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FOUNDATION PLAN
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OWNER
&APPLICANT, MR, �c MR VICTOR PETRING 714 54 4' � f
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LEGAL DESCRIPTION:
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PROJECT ADDRESS: 2230 W HEMLOCK WAY, r , SANTA ANA A 92704 0
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PROJECT DESCRIPTION INTERIOR REMODEL: REMOVAL OF LOAD BEARING AND
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PARTITION WALLS TOTAL OF FIVE WALLS)
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� % ,, �.�_..�...._...�.�.._��.,.�....... _ EXISTING ZONING: 2,3 (LOW DENSITY RESIDENTIAL) ,.
I � n,�..�__..._.. .....__ ....... �� POST TENSIONED SLABS ARE USED IN AREAS WItH EXPANSIVE
SOIL. FOUNDATION WORK SLAB SHALL PROCEED IMTH CAUTION r
TO PREVENT DAMAGE TO THE TENDONS, IF PRESENT.
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E X � S T I N 0 I�- 0 0 F-11 A N
SIMPSON PHD2 HOLD DOWN
PER DETAIL D
EXISTING CONC, SLAB
IF POST -TENSIONED
SEE GENERAL NOTES
,
NOTE. AN ASSUMPTION HAS BEEN MADE THAT NONE OF THE INTERIOR WAITS ARE SHEAR WAL
:
CONTRACTOR SHALL. NOTIFY THE ENGINEER IF ROOF TRUSSES CONNECTED TO
THE TOP PLATES W/ SHEAR CLIPS OR IF SHEAR PANEL (PLYWOOD) WAS DICOVERED
IN ANY WALLS DURING THE DEMOLITION.oc
on Jr,
V)- F,
DO NOT SCALE DRAVING TYPO THIS REMODEL SMALL BE PERFORMED BY A CALIFORNIA LICENSED
GENERAL CONTRACTOR PER APPROVED AND STAMPED DRAWINGS,
(E)-2X TOP ,,,,^ A
e Ltd uT
EXISTING FOOTING I
4
J" CLR,
I. V--S" SO, W/2- 4 EACH WAY YP,
(E) TRUSSES
W.F. TYP,
(E) 4X HEADER
x BLKG, 0 6'-0" O.C. W%16d
CONNECT TO BOTT, CHORD (E) OR (N)
A35 ANCH'S, 0 24 POST (V.LF,
(N) BEAM PER PLAN
TRUSSES PARALLEL TO BEIA
v1/ 1"T/ V-T
Sheet . 1 of 2
i TYP,
'FNERAL NOTES-
14, READY -MIXED CONCRETE SHALL CONFORM TO UBC STANDARD NO, 19-3
ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF 2001 CBC & STRUCTURAL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
4X4 POS"I' JA 1997 EDITION OF UNIFt)RM BUILDING CODE AND ALL CITY OF SANTA ANA, CA IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING REINFORCING STEEL
W/ SIMPSON CB66 POST BASE BUILDING REGULATIONS, FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR ENGINEER,
1, ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS
AT SECTIONS WHERE SLAB HAS 4-#5 VERT, BARS
4 J/8" DIA. M.L3, 2- CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE PROJECT TO GET CONFORMING TO ASTM A615, GRADE 40,
L 23-IT IS THE INTENT OF THE DRAWINGS AND NOTES THAT THE GENERAL CONTRACTOR
BEEN REMOVED, DRILL FOR #4 BY FAM.IUAR AS TO THE EXTEND OF WORK REQUIRED AND EXISTING CONDITIONS. SHALL TURN OVER TO THE OWNER A COMPLETE JOB, ALL INCIDENTAL WORK AND 2, WELDED WIRE FABRIC CONFORMING TO ASTM A-185 AND UBC STANDARD
3i 2-#4 EA. WAY TYP.
