HomeMy WebLinkAboutPlansNOTE. 517E TO BE REGRADED TO PROVIDE POSITIVE DRAINAGE
AWAY FROM BUILDING AS NOTED IN INSPECTION REPORTS. NIF)
NOTE. POUR NEW 9'-0' x 5'-0' x 10'
ICK CONCRETE FOOTING YV (4) .5
EACH WAY BOTTOM. SEE 2/55.1
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14.-4'
NOTE. PROVIDE BLOCK OUT IN BOTTOM OF COUNTERPORT WALL
NEW OR EXISTING FOUNDATION DRAIN. FOUNDATION DRAIN
TO BE HARD PIPED TO DAYLIGHT ON DOWN HILL OF BUILDING,. NIF)
NDTENEW 24'x24' CONC. PIERS
5' N. F) TYP (5) PLACES UNO
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PULL HEIGHT •NEW TO EXISTING
WALL. DRILL . EPDXY &ROUT THRL I
EXIST'. WALL. TYP AS SHOWN
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• NEW TO EXIST1. POOTIN6.
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ciDFOUNDATI ON PLAN
NOT TO SCALE
NOTECONTRAOTOR TO FIELD VERIFY ALL
EXISTING CONDITIONS DIMENSIONS PRIOR TO
CONSTRUCTION ALL CONDITIONS SHOYN ARE
ASSUMED MID ARE TO BE FIELD VERIFIED.
CONTRACTOR TO PROVIDE ALL TEPPORARY
SHORING . BRACING A9 REQUIRED
NOTE, THE DRAWSG5 INDICATE THE FINAL
CONDITION OF THE STRICTURE. THE
CONTRACTOR 15 RESPONSIBLE FOR
TEMPORARY SHORING AND MALI. DURING
MOVING AND CONSTRUCTION. SEE GENERAL
NOTES FOR ADDITIONAL INFORMATION.
NOTE. POUR MN S-0' x S-0' x 10'
THICK CONCRETE FODTING IN/ (4) .5
EACH WAY BOTTOM. SEE 258.1
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FOUNDATION PLAN NOTES:
I) TW -TOP OF CONCRETE WALL ELEVATION
2) TF -TOP OF CONCRETE FOOTING ELEVATION
3) TL -TOP OF CONCRETE LEDGE ELEVATION
4) F STEP TOP OF WALL
S) FT6P STEP CONCRETE FOOTING
b) ///// STEP OF GONGRETE
OR PLYWOOD SURFACE
T) �T GONG = BUILDING, ELEVATION
100'-O"
8) ® PAD FOOTING SYMBOL
q) [XXX' -XX"] BEAM ELEVATION
10) • COLUMN FROM ABOVE
2-2X6 TYP UNO COLUMN
SIZED AT LOWEST LEVEL
t CONSISTANT FOR EACH
LEVEL UNLESS CHANGED BY NOTE
II) :• : OVERFRAMING
12) ALL CONCRETE WALLS 8" THICK UNO
13) VENT CRAWL SPACE PER USG
PROVIDE BLOGKOUTS IN FOUNDATION
WALL A5 REQUIRED 5EE GENERAL
NOTES FOR REINFORCEMENT
14) DO NOT SCALE DRAWINGS CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING DIMENSIONS
.IF
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SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUll.D DEPARNT
Dated/9 D By,Cl',�
LD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
page of
NOTE: ALL FOUNDATION WALLS ARE
DESIGNED TO BE BACKFILLED WITH
IMPORTED GRANULAR MATERIALS. SEE
SOILS REPORT FOR ADDITIONAL
INFORMATION.
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T-12-10
PERMIT REVISIONS
,JOB 4: 09063
SCALE. NOT TO SCALE
FOUNDATION PLAN
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NOTE: EXISTING ROOF FRAMING TO BE
ISEO TO LNG 4 REPAIRED AO
REQUIRED. MP)
NOTE. INSTALL 6x6 KIOKO'S TO REtIPOROE
MOMS OVERMANS. EEE DETAIL IV94.1
ORISINAL DOCUMENTS.
