HomeMy WebLinkAboutPLANS 1260 Big Thompson Ave Silver Saddle Addition 2019
ALL RIGHTS RESERVED.ALL RIGHTS RESERVED.33
(970) 586-9140(970) 586-9140
ESTES PARK, COLORADOESTES PARK, COLORADO
CTL | THOMPSON, INCORPORATEDCTL | THOMPSON, INCORPORATED
www.ctlt.comwww.ctlt.comFort Collins, CO 80524Fort Collins, CO 80524
COPYRIGHTCOPYRIGHT
22
STEVE LANESTEVE LANEcontact:contact:
F:970-206-9441F:970-206-9441
400 North Link Lane400 North Link Lane
1260 BIG THOMPSON AVENUE1260 BIG THOMPSON AVENUE
RESTRICTIONS.RESTRICTIONS.
11
FACIE EVIDENCE OF ACCEPTANCE OF THESEFACIE EVIDENCE OF ACCEPTANCE OF THESE
P:970-206-9455P:970-206-9455 10.31.1910.31.19
CTL I THOMPSON INCORPORATEDCTL I THOMPSON INCORPORATED
REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.
1515
CONTACT WITH THEM SHALL CONSTITUTE PRIMACONTACT WITH THEM SHALL CONSTITUTE PRIMA ESTES PARK, COLORADOESTES PARK, COLORADO
BEST WESTERN REMODELBEST WESTERN REMODEL
ENGINEER WITHOUT PREJUDICE, AND VISUALENGINEER WITHOUT PREJUDICE, AND VISUAL
DATEDATENO.NO.
REVISION/ISSUEREVISION/ISSUE
SHEET NUMBER:SHEET NUMBER:OFSHEETSOFSHEETS
S-000
SPECIFICATIONS SHALL REMAIN WITH THESPECIFICATIONS SHALL REMAIN WITH THE
ENGINEER. TITLE TO THESE PLANS ANDENGINEER. TITLE TO THESE PLANS AND
1692 BIG THOMPSON AVENUE1692 BIG THOMPSON AVENUE
EXCEPT BY WRITTEN PERMISSION FROM THEEXCEPT BY WRITTEN PERMISSION FROM THE
INFORMATION
METHOD IN WHOLE OR IN PART IS PROHIBITEDMETHOD IN WHOLE OR IN PART IS PROHIBITED
REPRODUCTION OR PUBLICATION BY ANYREPRODUCTION OR PUBLICATION BY ANY
BAS1CS ARCHITECTUREBAS1CS ARCHITECTURE
WHICH THEY WERE PREPARED. REUSE,WHICH THEY WERE PREPARED. REUSE,
TL THOMPSONCCTL THOMPSON
SHALL BE RESTRICTED TO THE ORIGINAL SITE FORSHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
PROJECT LOCATION:PROJECT LOCATION:
ENGINEER AND THEIR USE AND PUBLICATIONENGINEER AND THEIR USE AND PUBLICATION
PROJECTCLIENT:CLIENT:
ARE THE EXCLUSIVE PROPERTY OF THEARE THE EXCLUSIVE PROPERTY OF THE
SPECIFICATIONS, AS INSTRUMENTS OF SERVICESPECIFICATIONS, AS INSTRUMENTS OF SERVICE
THESE DRAWINGS AND ACCOMPANYINGTHESE DRAWINGS AND ACCOMPANYING
DESIGN/CHK:DESIGN/CHK:DRAWN:DRAWN:PROJECT #PROJECT #DATE:DATE:SCALE:SCALE:PER PLANPER PLAN
TDM/SBHTDM/SBHDESDESFC08673.000FC08673.00010/07/201910/07/2019
S20B40T2
WC
XI
Z
GPPUJOH0GPVOEBUJPOBOE!VOEFSHSPVOEQMVNCJOH!POMZ
DETAIL NUMBERSHEET TYPE DESIGNATORFLOOR PLAN DESIGNATORSHEET SEQUENCE NUMBER
8
S-300
DETAIL SYMBOL
STRUCTURAL DISCIPLINE
INDEX OF SHEETS
REMODEL
S-001GENERAL NOTESS-101SLAB CONTROL JOINT PLANS-501STRUCTURAL DETAILS
S-000PROJECT INFORMATIONS-002SPECIAL INSPECTIONSS-100BASEMENT-FOUNDATION PLANS-500FOUNDATION DETAILSS-502STRUCTURAL DETAILSS-503STRUCTURAL DETAILS
SHEET NO.
ESTES PARK, COLORADO
1260 BIG THOMPSON AVENUE
BEST WESTERN
1
CODE JURISDICTION:
DESIGN LOADING AND
ALL RIGHTS RESERVED.3
(970) 586-9140
ESTES PARK, COLORADO
CTL | THOMPSON, INCORPORATED
www.ctlt.comFort Collins, CO 80524
COPYRIGHT
SHEETS
2
STEVE LANEcontact:
F:970-206-9441
400 North Link Lane
1260 BIG THOMPSON AVENUE
RESTRICTIONS.