SLAB Bb
LONG DOWELS @ 12"o/c (MIN. 2-BARS) YHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, DISCREPANCIES MATERIALS NOT SPECIFICALLY INDICATED HEREIN WHICH ARE REQUIRED BY GOOD NO, 19-2. WIRES SIZES INDICATED ARE IN ACCORDANCE WITH THE NEW + #3 TIES 12" o/c
CIMPSO ALL, BE REPORTED TO THE ENGINFER SO THAT THE PROPER REVISIONS CAN
ITV N "SET" EPDXY GROUT
--NERAL NO'TES BE MAD
F., SIH GE E PRIOR TO PROCEEDING WITH THE WORK. PRACTICE OR BY ESTABLISHED BUILDING CODE REQUIREMENTS TO COMPLETE THE METHOD OF DESIGNATED WIRE SIZES AS PUBLISHED IN THE 'WELDED WIRE
ILI ICBO# ER-5279 TYP. W� i --
I / 0 i WORK IN A SATISFACTORY AND GOOD WORKMANLIKE MANNER AND WHICH MAY 8-ALL REINFORCING, ANCHOR BOLTS AND INSERTS SHALL BE SECURED IN
y
3- THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS, DIMENSIONS AND
FAIRLY BE IMPLIED AS INCLUDING IN THE CONTRACT AND WHICH THE ENGINEER PLACE PRIOR TO PLACING CONCRETE.
ELEVATIONS AT THE JOB SITE PRIOR TO EXECUTING ANY WORK.
0/1
'�TYP SHALL JUDGE TO BE SO INCLUDED, SHALL BE DONE AND FURNISHED BY THE
6 0 WOOD FRAMING AND ROUGH HARDWARE
4- ALL OMISSION OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING CONTRACTOR WITHOUT EXTRA COMPENSATION,
1/4
DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE 1 ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH,
�7
ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED, 24- IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY
COST REGION #1 OR 2 GRADE OR BETTER U,O.N, ON DRAWING, FRAMING
0 0 THE CONTRACTOR SHALL NOTIFY TIDE SHOWN ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES, THEIR
39 "
E STRUCTURAL ENGINEER OF ANY UNUSUAL OR LUMBER SHALL I[ DOUGLAS FIR-LARCH,W/ MC 19
TS 15X3.5X5/16 --\ -j
5-
CONSTRUCTIONS SHALL BE OF THE SAME CHARACTER AS SHOWN FOR SIMILAR
A
8"X5/8" xO- 8" BASE PLATE UNFORSEEN CONDITION OR SITUATION MICH AFFECTS THE STRUCTURAL STABILITY
A---------
CONDITIONS BUT SHALL BE SUBJECT TO ENGINEER'S APPROVAL, -4X HEADERS ------------- ------- NO.1
121 T S PA 1"E OR -
SAFETY OF THE BUILDING. 0 BEAMS ---------- ----------- ---- ------ NO,1
EEL B A E L
S
----
L N" 6 - THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS WITH THE ENGINEER BEFORE 26- THIS ROOM REMODLE SHALL BE PERFORMED BY A GENERAL CONTRACTOR WHICH -6X BEAMS--- -- --- SELECT STRUCTURAL OR AS NOTED
IN— AT SECTIONS WHERE SLAB HAS H 0 1
ORDERING CONSTRUCTION MATERIALS AND PROCEEDING WITH CONSTRUCTION, IS LICENSED IN THE STATE OF CALIFORNIA PER APPROVED AND STAMPED DRAWINGS, 5, WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED
e,7'eFOR DiIM.& RE -BARS DOUGLAS FIR, PRESERVATIVE TRATMENT SHALL CONFORM TO UBC
5,51��L BEEN REMOVED, DRILL FOR #4 BY 18" TS4X4Xl/'4 7 - THE CONTRACTOR SHALL RE OUT PLUMBING LINES, ELECTRICAL WRINGS WITHIN 27- ALL MATERIALS LISTED IN THE PROJECT SHALL BE NEW AND FURNISHED BY THE
7; STANDARD NO, 23-5 AND 23-6.