NOTE. 6UTTL"R5 4 DOW SMUTS TO BE Ammo TO
ALL EXISTING ROOFS. CONNECT DOM SPOViB TO
PIR DRAINS TD EE RIM TO DAYLISHT ON
DOW HILL SLOPE O• E1ILDIN6. NIP)
NaR:GORRAOTOR M FIELD VERIFY ALL
EXMTttl CONDITION 176454610146 PRIOR TO
CONSTRUCTION. ALL CONDITIONS 517M ARE
MOWED AND ARE TO EE FIELD VERIFIED.
CONTRAGTOR TO PROVIDE ALL TEMPORARY
SHORT.. BRAEINC A5 REGUIRED
NOTE: THE ORAY15$65 INDICATE GO FINN.
CONDMON OF THE STRUCTURE. THE
CONTRACTOR IS RESPONSIBLE FOR
TEMPORARY 5HORING AND BRAG. WM.
MOVING AND GONST:LGTION. see 6ERRAL
NOTES FOR ADDITIONAL INFORMATION
Note. REPAIR EXISTN6 KINSPOST
TO BE SOLID PAGKED OUT 2.
PER ORIGINAL ENSINEEROO REPORT.
NOTE: SUPPORT KITCHEN BAY WINDOW YV
(.'I) 6. KICKERS. PLACE (1) • EA. GORIER
TTA., EAG, END FV (2) Q• LA. YV S' E6EED
INTO SOLID WOOD. ADD MACKIN& IP REQUIRED.
LEVEL R SHIM PRIOR TO KICKER INSTALL. MF)
(E. bull
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:91STER THE GUT Y® MEMBCR OP
EXI5TO TRUSS W/ 2x6 FULL LENGTH
EACH SIDE. ATTACH W/ PL400
IOd NAILS • 4' OG.
NOTE.FlED VERPY BAS'TMS PAGKOUTS
AT ALL LOAD BEAM. LOCATIONS.
PAOKOUTS AT MOMS OR BEAMS TO
BB (IPI) 26, OR (6) 2x4. OR HSN
DEPENDING ON PHYSICAL OOISTRAMTS
OP !ASTI. CONDITIONS, MP)
STRUCTURAL E14GRQR TO RM. EACH
CONDITION AFTER COMPLETION OP FRAMING.
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. INSTALL Ox6KIGKERS TO R:IN`ORGE
THE EXISTING OVERHANG. SEE DETAIL I1A4.1
FROM ORIGINAL 17001615419.
ROOF FRAMING PLAN
NOT TO SCALE
NOTE, REINFORCE ROOF
OVER 14.4116 AS REQUIRED PER
ODDO REPAIR SKETCHES.
ADD KICKERS PER ODDO
AIR SIQTOE6. PRIGS OPTIONS
TO GUT BACK EXISTING ROOP
TO REDUCE OVE ANS OR TO
ADD KICKERS. Mr)
FLOOR PLAN NOTES:
U ■ COL BELOW OR
COL ABOVE AND BELOW
2) ❑ COL ABOVE
3) E JOIST HANGER
4) JOIST BEARING
5) T
100,0' BUILDING ELEVATION
6) ///// STEP OF CONCRETE
j OR PLYWOOD SURFACE
//////
'1) [XXX,XX1 BEAM ELEVATION
H)
9)
10)
II) T PLATE=
r / 110,0"
Il) ALL SUBFLOORS TD BE 3/4"Tte,
PLYWOOD GLUE -NAILED TMP UNO SEE
GENERAL NOTES FOR NAILING
OVERFRAMING
DISCONTINUOUS BEAM
CONTINUOUS BEAM
TOP OF 2X PLATE
13) ALL COLUMNS 2-2X6 M UNO
14) ALL HEADERS 2-2X12 TYP UNO
15) DO NOT SCALE DRAWINGS CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING DIMENSIONS
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DATE. ISSUE/REV.