1
FACIE EVIDENCE OF ACCEPTANCE OF THESE
P:970-206-9455 10.31.19
CTL I THOMPSON INCORPORATED
REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.
15
CONTACT WITH THEM SHALL CONSTITUTE PRIMA ESTES PARK, COLORADO
BEST WESTERN REMODEL
ENGINEER WITHOUT PREJUDICE, AND VISUAL
DATENO.
REVISION/ISSUE S-001
SHEET NUMBER:OF
SPECIFICATIONS SHALL REMAIN WITH THE
ENGINEER. TITLE TO THESE PLANS AND
1692 BIG THOMPSON AVENUE
EXCEPT BY WRITTEN PERMISSION FROM THE
METHOD IN WHOLE OR IN PART IS PROHIBITED
REPRODUCTION OR PUBLICATION BY ANY
BAS1CS ARCHITECTURE
WHICH THEY WERE PREPARED. REUSE,
GENERAL NOTES
NOSPMOHTLTC
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
PROJECT LOCATION:
ENGINEER AND THEIR USE AND PUBLICATION
CLIENT:
ARE THE EXCLUSIVE PROPERTY OF THE
SPECIFICATIONS, AS INSTRUMENTS OF SERVICE
THESE DRAWINGS AND ACCOMPANYING
DESIGN/CHK:DRAWN:PROJECT #DATE:SCALE:PER PLAN
TDM/SBHDESFC08673.00010/07/2019
ENGINEER.
#5 TRANS. @ 24" O.C.
GEOTECHNICAL ENGINEER.
REINFORCEMENT ABOVE
(IN) BELOW FINISH GRADE.
APPROVED BY THE GEOTECHNICAL
TOP OF PAD EQUAL BOTTOM OF SLAB.
ALL FOOTINGS TO BEAR UPON NATIVE
PROVIDE "J" DOWELS TO MATCH WALL
UNDISTURBED SOIL OR STRUCTURAL FILL
FOOTINGS 24" AND WIDER (3) #5 CONT. & (1)SOIL OR STRUCTURAL FILL APPROVED BY THE
BOTTOM OF FOOTINGS TO BE A MINIMUM 30"FOOTINGS LESS THAN 24" WIDE (2) #5 CONT.
ALL PADS TO BEAR UPON UNDISTURBED NATIVE
THICKNESS
NUMBER SIGNIFIES WIDTHOF 12" DEEP MIN. CONTINUOUS THICKENEDFOOTING, (MATCH EXISTING)NUMBER SIGNIFIES WIDTHOF 12" DEEP MIN. CONTINUOUS FOOTING,(MATCH EXISTING)
psf
44
H
--T
FOUNDATION LEGEND
4"444
D
4000
I
E-
T
W
X
TE-24
W
X
H
Max.
Assumed per 2015 IBC Table 1806.2 and to be
T
L
G
N
E
L
Assumed allowable bearing pressure:
verified at Open-hole by CTL I THOMPSON.
Soils:
'E''E'
2.0 E60.9 E6
1.3 E61.8 E61.6 E61.6 E6
8d NAILS
10d NAILS10d NAILS
b
L
FF
850
245024502200
16001000
LVLLSL
23/32"* A.Y.C.
24F-V8
7/16" OSB
19/32" OSB
HEM FIR #2
DOUG FIR #1
DESCRIPTIONDESCRIPTION
DESIGN PROPERTIES FRAMING LUMBER
DESIGN PROPERTIES TIMBERS/GLULAMS
* ALASKAN YELLOW CEDAR OR PORT ORFORD CEDAR
ALL FRAMING SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THEGOVERNING CODE. ALL CONNECTIONS OR MEMBERS NOT SHOWN ARESUPPORTS AS REQUIRED BY CODE.ALL EXTERIOR WALL FRAMING SHALL BE
7/16" STRUCTURAL RATED OSBSHEATHING OVER 2X6 STUDS @ 16" ON-CENTER UNLESS NOTEDOTHERWISE.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.TO THE FOUNDATION AS NECESSARY.SHEATHING
MUST BE RENAILED WITH PROPER GUN PRESSURE NOT TOALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURETREATED LUMBER SHALL BE G185 HOT-DIP GALVANI1ED, TYPE 304STAINLESS STEEL OR TYPE
316 STAINLESS STEEL.
PER CODE. ALL MANUFACTURED WOOD PRODUCTS SHALL BE INSTALLEDPER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.FLOOR SHEATHING SHALL BE NAILED WITH 8D NAILS @ 6" ON-CENTEREDGES,
12" ON-CENTER INTERMEDIATE SUPPORTS. PROVIDE BLOCKING ATBUILT UP COLUMNS ARE 3-2XWALL THICKNESS HF#2 OR BETTER UNLESSNOTED OTHERWISE ON THE PLANS.ROOF SHEATHING SHALL BE FASTENED WITH
10d NAILS @ 6" ON-CENTEREDGES, 12" O.C. FIELD.PROVIDE SOLID BLOCKING TO TRANSMIT ALL POINT LOADS CONTINUOUSIF THERE ARE 20 PERCENT OF OVERDRIVEN NAILS IN SHEATHING, THENBREAK SURFACE
OF SHEATHING.