F
CILR,�� �SEL rOUINDATION PLAN LONG DOWELS @ 12"o/c (MIN, 2-13ARS) THE SUBJECT WALLS PER OWNERS DIRECTIONS. CONTRACTOR, UNLESS OTHERWISE NOTED,
6, ALL BOLTS THROUGH WOOD SHALL BE DRIVE FIT, PROVIDE STANDARD
A307 STEEL WASHERS UNDER ALL BOLT HEADS AND NUTS BEARING
1 Ip. ':N SIMPSON "SET" EPDXY GROUT, 8 - CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE OWNERS PROPERTY 30- "THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED,
BEARING ON WOOD,
14", 0 X 2. 5 WELDED STUD "AUSED BY HIM OR HIS EMPLOYEES, CONTRACTOR SHALL MAKE GOOD AT HIS
ICBO# ER-52)79 TYP, I C 7, NAILS FOR PLYWOOD SHALL BE STANDARD PLYWOOD NAILS, NAILS FOR
NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION
a 18" O.C, TYP,
NOTE: IF FOOTING EXIST SEE DETAIL 2 EXPENSE ANY SUCH DAMAGE TO THE ENTIRE SATISFACTION OF THE OWNER. WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY METAL HANGERS, FRAMING ANCHORS AND FASTENERS SHALL BE THOSE
MANUFACTURED SPECIFICALLY FOR THIS PURPOSE,
9-THIE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING,
CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE GALVANIZED COMMON NAILS SHALL BE USED FOR ALL EXPOSED
TIEMPORARY SUPPORTS AND SCAFOLDING IS THE SOLE RESPONSIBILITY STREET, GUTTER OR STORM DRAIN SYSTEM.- EXTERIOR WOOD.
%
6
(E� CONIC, SLAB TYP. OF THE CONTRACTOR 31- AS -BUILT INFORMATION IS LIMITED TO VISIBLE CONDITIONS, NOTIFY ENGINEER 8, HANGERS, CONNECTORS, ANCHORS AND OTHER FRAMING
V 7)
FASTENERS SHALL BE EQUIVALENT TO SIMPSON COMPANY
1 O-TYPICAL DETAILS, DETAILS NOTED AS TYPICAL, AND GENERAL NOTES APPLY TO ALL IMMEDIATELY IF VARIATIONS FROM DRAWINGS ARE FOUND.
`i17ING I . I -TIE CONNECTORS AND OF THE SIZE AND TYPES
r
1-11A,RTS OF THEJOB EXCEPT WHERE SPECIFICALLY DETAILED OR NOTED OTHERWISE. STRONG
4' 4' CONCRETE INDICATED INSTALLED PER MFG,'RS DETAILS & SPECIFICATIONS,
4
GRACE G R A DE I
11 - �iN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR
9. ALL WOOD FRAMING, INCLUDING NAILING, SHALL COMPLY WITH
0
1 ALL CONCRETE WORK SHALL COMPLY WITH C,B.C. 2001&U.B.C. 1997 CHAPTER 19,
DETAILS ON STRUCTURAL DRAWINGS. UBC CHAPTER 23, EXCEPT MERE MORE STRINGENT REQUIREMENTS
Pill
ra, 2. UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE ARE INDICATED,
{ :-- ,� T ' I 2- Ai L FLOOR AND ROOF MEMBERS AND ALL WALLS SHALL BE SECURELY SHORED AND
COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, (2500 PSI AT 28 DAYS USED IN
BRACED AT ALL TAMES DURING CONSTRUCTION, CONTRACTOR IS FULLY RESPONSIBLE FOR
'X5/8 xO-8" BASE PLATE IN DESIGN SO CONTINUOUS INSPECTION NOT REQUIRED,
8 12, PARALLAM PSL- SHALL BE MANUFACTURED BY TRUSJOIST
001
W/ A WEYERHAEUSER BUSINESS ICBO NO. ES ER-4979, NER-481,
4X4 POST 5/8' DIA. X 10" A. B'S. FOR SHORING, USE TYPE V CEMENT W/0.45 WATER -CEMENT RATIO,
Si.k,,PSON RH05 H"OLD DO"NN FHA, HUD MR1303,
PER DETAIL 13-'-`HF CONTRACTOR SHALL SUPPLY SHORING FOR ANY EXCAVATION WHICH IS SURCHARGED 3, AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33, 13. ALL WOOD CONNECTORS, STRAPS, HANGERS, ETC, SHALL BE
Sp;�"CT�
N �- tZ SY A DEPUTY BY ANY STRUCTURE IN ACCORDANCE WITH LOCALLY ENFORCED BUILDING REGULATIONS 4. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, AND UBC STANDARD FROM SIMPSON STRONG -TIE CATALOG AND INSTALLED PER
3" CLR. TYP. 7,01'OR REQUIRED 7 AND SHALL SUBMIT SHORING DETAILS SIGNED BY A CALIFORNIA LICENSED CIVIL MANUFACTURER'S DETAILS AND SPECIFICATIONS,
INSPr
NO 19-1. LOW ALKALI TYPE V WITH WATER CEMENT RATIO 0,45.