T-12-10 PERMIT REVISIONS
JOB #: 09063
SCALE: NOT TO SCALE
ROOF FRAMING
PLAN
52.2
GENERAL NOTES
TREXLER REPAIRS
3-24-10
A. DESIGN LIVE LOADS
I. SNOW
2. RESIDENTIAL
3. WIND:
4. SEISMIC GATEGORY
40 P5F
40 PSF
3 SECOND GUST 90 MPH EXPOSURE B
G
B. DESIGN CODES
I. INTERNATIONAL RESIDENTIAL CODE (2003)
2. AGI BUILDING CODE (AGI 318-95)
3. AISC STEEL CONSTRUCTION MANUAL Oath Edition)
4. AITG TIMBER CONSTRUCTION MANUAL (4th Edition)
G. FOUNDATION
BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE
OF 2000 PSF, PLACED ON UNDISTURBED SOIL. BEARING SOILS ARE ASSUMED TO BE UNIFORM AND
NON EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS
EXPOSED DURING EXCAVATION TO VERIFY DESIGN ASSUMPTIONS AND BEARING CONDITIONS.
PROVIDE FOUNDATION DRAINS AND UNDERDRAINS AS RECOMMENDED BY THE SOILS ENGINEER.
PRECAUTIONS SHALL BE TAKEN TO PREVENT WETTING OF THE BEARING SOILS. EFFECTIVE SOILS
PRESSURE ASSUMED TO BE 45 PGF.
D. CONCRETE
CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN
CONCRETE INSTITUTE BUILDING CODE (AGI 318-89) ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 P51 IN 28 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN
PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR
SAW GUT) AT MAX. 20'-0" O.G. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS
SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF
REINFORCING SHALL BE PERMITTED EXCEPT A5 DETAILED OR AUTHORIZED BY THE STRUCTURAL
ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE
CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - 45 BARS WITH A
MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS.
PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE
PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT
ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND
COLUMN BEARING PLATES SHALL CONFORM TO ASTM A30/ AND BE PLACED WITH SETTING
TEMPLATES.
E. STEEL
ALL STEEL SHALL CONFORM TO ASTM A36 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM
A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A53 (GRADE B). ALL SHOP
CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM
CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A323 3/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE
ROW AND SHALL CONFORM TO ASTM A325, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL
CONFORM TO ASTM A30/. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE WITH LATEST PROVISIONS OF THE AISC MANUAL OF STEEL CONSTRUCTION AND AISC
CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM,
APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF
THE AWS "STANDARD QUALIFICATION PROCEDURE". COMPLY WITH AWS DI.I "STRUCTURAL WELDING
CODE." ALL WELDS SHALL SE E?OXX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH A
APPROVED PRIMER. TOUGH -UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS.
DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 153 OR
EQUIVALENT. EXPANSION BOLTS SHALL BE "WEJ-IT", "RED HEAD", KWIKBOLT", OR APPROVED WEDGE
TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.
F. STRUCTURAL WOOD FRAMING
ALL WOOD FOR STRUCTURAL FRAMING, SHALL BE KILN DRIED DOUGLAS FIR/LARCH GRADED 42 AS PER
LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL
FOREST PRODUCTS ASSOCIATION AND NAPA.
SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING
BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 GROSS BRIDGING AT NOT
MORE THAN 8'-0" O.G. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE
JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL
PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.G.
FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING UBC MINIMUM
REQUIREMENTS PER USG SECTION 2511.(8).1. CONNECTORS SHOWN ON THE PLANS ARE
MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE
DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY 15 EQUAL TO OR GREATER THAN THAT OF THE
CONNECTOR SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS.
ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 25Q OF THE UNIFORM BUILDING CODE.
PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SIICATHIN6 SHALL BE APA GRADE TRADEMARKED
CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND
STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING.
REFER TO TABLE BELOW FOR USE REQUIREMENTS:
USE THICKNESS SPAN/INDEX EDGE NAILINGINTERMEDIATE NAILING
FLAT ROOF 3/4" 48/24 8d • 6" O.G. 8d • 12"O.G.
SLOPED ROOF 5/8" 32/16 8d ®b"O.G. 8d •12" O.0
FLOOR 3/4" TdG 48/24 8d ®6" O.G. 8d • 12"O.G.
SHEAR WALL I/2" 24/0 8d ® 4" O.G. 8d •10" O.G.
ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. PARTICLE BOARD SHEATHING MAY BE
USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER AND ARCHITECT. PARTICLE
BOARD SHEATHING SHALL COMPLY WITH UBC STANDARD NO. 25-25 EXTERIOR TYPE 2-M-1•4 AND SHALL
HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT
AND THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.
GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR/LARCH OR
SOUTHERN PINE. LAMINATED MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH
"THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE
LAMINATED LUMBER" PUBLISHED BY THE AITG AND THE APPROPRIATE LUMBER PRODUCERS'
ASSOCIATION. "APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED
SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE
BUILT UP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR GLUE LAMINATED MEMBERS.
ALLOWABLE UNIT STRESSES FOR DRY CONDITIONS OF USE REQUIRED SHALL BE AS FOLLOWS:
MEMBERS STRESSED PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMBINATION 24F
Fb = 2400 PSI FV = 165 PSI E = 1800000 PSI.
PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS.
FABRICATED WOOD JOISTS: I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND
PLYWOOD WEBS GALLED FOR ON THE DRAWINGS AS "TJI/" ARE AS MANUFACTURED BY THE TRUS-
J015T CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING,
BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE
MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS.
PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID
BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS.
MICRO=LAM LUMBER BEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 13/4" THICK
GALLED FOR ON THE DRAWINGS AS "ML" ARE AS MANUFACTURED BY THE TRUS-JOIST CORPORATION
OF BOISE, IDAHO. MICRO=LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS 15 REQUIRED , THE
MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NAILS SPACED
12" O.G. FOR MEMBERS WITH 14" AND GREATER DEPTH USE THREE ROWS.
G. ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE FIELD. UNKNOWN AND
VARIED CONDITIONS MAY BE FOUND. NOTIFY THE ENGINEER OF ANY STRUCTURAL CONDITIONS
FOUND TO VARY PROM THAT INDICATED. DESIGN REVISIONS MAY BE REQUIRED, AND ARE EXPECTED
AS A PROCESS OF REMODEL WORK.
H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL
AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
I. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE
THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS.
J. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND
ELECTRICAL CONTRACTORS.
K. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE
IN PLACE.
L. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD
SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
M. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO
CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER
SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE
RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR
PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO.
FIELD GUT END
OF EXIST'b BEAM
A5 SHOWN FOR
LAP.
NEW 8 x TIMBER
BEAM 5EE PLAN
2-5/8"0X10"LAGS
SPACE 3 1/2" APART
2-5/8"0X12"LAGS
SPACE 3 1/2" APART
T BEAM= 0
5EE PLAN
EXIST'S RAFTERS (vIF
EXIST'S 10 x 18 TIMBER
BEAM NIF)
iv
EXIST'6 8 x TIMBER
BEAM SEE PLAN
EXIST'b 8 x COL
SEE PLAN (VIF)
Bm_coli
OBEAM SPLICE NEW TO EXIST'G BEAM
3/4" I' -O
(4) TOE NAILS
PER RAFTER
2X EXIST'S RAFTER
SEE PLAN
12
SEE ARCH
2X BLOGKIN
T BEAM= cala
(VIF)
(MATCH EXIST'b)
BIRDSMOUTH EXIST'S RAFTER
TO BEAR ON BEAM
GRAFTER BEARING NEW BEAM
3/4" = I'-0"
Rfr_brn2
2-3/8"0X18"LA65
PAGE 3 1/2" APART.
COUNTERSINK
NEW 8 x TIMBER
AM
SEE PLAN
NEW 8 x COL
SEE PLAN
II NEW BEAM TO NEW COLUMN
3/4" = I' -O"
T BEAM=
5EE PLAN
T BEAM=
SEE PLAN
Bm_cori
10 x BEAM
SEE PLAN
11/2"
I I/2
1/2"
2) g"0 x 3" LA65 IN
EACH LEE, OF ANGLE
4x4x4 x 0'-6" ANGLE EACH
SIDE TYP AS SHOWN
8 x KING POST
7 -SEE PLAN
2) 1"0 x 3" LA65 IN
EACH LEE, OF ANGLE
10 x BEAM
SEE PLAN
12ONEW KING POST DETAIL
11/2" = I'-0"
EXIST'G TOP CHORD.