TYPETYPE
WALL SHEATHINGTIMBERS
ENGINEERED LUMBERENGINEERED LUMBERDIMENSIONAL LUMBERFLOOR SHEATHINGROOF SHEATHINGINTERIOR GLULAMEXTERIOR GLULAM
FRAMING :
0 psf
4000 psf
30 INCHES
50 pcf (EFP)
DESCRIPTION
(IN) BELOW GRADE, OR PER
30"
FOUNDATION SOILS
WE REQUIRE AN OPEN-HOLE OBSERVATION BE PERFORMEDBY A REPRESENTATIVE OF A QUALIFIED GEOTECHNICALTHE SOIL CONDITIONS ARE CONSISTENT WITH THOSEASSUMED.SOILS CONDITIONS INCONSISTENT WITH
THE SOILS REPORTMAY REQUIRE ADDITIONAL EVALUATION OR A FOUNDATIONTHE FOUNDATION ENGINEER.ALL FOOTINGS, PADS, OR PIERS (EXCEPT INTERIOR BASEMENTLOCAL CODE, AND SHOULD BEAR UPON UNDISTURBED
NATIVESOILS OR STRUCTURAL FILL ACCEPTABLE TO THEGEOTECHNICAL ENGINEER.WE RECOMMEND FOUNDATION WALLS NOT BE BACKFILLEDCONCRETE. PRIOR TO BACKFILLING, WE RECOMMENDLOCAL CODE.ALL FLOOR
SYSTEMS SHOULD BE IN PLACE BEFOREBACKFILLING AGAINST ANY FOUNDATION WALL, OR AS ANALTERNATIVE ADEQUATELY BRACE THE FOUNDATION.
ENGINEER. OPEN-HOLE OBSERVATIONS ARE TO VERIFY THATREDESIGN, AND SHOULD BE BROUGHT TO THE ATTENTION OFPADS) SHALL BE A MINIMUM OF FOR A MINIMUM OF EIGHT DAYS AFTER PLACEMENT OFDAMP-PROOFING
FOR ALL FOUNDATION WALLS THAT RETAINEARTH AND ENCLOSE INTERIOR SPACES AS REQUIRED BY
ASSUMED SOILS PER IBC 2015 TABLE
1806.2FOOTINGS - BEARING CONDITIONSMAXIMUM ALLOWABLE PRESSUREMINIMUM DEAD LOAD REQUIREDDESIGN EARTH PRESSUREFROST DEPTH
SOILS :
AND SHOP
AIR
N.A.
5-8%5-8%5-8%5-8%
FINISH
ENTRAINMENT
PER ARCHITECT
0.450.45N.A.0.450.45
FINISHBLACKBLACK
MAXIMUM
W/C RATIO
YIELD
36,00050,00050,00036,000
6075
4,0004,5004,0004,5004,000
GRADE
CONNECTIONS
A36A36
A325, UNLESS NOTED OTHERWISE5000 PSI, NON-SHRINK
GRADE 70
A992
STRENGTH (f 'c)
GRADE
A500 GR C
STEEL DESIGN PROPERTIES
REINFORCING DESIGN PROPERTIES
CONCRETE MATERIAL DESIGN PROPERTIES
USE
SIZE
TYPE
(SEE NOTE BELOW)
ALL CONCRETE SHALL BE DESIGNED, MIXED AND PLACED IN ACCORDANCE WITH ACI 301 SPECIFICATIONS FOR STRUCTURAL ADHERED TO WHEN THE AMBIENT TEMPERATURE IS 40°F OR ACCORDANCE WITH ACI 305R
- HOT WEATHER CONCRETING.AGGREGATES: PER ASTM C33ALL FOUNDATION WALL REINFORCEMENT SHOULD BE WIRED IN PLACE.ACCEPTABLE METHODS TO ACHIEVE THE REQUIRED CROSS SECTIONALL WELDS SHALL BE
PRE-QUALIFIED WITH ULTIMATE STRENGTH OF 70ALL MISCELLANEOUS WELDS (FIELD OR SHOP) SHALL BE MINIMUM SI1EALL GROUT USED UNDER STEEL COLUMN BASE PLATES SHALL BE OF FOUNDATION ANCHOR BOLTS
SHALL CONFORM TO ASTM A325 AND BE 1/2"
CEMENT TYPE I/II, ASTM C150.CONCRETE FOR BUILDINGS.COLD WEATHER CONCRETING REQUIREMENTS PER ACI 306R:"COLD WEATHER CONCRETING" SHALL BE STRICTLY BELOW.HOT WEATHER CONCRETE PRODUCTION,
DELIVERY, PLACING,CURING, TESTING AND INSPECTION SHALL BE IN READY-MIXED CONCRETE SHALL COMPLY WITH ASTM C94 - STANDARD SPECIFICATION FOR READY-MIXED CONCRETE.REINFORCING SHALL BE DEFORMED