ENGINEER TO THE STRUCTURAL ENGINEER FOR REVIEW, 17. U,O,N. ON DWGS. ALL ANCHOR BOLTS SHALL BE 5/8"OX12" A307 STEEL
L
LEXIS'i-INO' CUDNN(',', SLAB 5, WATER SHALL BE POTABLE, CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ACIDS,
14- THIS STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT PARTS AT 6'-0" MAX. SPACING AND HAVE 2"X2"X3/16" STL. PLT. WASHERS,
'F PO7-- 'NSIONE"D ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS
19-HOLES FOR WOOD SCREWS SHALL BE PRE -DRILLED WITH A DIAMETER
L- UL L I ARE IN PLACE, THEREFORE, THE CONTRACTOR SHALL PROVIDE ALL SHORING AND SEE GENERAi NGTES-\ 7
FA- "A' TO CONCRETE OR REINFORCEMENT,
NOT GREATER THAN 70% OF THE SCREW DIAMETER,
BRACING NECESSARY TO INSURE THE STABILITY OF ANY AND ALL PARTS DURING
6. ADMIXTURES TO BE USED IN CONCRETE SHALL BE SUBJECT TO PRIOR APPROVAL BY
THE CONSTRUCTION, TESTS AND INSPECTIONS
17 ENGINEER,
3-#3 "iFIES TOP 'SERVATION THE STRUCTURAL ENGINEER SHALL BE NOTIFIED 15- FOR PROPER FIELD OB
7, MAXIMUM PERMISSIBLE WATER -CEMENT RATIOS FOR CONCRETE WHEN STRENGTH DATA 1. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY
AND 12 oA <
OF THE VARIOUS CONSTRUCTION PHASES 48 HOURS IN ADVANCE,
FROM TRIAL BACHES ARE NOT AVAILABLE SHALL CONFORM TO TABLE 4,5 OF ACI INSPECTOR IS REQUIRED FOR ALL FIELD WELDING,
4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED OR OTHERWISE WEAKENED STANDARD 318-77, mAXIMUM SLUMP SHALL BE 4 INCHES. HIGH STRENGTH BOLTING, POST- TENSIONING,
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��4-#5 DOWELS TMiTHOUT THE PERMISSION OF THE STRUCTURAL ENGINEER UNLESS SPECIFICALLY SO 8. CONCRETE SHALL BE CURED WHILE IN A MOIST CONDITION FOR AT LEAST THE FIRST CONCRETE WITH A STRENGTH OF 2500 PSI OR GREATER,
17 < AND MASONRY AND EPDXIED ANCHOR BOLT INSTALLATION
SHOWN OR NOTED ON THE DRAWINGS,
7 DAYS AFTER PLACEMENT. METHODS FOR ACCELERATED CURING SHALL HAVE PRIOR
t WHERE ANCHORS ARE LOADED IN TENSION (PRIMARILY
1 17- PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING,
APPROVAL FROM ENGINEER,
.. ........ 18"X18" CONCRETE COLUMN V[NTS, AS REQUIRED, ALL SUSPENDED EQUIPMENT, DUCTS AND PIPING SHALL BE 9, THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF NOTED ON THE PLANS AND DETAILS.