SHORE d GUT TO BEAR
ON NEW BEAM BELOW.(VIF)
EXIST'G TOP CHORD.
SHORE 6 GUT TO BEAR
ON NEW BEAM BELOW.NIF)�
NEW 10 x TIMBER BEA
® TRUSS. SEE PLAN
2) i" 0 THRU BOLTS
m
m
(3) '7/8 0 THRU
BOLTS EACH
LEG.
EXIST'b 10 x 18 TIMBER
BEAM (VIF)
1/4" CUSTOM STEEL BOOT
AS SHOWN. NOTCH 1/4"
INTO BOTTOM OF BEAM.
CDCUSTOM TRUSS CONNECTION
3/4" = 1'-0"
9 i" +/- N.LFJ
1 I/2"
NEW 10 x TIMBER BEAM
/-
6 TRUSS. SEE PLAN
F +/- N.I.FJ
O
/ \
O
O
I/4" CUSTOM STEEL BOOT
5 SHOWN. NOTCH 1/4"
INTO BOTTOM OF BEAM.
EXIST'b 10 x TIMBER BEAM
SEE PLAN NIP)
2) i" 0 THRU BOLTS
(3) -1/8' 0 THRU
BOLTS E
LEG,
14" MIGROLAM SISTER EACH
SIDE OF TRUSS OVER COLUMN.
ATTACH W/ PL400 6 10d NAIL
• 4" O.G. STAGGERED INTO
WEB MEMBERS.
1/4" CUSTOM STEEL BOOT
5 SHOWN. NOTCH 1/4"
INTO BOTTOM OF BEAM
OCUSTOM BEAM CONNECTION
6 3/4" = l'-0"
9 }" +/- N.I.FJ
EXIST'6 10 x TIMBER BEAM
SEE PLAN (VIF)
11/2
1/4" CUSTOM STEEL BOOT
SHOWN. NOTCH 1/4"
INTO BOTTOM OF BEAM
EXISTING (2) PLY PREFAB
GIRDER TRUSS (VIF)
14" MIGROLAM SISTER EACH
SIDE OF TRUSS OVER COLUMN.
ATTACH W/ PL400 E 10d NAIL
• 4" O.G. STAGGERED INTO
WEB MEMBERS.
X
1/4
3) 1/2" 0
THRU BOLTS
1/4" 5TL BOOT
3 SIDES
AS SHOWN
STEEL COLUMN
SEE PLAN
14" MIGROLAM SISTER EACH
SIDE OF TRUSS OVER COLUMN.
ATTACH IN/ PL400 Q 10d NAILS
• 4" O.G. STAGGERED INTO
ALL TRUSS MEMBERS.
OCUSTOM BOOT @ GIRDER TRUSS
3/4" = 1'-0" Bm_splc3
X
EXISTING (I) PLY PREFAB
TRUSS (VIF)
X
><
SAW GUT EXISTING SLAB
FOR NEW FOOTING.
SEE PLAN FOR SIZE
AND REINFORCEMENT
EXISTING (2)
PLY PREFAB
GIRDER TRUSS
(VIF)
I/4" 5TL BOOT
3 SIDES
A5 SHOWN
STEEL COLUMN
SEE PLAN
NEW STEEL COL
SEE PLAN
V /4
3/4"x10"x10" BASE PLATE
NU (4) 3/4"0X10" EPDXY BOLTS
SEE PLAN FOR FT6 6 REINF
T FTG =
X_SEE PLAN
0 0l 1�0..o I I I °
111E -111E_-111= =
11—
•
•
NEW FOOTING SHALL BEAR ON
NATURAL UNDISTURBED SOIL (VIF)
oho
I1=1111=1 I 1=1I -
POUR FLOOR
LEVELER TO
CONGEAL BELOW
BASE PLATE EXISTING SLAB
POUR NEW GONG
INTO VOIDS
(Th STEEL COLUMN $ FOOTING GARAGE
= I' -O"
8"X3"X3/8" 5TL
KNIFE PLATE
(2) 5/0"0 THRU BOLTS
COUNTERSINK d PLUG
14" MIGROLAM SISTER EACH
SIDE OF TRUSS OVER COLUMN.