GRADE 60 STEEL UNLESS NOTEDOTHERWISE (U.N.O.) ON THE PLAN AND SHALL CONFORM TO ASTM A615.MINIMUM CONCRETE COVER SHALL BE 2" (IN) U.N.O. ON THE PLAN.OVERLAPS SHALL BE 40 BAR DIAMETERS
BUT NOT LESS THAN 24" (IN).DETAIL REINFORCING BARS IN ACCORDANCE TO THE ACI DETAILINGMANUAL AND ACI CODE, LATEST EDITION.SLAB AND FOOTING REINFORCEMENT SHALL UTILI1E CHAIRS OR OTHERLOCATION.CONTRACT
OR SHALL PROVIDE MIX DESIGN SUBMITTALS FOR APPROVALPRIOR TO USE.COORDINATE ALL DIMENSIONS PRIOR TO CONSTRUCTION.KSI, AS DEFINED BY ANSI/AWX D1.1, ORD1.3, LATEST EDITION.CONTINUOUS MEMBERS
SHALL BE A MINIMUM OF 2 INCHES OF 3/16 INCHOTHERWISE NOTED.COLUMN BASE PLATES, CAP PLATES AND STIFFENER PLATES SHALL BEWELDED ALL AROUND. CONNECTIONS NOT DETAILED ON THE DRAWINGSSHALL
BE SELECTED FROM TABLE II PART 4 OF THE MANUAL OF STEELCONSTRUCTION OF THE ASIC. TABLE III IN PART 4 MAY BE USED INCOMBINATION WITH TABLE II. ELECTRODES FOR ALL FIELD WELDING SHALL
BE CLASS E70XX.NON-SHRINKABLE TYPE AND SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 5000 PSI.THE STEEL SUPPLIER SHALL PROVIDE SHOP DRAWINGS TO GENERAL CONTRACTOR AND TO THE ENGINEER
TO VERIFY DESIGN INTENT.(IN) DIAMETER BY 10" (IN) LONG SPACED AT 4'-0" MAXIMUM AND 12" (IN)MATERIAL.
INTERIOR SLAB SHRINKAGE SHALL BE MAXIMUM OF 0.04 PERCENT.IT IS THE CONTRACTORS/OWNERS RESPONSIBILITY TO VERIFY ANDFILLET ALL AROUND IN ACCORDANCE WITH AISC. WELDING OF FILLET STITCH
WELDS AT 12 INCHES O.C. STAGGERED EACH SIDE, UNLESSFROM CORNERS AND SPLICES, U.N.O. USE ENGINEERED SILL PLATE
FOUNDATIONSDRILLED PIERSEXTERIOR FLATWORKELEVATED PADS#3 - #11WWFW BEAMCHANNELWELDSGROUT BED
INTERIOR FLATWORKPLATE/ANGLEHSSBOLTS
GENERAL NOTES:ANCHOR BOLTS:
CONCRETE:STEEL:
ALL RIGHTS RESERVED.ALL RIGHTS RESERVED.33
(970) 586-9140(970) 586-9140
ESTES PARK, COLORADOESTES PARK, COLORADO
CTL | THOMPSON, INCORPORATEDCTL | THOMPSON, INCORPORATED
www.ctlt.comwww.ctlt.comFort Collins, CO 80524Fort Collins, CO 80524
COPYRIGHTCOPYRIGHT
SHEETSSHEETS
22
STEVE LANESTEVE LANEcontact:contact:
F:970-206-9441F:970-206-9441
400 North Link Lane400 North Link Lane
1260 BIG THOMPSON AVENUE1260 BIG THOMPSON AVENUE
RESTRICTIONS.RESTRICTIONS.
11
FACIE EVIDENCE OF ACCEPTANCE OF THESEFACIE EVIDENCE OF ACCEPTANCE OF THESE
P:970-206-9455P:970-206-9455 10.31.1910.31.19
CTL I THOMPSON INCORPORATEDCTL I THOMPSON INCORPORATED
REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.
1515
CONTACT WITH THEM SHALL CONSTITUTE PRIMACONTACT WITH THEM SHALL CONSTITUTE PRIMA ESTES PARK, COLORADOESTES PARK, COLORADO
BEST WESTERN REMODELBEST WESTERN REMODEL
ENGINEER WITHOUT PREJUDICE, AND VISUALENGINEER WITHOUT PREJUDICE, AND VISUAL
DATEDATENO.NO.