AT HOEDOWNS INSTALLED AT EXISTING FOOTING) WHERE
MIN,112" WDrx'2" DEr
EXTENT OF SUCH INSPECTION SHALL CONFORM TO
CONT. F0071NIG (V.L1F*,) IF LESS - LL PROVIDED WITH APPROVED LATERAL OR SWAY BRACING. THE E
CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE:
W/4-#5 VERT, BARS i
1 18- NNO PIPES OR DUCTS SHALL BE EMBEDDED INTO STRUCTURAL MEMBERS UNLESS SO SLABS ON GRADE,,, ... CENTER OF SLAB C C CHAPTER 17, AN AFFIDAVIT SHALL BE ISSUED TO
7
UNDER P!NNED 20" SQ.X12"
FTG', UNDER (N) POST THE ARCHITECT ENGINEER AND THE BUILDING
x THE PLANS OR APPROVED BY THE ENGINEER,
L u I , i `.SHOWN ' OF
2-#4 E CONCRETE BELOW GRADE, FORMED ............ 2 DEPARTMENT, THE COMPLETION OF EACH TYPE
A' 3" CLR. TYP. 19- ALL CONTRACTORS AN,'.) SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL CONCRETE BELOW GRADE, UNFORMED (POURED
SEE DETAIL 3 WAY TYP', WORK STATING WIHETHER THE WORK WAS IN CONFORMANCE
3AFETY AND HEALTH. REGULATIONS" OR WITH THE "CONSTRUCTION SAFETY ORDER." AGAINST EARTH),,,,,,,,,,,,,,,,,,,,,,,,, Y
1 �22 WITH THE APPROVED PLANS AND SPECIFICATIONS.
20- "HiE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
t�OR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
I N('fff. ALL WOOD CONNECTORS, STRAPS, HANGERS, STRONGWALLS, ETC, SHALL BE FROM
ECT, INCLUDING, 'SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SIMPSON STRONG TIE CATALOG AND INSTALLED PER MFG'R DETAILS AND SPECIFICATIONS,
PROjE
PARALLAM BEAMS SHALL BE MFGR'D. BY TRUSS JOIST A WEYERHAEUSER BUSINESS/
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND
'71
T i I
7r DO NOT SCALE DRAWING TYP, ICBO NO, ES ER-4979, NER-481, FHA HUD MR1303,
�, !j I j� � �� i D;�)
UJ I LCOL�� FOOHNG L- LN NS1 L M N 1)� i Ai
A
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(E) CEILING TRUSSES (V.1.11.) I
ST6224 CONNECT Top
PLATIES
(E) CEILING WOOD
1 IN
MST148 1,W,AP AROUND (N) BEAM TRUSSES (VI,F.) TYP. (E)cEiLING woos
N 2X6 ATTACHED TO TRUSS
TR SSE BOTTOM
-T TO (E) CEILING JOIST
CONNEC A35 TOP & BOTI
WN BOTI. CHORD W/16d 0 6- O.C.
S'`,� P S 0 N P HD 2 L D D '0 1 f 4X4 POST
EA, EIND k, AT 48" O.C. TOP EA, FACE TYP,
E DETA" CHORD (Y.I.F.) TYP
SEE UL I AIL,
BOTT, TYP.
E("TION SY A 'I )E P U T
)Plge t7M.
v v
N S`P
1/2' CDX PLYWOOD
(E) 2X CEILING JOITr
I XISTING C 7'N'C. SLAB
17 POS17 71,N ("i n
j—
Aw E) DOUBLE CEILING WOOD/ OVER ENTIRE TRUSS
W/8d NAILS 0 6" O.C, E.N.
USSES (Vlf) TYP.
L
S;-L GENERAL j\07ES
(E) 2-2X TOP PI ATES
AND 8 N. TYP,
V. I. F, — t j I j
(N) BEAM PER PLAN
(N) BEAM PER PLAN (N) BEAM PER PLAN
p
SIMPSON ACE4 (MAX) POST (N) 2X BILK, CEILING LINE
CAP EACH SIDE TYP,
MoN,12" WiDEx12"-,"X1
7�
4
ULEP CONT, FOOTING VJ,11',
k- LIESS UNDER PINNED 20" SOiX18" (N) SOLID OLK. SIMPSON POST CAP (CC044)
3-16d NAILS TO BEAM EA, SIDE I
G, UNDER (N� POST 'E) PARTITION WALL .-SIMPSON POST CAP (CC044)
1-1UP 7� L EA, END
JLL, I I
AND TO POST 0 12" O.C. TYP.