ATTACH W/ PL400 d 10d NAILS
• 4" O.G. STAGGERED INTO
WEB MEMBERS.
BOT TRUSS =$
(VIF)
-EXISTS WALL PLATES (VIF)
EXIST'S EXTERIOR
vSTUD WALL SEE PLAN
OTRUSS REINFORCEMENT WALL
11/2" = 1'-0" Bm_splc3
EXISTING (I)
LY PREFAB
TRUSS (vIF)
STEEL PLATE
1/2"X?"Xi'
FOR 8X8 COL.
STONE VENEER
SEE ARCH
4 - 3/4"0X10"
ANCHOR BOLTS
54"x12"x12" 5TL
BASE PLATE
TIMBER COLUMN
SEE PLAN
CAULK
PT 2X FRAMING
55 4x4x1/4 5TL COL
<TYP
11/2" NON -SHRINK GROUT
T PIER =
5EE PLAN
X11111 1 111
SEE PLA'
I
(8) •5 VERTS-X
43 TIES a Ib" OC..--\
\
O
:1
GONG PIER
III—III- SEE PL LAN
(4) � XE:?: DM
6"
FT6 SEE PLAN
FOR SIZE S REINF
•
m
K
O SEE PLAN
(,"CONCRETE PIER ® COLUMN
2 3/4" = 1'-0"
II—III
—111
I I-11.
111111
11/2" -1 1 1=
-11
71111
111111
- 111 1111
-ISI-1�1
111-111-11
III=III=II11-
11=---111E-111E11
=1-111—I11=11
FOUNDATION —111=-111E 11-111
DRAIN SE
— 111=11
�,� I �—I I II I II I
-III_ ° o o \
—I i0000: o
moo..
0 0°00° °
0°_—
00004
T FT6 =
SEE PLAN
FOOTING TO BEAR ON
NATURAL UNDISTURBED
SOILS
Pler_R3
• IIII=
HORIZONTAL • 12" OG
T WALL =06,
SEE PLAN
M5 VERTICAL • 16" OG
EACH FACE
11/2
SOILS REPO
1 1 11 I(SEE PLAN
f.
•
•
;111—.
I III -
x5 Xio OWL • 16" OG
EACH FACE
2'-0"
ry
•5 • 12" O.G. TOP
OF FOOTING,
T FT6=
V
z
z_
tu
a_
3
0
m
m
'Ij O
sQ Ul
_z
it
,p m
a0
WO
_O
m
mmµ
m .6o
a
NN6�
aaa
0
r0
a a.
~LLE
tl
I . 11
SEE PLAN
14-KSXGONT
_ • F
SEE PLAN
FOOTING TO BEAR
�N NATURAL
OSECTION VIEW: COUNTERFORT
3 3/4" = 1'-0"
I" 0 x 48" ANCHOR BOLT
• 12" O.G. FULL WALL HEIGHT.
DRILL EXIST'S WALL S ATTAG
AT INSIDE FACE W/ WASHER
t NUT. EPDXY GROUT HOLE.
\_EXIST'6 WALL
PLATES (VIF)
EXIST'G EXTERIOR
STUD WALL SEE PLAN
• •
11/2"
GLR
'INTERIOR FACE'
/ UNDISTURBED SOIL
11/2"
•
•
GLR
.5 VERTICAL 016" OG
EACH FACE
M5 HORIZONTAL • 12" OG
EACH FADE
DATE: ISSUE/REV:
T-12-10 PERMIT REVISIONS
JOB M: 09063
EXISTING REINFORGIN6 IN WALL
*5 • 10" O.G. VERT 0 #5 • 16"
O.G. HORIZ (ASSUMED) (VIF)
LL
1/2" x 3" x 5" STEEL WASHER
W/ FULLY THREADED NUT
\—EXISTING GONG WALL NIF)
I INTERIOR FACE
OPLAN VIEW: COUNTERFORT
N.T.S.
SCALE:
AS INDICATED
DETAILS AND
GENERAL NOTES
55.1