REVISION/ISSUEREVISION/ISSUE
SHEET NUMBER:SHEET NUMBER:OFOF
S-002
SPECIFICATIONS SHALL REMAIN WITH THESPECIFICATIONS SHALL REMAIN WITH THE
ENGINEER. TITLE TO THESE PLANS ANDENGINEER. TITLE TO THESE PLANS AND
1692 BIG THOMPSON AVENUE1692 BIG THOMPSON AVENUE
EXCEPT BY WRITTEN PERMISSION FROM THEEXCEPT BY WRITTEN PERMISSION FROM THE
INSPECTIONS
METHOD IN WHOLE OR IN PART IS PROHIBITEDMETHOD IN WHOLE OR IN PART IS PROHIBITED
REPRODUCTION OR PUBLICATION BY ANYREPRODUCTION OR PUBLICATION BY ANY
BAS1CS ARCHITECTUREBAS1CS ARCHITECTURE
WHICH THEY WERE PREPARED. REUSE,WHICH THEY WERE PREPARED. REUSE,
NNOOSSPPMMOOHHTTLLTTCC
SHALL BE RESTRICTED TO THE ORIGINAL SITE FORSHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
PROJECT LOCATION:PROJECT LOCATION:
ENGINEER AND THEIR USE AND PUBLICATIONENGINEER AND THEIR USE AND PUBLICATION
SPECIALCLIENT:CLIENT:
ARE THE EXCLUSIVE PROPERTY OF THEARE THE EXCLUSIVE PROPERTY OF THE
SPECIFICATIONS, AS INSTRUMENTS OF SERVICESPECIFICATIONS, AS INSTRUMENTS OF SERVICE
THESE DRAWINGS AND ACCOMPANYINGTHESE DRAWINGS AND ACCOMPANYING
DESIGN/CHK:DESIGN/CHK:DRAWN:DRAWN:PROJECT #PROJECT #DATE:DATE:SCALE:SCALE:PER PLANPERPLAN
TDM/SBHTDM/SBHDESDESFC08673.000FC08673.00010/07/201910/07/2019
ALL RIGHTS RESERVED.3
(970) 586-9140
ESTES PARK, COLORADO
CTL | THOMPSON, INCORPORATED
www.ctlt.comFort Collins, CO 80524
COPYRIGHT
SHEETS
2
STEVE LANEcontact:
F:970-206-9441
400 North Link Lane
1260 BIG THOMPSON AVENUE
RESTRICTIONS.
1
FACIE EVIDENCE OF ACCEPTANCE OF THESE
P:970-206-9455 10.31.19
CTL I THOMPSON INCORPORATED
REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.
15
CONTACT WITH THEM SHALL CONSTITUTE PRIMA ESTES PARK, COLORADO
BEST WESTERN REMODEL
ENGINEER WITHOUT PREJUDICE, AND VISUAL
NO.
DATE
REVISION/ISSUE
SHEET NUMBER:OF
S-100
SPECIFICATIONS SHALL REMAIN WITH THE
ENGINEER. TITLE TO THESE PLANS AND
1692 BIG THOMPSON AVENUE
EXCEPT BY WRITTEN PERMISSION FROM THE
METHOD IN WHOLE OR IN PART IS PROHIBITED
REPRODUCTION OR PUBLICATION BY ANY
BAS1CS ARCHITECTURE
WHICH THEY WERE PREPARED. REUSE,
FOUNDATION PLAN
NOSPMOHTLTC
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
PROJECT LOCATION:
ENGINEER AND THEIR USE AND PUBLICATION
CLIENT:
ARE THE EXCLUSIVE PROPERTY OF THE
SPECIFICATIONS, AS INSTRUMENTS OF SERVICE
THESE DRAWINGS AND ACCOMPANYING
DESIGN/CHK:TDM/SBH DRAWN:PROJECT #DATE:SCALE:PER PLAN
DESFC08673.00010/07/2019
"
4
1
E
TYPICAL ELEVATIONSAPPLY U.N.O. ON PLANTOP OF WALL = 99'-8TOP OF PAD = 89'-8"TOPOFFTG=89'-8"
NOTE:
TYPICAL ELEVATIONS
D(ASSUMED)
GNNEXISTING
VVVVVVVVV
MIN. CF-16
(V
" (VERIFY)
222
BASED ON AVAILABLE INFORMATION, THE IT IS ASSUMED THAT THE EXISTING MAIN FLOOR
11
1
28'-1
35'-7"40'-4"47'-2"
ARE ASSUMED TO HAVE FOOTINGS A MINIMUM OF 16"WIDE. IF FOOTINGS LESS THAN 16" WIDE ARASSUMED THAT NO EXISTING CONCENTRATED LOADANY EXISTING POINTS OF CONCENTRATED LOAD
NOTE:EXISTING FOUNDATION WALLS SHOWN ON THIS PLANOBSERVED, CONTACT CTL|THOMPSON FOR AFOUNDATION RE-EVALUATION.NOTE:JOISTS AND ROOF TRUSSES DISTRIBUTE LOADUNIFORMLY TO THE PORTIONS OF
THE EXISTINGFOUNDATION SHOWN ON THIS PLAN. THEREFORE IT ISBEARING POINTS FALL ON THESE WALLS. CONTACTCTL|THOMPSON FOR FOUNDATION RE-EVALUATION IFBEARING ARE OBSERVED.
28'-5" ± (VERIFY)
6'-6"424
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140'-7"
14'-8 DOOR
3'-2"
ELEVATOR
112121
CF-16
50x50x12
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888888888888888888888
3'-2"42'-6"23'-0"
"29'-10
3
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1'-10"
444
19'-6"
THOMPSON RE: ALL
5
3
|
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S-500
BASEMENT SLAB; 4"
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VERIFY EXISTING
117'-8 NOTE:FOUNDATIONS CALLED OUTON PLANS ARE MINIMUMS.FOUNDATIONS DURINGDEMOLITION. CONTACTCTLDISCREPANCIES.