4� A 0 48*"" Ot. (E) PARTITION WALL
TO BE REMOVED
SLL it -
DETAIL
2 TO BE REMOVED
'N' 44 POST
I ---�(N) STEEL POST PER PLAN
(E) 2X STUD WALL (N) STEEL COL. PER PLAN
A
v—
'0' 71 Ro' GH
L n �iL�11 ROOFTRUSS STEL COLUMN
Pos A D E R -7 SE H 1 1 h U I� ADER STEEL COLUMN 8 SECTION THROUGH (EA I0PS "EW HE
(E) CEILING DOUBLE
WOOD TRUSSES (VI.F,) LPT4 0 16" O.C. (E) MODIFIED
POSIT PER PLAN SIMPSON LT,P4 CONNECT EA, BOTH FACE CRIPPLE WALL (E) 2X TRUSS BOTT, CHORD
SIMPSON H OLDOWN PER PLAN
n�
RS R- 0, D N.I.F.)
S"D, WASH" E 02A W/ (2� 5/8" D 1 A. M,B'S, BLOCK TO TOP PLATE TYP.
(.ADS 1/43 SCREWS FOR PHD) W1 p2�3/4" DtA. M.BS, (E) CEILING JOIST (V,I.F.) LTP4
HD5A , I-\) 2X SCILD BLOCK, (NNOR (I (N) BEAM
HD6A W/ k2) 7 DIA. M,B'S.
HDIOA W/ DIA, IM, B'S, PER PLAN
HD14A W DIA. M.B'S,
7op OF '-X!ST
L STING SLAB SILL PLATE
---------------
-7.
JL
if r
(N) BEAM PER PLAN
(E) 2-2X TOP PLATES SIMPSON E
CEILING DRYWALL/ PC44
(V. 1. F,) (N) 2X6
LTP4 CONNEC.(N) BEAM REMOVE (E)
lop) SIMPSON CCO44 BEYOND
5 6 D! A, `HIRI-ADED SQL "E P 02 W/ 5/8" DIA, THREADED ROD "E"= I
TO (E) TOP PLATES( i
2-2X TOP PLT,
tiN yj "�V=l ti L
ROD 8" DIA. -`HRC-ADE� P, D 5 'W/ ROD "F 0, (N) BEAM PER PLAN W/
0 OR BOTTOM CHORD
ROD "E"=1 5"
HD) 6 A 'k"// n! A, 7H. R"ADE-D RO Di "E"=15" PHD6 W/ 7/8" DIA, THREADED SIMPSON POST CAP (CC & GLT)
E
0 16" O.C.OBOTH FACE TYP,
"',3 A W DIA,11`j R E A'OLE D R 0 D "F"= 15 PH08 W/ 7/8" DIA, THREADED ROD "E"=115" 7 C
TiIR ROD IN SIMPSON "SET" EPDXY GROUT L L "E" 5" SE SIMPSON I C P* 4 P 0 S TI 441 (E) STUD WALL
Z (E) 2-2X TOP PLATE$
j 7/8" `0 1 A. ' "-AIDED ROO I
L
A P
A "Y i " LD'I A. THR`ADI�D ROD "'=15 ICBO# ER-5279 0 'N) WKS I
4 1 t i
EACH SIDE TYP. SIMPSON POST CAP (ECC & HW) TO BE REMOVED
SET �R`u"LD IN c.),!;`\1'?SON "SIET" EPDXY GROUT CONNEC. TO BEAM (E) STUD WALL
WITHIN THE WALL
W/ LTP4 0 16 O.C, TYP. TO BE REMOVED,,
SPECIAL INSPECTION REQUIRED ATTACHED TO ENTIRE
NEW SEAM PER PLAN (N) POST PER PLAN (N) BEAM PER PLAN (N) 112" PLYWOOD CDX A]
(E) ROOF TRUSS TOP CHORD TO BOTTOM CHORD
TO REPLACE (E) HEADER
W/ 8d AT 6' O.C, E.N. & 10" O.C. F.N,
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I I U L J IJ
DIE,
HIK
IN A i
u !I Is PLC 'NEW HEADER STEEL COLUMN 2)
1K T1,1 "H
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REVISIONS DATE BY
Z-\ 10/11/04 D8
11/03/04 D8
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