OVER 4" CLEAN GRAVEL
7
BAR @ 24" O.C. EACH WAY
CONCRETE SLAB WITH (1) #3
S-500
44x44x12
4'-0"
16'-3"
"
0
2
CF-20CF2
2
"
1
24
"
S-500
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2
3
1
24x24x12
25'-2
13'-0"
20'-6
36x36x12
37'-11
10
S-500
CF-18
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4
12'-11"
1
55
444
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89'-3
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0
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24
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MIN. CF-16
113
CF-16
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21'-8
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11-
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1
330
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"99'-0"11'-2
S-500
3CF-161
MINIMUM CF-16
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26x26x122222222222222222222 1'-10"
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SCALE 1/8" = 1'-0"
4
(ASSUMED)
3
1
EXISTING
MIN. CF-16
4
"6'-842
"16'-11"0111119'-10
3
11
4
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3
4
"26'-9
3
1'-10"
449'-8"244
"27'-1
"6'-10"0066666666616'-101616"28'-7
31333
1
ALL RIGHTS RESERVED.3
(970) 586-9140
ESTES PARK, COLORADO
CTL | THOMPSON, INCORPORATED
www.ctlt.comFort Collins, CO 80524
COPYRIGHT
SHEETS
2
STEVE LANEcontact:
F:970-206-9441
400 North Link Lane
1260 BIG THOMPSON AVENUE
RESTRICTIONS.
1
FACIE EVIDENCE OF ACCEPTANCE OF THESE
P:970-206-9455 10.31.19
CTL I THOMPSON INCORPORATED
REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.
15
CONTACT WITH THEM SHALL CONSTITUTE PRIMA ESTES PARK, COLORADO
BEST WESTERN REMODEL
ENGINEER WITHOUT PREJUDICE, AND VISUAL
NO.
DATE
REVISION/ISSUE S-101
SHEET NUMBER:OF
SPECIFICATIONS SHALL REMAIN WITH THE
ENGINEER. TITLE TO THESE PLANS AND
1692 BIG THOMPSON AVENUE
EXCEPT BY WRITTEN PERMISSION FROM THE
JOINT PLAN
METHOD IN WHOLE OR IN PART IS PROHIBITED
REPRODUCTION OR PUBLICATION BY ANY
BAS1CS ARCHITECTURE
WHICH THEY WERE PREPARED. REUSE,
NOSPMOHTLTC
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
PROJECT LOCATION:
ENGINEER AND THEIR USE AND PUBLICATION
SLAB CONTROLCLIENT:
ARE THE EXCLUSIVE PROPERTY OF THE
SPECIFICATIONS, AS INSTRUMENTS OF SERVICE
THESE DRAWINGS AND ACCOMPANYING
DESIGN/CHK:TDM/SBH DRAWN:PROJECT #DATE:SCALE:PER PLAN
DESFC08673.00010/07/2019
". SEAL
14
, (AT CONSTRUCTION JOINT;
S-100
OF SLAB DEPTH PLUS
14
" WIDE CONSTRUCTION JOINT. JOINT DEPTH
14 WITH JOINT SEALANT.4" MIN. BASE COURSE OF CLEAN GRAVEL ORSUBGRADE TO MATCH SLOPE OF SLAB INORDER TO MAINTAIN SLAB THICKNESS
SURFACE SEALANT ASREQUESTED BY OWNER.SHALL BE REINFORCED CONCRETE SLAB-ON-GRADEPER PLAN, EXTEND REBAR 24" FROM FIRST POUR).CRUSHED STONE, SLOPE FOUNDATION
ALL JOINTS MAY BE SAW CUT. CONSTRUCTION
NOTE:JOINT CAN REPLACE ANY SAW-CUT JOINT AT THE
DISCRETION OF THE CONTRACTOR.
3" CLEAR
SLAB AND CONTROL JOINT DETAIL
MAX. JOINT SPACING SHALL BE 15 FEET INEITHER DIRECTION.
RS
THE
Y O
L B
POO
S-100
POOL SLAB PER
THIS SHEET, TYPICAL
CONTROL JOINT PER DETAILS
SCALE 1/8" = 1'-0"
SLAB CONTROL JOINT PLAN
ALL RIGHTS RESERVED.ALL RIGHTS RESERVED.33
(970) 586-9140(970) 586-9140
ESTES PARK, COLORADOESTES PARK, COLORADO
CTL | THOMPSON, INCORPORATEDCTL | THOMPSON, INCORPORATED
www.ctlt.comwww.ctlt.comFort Collins, CO 80524Fort Collins, CO 80524
COPYRIGHTCOPYRIGHT
SHEETSSHEETS
22
STEVE LANESTEVE LANEcontact:contact:
F:970-206-9441F:970-206-9441
400 North Link Lane400 North Link Lane
1260 BIG THOMPSON AVENUE1260 BIG THOMPSON AVENUE
RESTRICTIONS.RESTRICTIONS.
11
FACIE EVIDENCE OF ACCEPTANCE OF THESEFACIE EVIDENCE OF ACCEPTANCE OF THESE
P:970-206-9455P:970-206-9455
CTL I THOMPSON INCORPORATEDCTL I THOMPSON INCORPORATED
REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.10.31.1910.31.19
1515
CONTACT WITH THEM SHALL CONSTITUTE PRIMACONTACT WITH THEM SHALL CONSTITUTE PRIMA ESTES PARK, COLORADOESTES PARK, COLORADO
--------
ENGINEER WITHOUT PREJUDICE, AND VISUALENGINEER WITHOUT PREJUDICE, AND VISUAL
DATEDATENO.NO.
REVISION/ISSUEREVISION/ISSUE
SHEET NUMBER:SHEET NUMBER:OFOF
S-500
SPECIFICATIONS SHALL REMAIN WITH THESPECIFICATIONS SHALL REMAIN WITH THE
ENGINEER. TITLE TO THESE PLANS ANDENGINEER. TITLE TO THESE PLANS AND
1692 BIG THOMPSON AVENUE1692 BIG THOMPSON AVENUE
EXCEPT BY WRITTEN PERMISSION FROM THEEXCEPT BY WRITTEN PERMISSION FROM THE
BEST WESTERN REMODELBEST WESTERN REMODEL
DETAILS
DETAILSDETAILSDETAILS
METHOD IN WHOLE OR IN PART IS PROHIBITEDMETHOD IN WHOLE OR IN PART IS PROHIBITED
REPRODUCTION OR PUBLICATION BY ANYREPRODUCTION OR PUBLICATION BY ANY
BAS1CS ARCHITECTUREBAS1CS ARCHITECTURE
WHICH THEY WERE PREPARED. REUSE,WHICH THEY WERE PREPARED. REUSE,
NNOOSSPPMMOOHHTTLLTL THOMPSONTTCC
SHALL BE RESTRICTED TO THE ORIGINAL SITE FORSHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
PROJECT LOCATION:PROJECT LOCATION:
ENGINEER AND THEIR USE AND PUBLICATIONENGINEER AND THEIR USE AND PUBLICATION
FOUNDATIONCLIENT:CLIENT:
FOUNDATIONFOUNDATIONFOUNDATION
ARE THE EXCLUSIVE PROPERTY OF THEARE THE EXCLUSIVE PROPERTY OF THE
SPECIFICATIONS, AS INSTRUMENTS OF SERVICESPECIFICATIONS, AS INSTRUMENTS OF SERVICE
THESE DRAWINGS AND ACCOMPANYINGTHESE DRAWINGS AND ACCOMPANYING
DESIGN/CHK:DESIGN/CHK:DRAWN:DRAWN:PROJECT #PROJECT #DATE:DATE:SCALE:SCALE:PER PLANPERPLAN
TDM/SBHTDM/SBHDESDESFC08673.000FC08673.00010/07/201910/07/2019
6"
HGT.
812
4
36"
6"
" CLEAR
2
1
#4 HORIZ. TIES@ 3" SPACINGSHAPED TIES)
3" EXTENSIONAT TIE HOOK,TYP., ((SQUARE ANDDIAMOND
FROM MPB88Z)(8) #5 VERTICALREBAR HOOKS@ 6" O.C.
SIMPSON MPB88ZPOST BASE.INSTALL PERMFR`S SPECS.
ABOVE WINDOW,
PERIMETER DRAIN PERGENERAL NOTESTOP REINF. PERWALL DETAILS, THISSHEET(2) #4 HORIZ. 3" (IN)OPENINGSHEET, TURN DOWN ASSHOWN(2) #4 VERT BARSOF OPENINGSHEET, TURN DOWN ASSHOWN
EXTEND x 30" (IN)MINIMUM BEYONDINTERMEDIATE HGT.REINF. SEE DETAIL THISREQUIRED EACH SIDEINTERMEDIATE HGT.REINF. SEE DETAIL THISBOTTOM REINF. SEEDETAIL THIS SHEET
CONC. SLAB PER PLANCONC. FOOTING PER
PLAN
#4 HORIZONTALAS SHOWN (3)
PERIMETER BARSMIDDLE, BOTTOM.
ROWS - TOP,
CLEAR
3"
" GYPCRETE WITH DBL SILL
2
1
BASEMENT FDN SEEDETAIL THIS SHEET
STRUCTURAL PLANS
1PLATE ON FLOOR SHEATHINGPER GENERAL NOTESFRAMING PER ARCH. ANDANCHOR BOLTS PERGENERAL NOTESCOMPACTED BACKFILL8" THICK COUNTER-FORTCENTER REINF. IN WALL &(IN) TO BASEMENT FDNWALL (ALTERNATE)CONC.
FTG. PER PLANW/ 2 #4 BAR DOWELSTHUS,
DBL. 2x4 PLATE AND TOPMTD. JOISTS HANGERSPER GENERAL NOTESPER PLAN W/ #4 BARS @12" (IN) O.C. EACH WAY.HOOK HORIZ. STEEL 24"
18"
PER
PLAN
E
P
VIEW
O
PLAN
L
S
%
0
1
MIN.
18"
FOR VERT. SPACING
DOOR PER PLAN
SEE DETAIL THIS SHEET
PER
PLAN
2"
TYP.
PILASTER TO BEARPER SOILS REPORT
AS SHOWN.
SIMPSON POSTCONC. PILASTERWITH REINFORCING
BASE MPB88Z
STRUCTURAL PLANS
POST PER PLAN WITHFRAMING PER ARCH/
MIN.
MAX
6"
1'-4"8'-0" MIN.
30" MIN.
10'-0" MAX
PER PLAN
3"
TYPICAL COUNTERFORT
OPENING IN FOUNDATION WALL
EQ.EQ.EQ.
11
3
6"
PER PLAN
24"
OOOOOOOOO
NORTH ENTRY ROOF PEDESTAL
OOOOOOOOO
OOOOOOOOO
EMBEDMENT 6" INTO
7
L
TYP.
22"
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TO MATCH NEW WALL
DRILL & EPOXY #4 BARREINF.MIN.EXISTING, 24" MIN INTONEW FDN WALL.
NEW FDN. WALL ANDREINFORCING PERPLANS AND DETAILS
2"
PLAN VIEWS
22"
6"
" (IN) ISOLATION JOINT
PILASTERPLAN VIEW
CONCRETE SLAB PER PLAN
12
ANCHOR BOLTS PER GENERAL NOTESCOMPACTED BACKFILL PER GENERAL2-#4 BARS @ 30" O.C. MAX.24"
POOL AREA SLAB PER PLANNOTES8" (IN) THICK CONCRETE WALL WITH2-#4 BARS TOP & BOTTOM (8" (IN)MAX FROM T.O.W. OR B.O.W.)EXCAVATION PER OSHACONC. FTG. PER PLAN
1-#4 BAR VERT. AT 24" (IN) O.CVERT. REINF. ABOVE THUS, (ALT.
PERIMETER DRAIN PER GENERALNOTESHOOK DIRECTION)
1-#4 BAR DOWELS TO MATCH
EMENT WAL
R
S
" GYPCRETE, DBL SILL PLATE ON
2
18"
1
GENERAL NOTES
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18"
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OOK
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'-POST BASE PERHANGER SCHEDULE
CONC. PILASTER PER@ 12" O.C. THUS,(RDIRER@CONCRETE PAD PER PLAN
PLAN W/ (8) #4 BARS (1)EACH CORNER & #3 TIES
0
PLAN
1TIE IN NEW FOUNDATION WALL
EXISTING
PER
FDN. WALL
2
3 1/2"
10
PER PLAN
6"
24"
2" MIN.
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SOUTH DECK PEDESTAL
PER
30" MIN
" (IN) ISOLATION JOINT
CONC. SLAB PER PLAN
ANCHOR BOLTS PERTREATED 2x SILL PLATE 12
GENERAL NOTESEA. SIDE
FREE DRAINING GRAVEL
6
" GYPCRETE, DBL. SILL PLATE
2
1" (IN) ISOLATION JOINT
CONCRETE SLAB PER PLAN
1
ANCHOR BOLTS PER2-#4 BARS @ 30" O.C.2
ON FLOOR SHEATHING PERGENERAL NOTESDBL. 2x4 PLATE AND TOPMTD. JOISTS HANGERSGENERAL NOTESCOMPACTED BACKFILLPER GENERAL NOTES8" (IN) THICK CONCRETE WALLWITH 2-#4 BARS TOP &T.O.W. OR B.O.W.)MAX.(IN)
O.CCONC. FTG. PER PLAN
1BOTTOM (8" (IN) MAX FROM1-#4 BAR VERT. AT 24"EXCAVATION PER OSHAABOVE THUS, (ALT.
PERIMETER DRAIN PERGENERAL NOTESMATCH VERT. REINF.HOOK DIRECTION)
1-#4 BAR DOWELS TO
E
P
O
6
L
2
S 2"3
1
PER
PLAN
S-501
%
0
1
6"
PER
PLAN
" NON-SHRINK GROUT LEVELING
2
" EXP. JT. MATERIAL
1
2
PER DETAIL 3/
BASE PLATE AND ATTACHMENTSAWCUT EXISTING SLAB AND REMOVECONC. AND GRAVEL TO UNDISTURBEDSOILREINFORCE WITH (2) MATSOF #4 REBAR @ 12" O.C.EACH WAY, TOP AND BOTTOMCONCRETE PAD PER PLAN
STEEL COL. PER PLANBED 1
1
2"
PLAN
TYP
SMOOTH TROWEL
PLAN
PER
8"
W/ FTG.
TOP OF ALL INTERIOR
10'-0" MAX.NOTE:PADS AND FOOTINGS
CONC. STEM
PLAN
CONTINUOUSCONTINUOUS
BEARING PER
SOILS REPORT
PER
4" TALL x6" WIDE
10'-0" FOUNDATION BASEMENT WALLCURB - INTERIOR STRIP FOOTING
POURED INTEGRAL
PER
CONCRETE FTG. PER
PLAN
CLR.
19
3"
12"
EXISTING SLAB PAD FOOTING
6"
24"
5
6"
24"
S-501
" NON-SHRINK
2
" GYPCRETE DBL. SILL PLATE ON FLOOR 1
ATTACHMENT PERCONCRETE SLAB PEROF #4 REBAR @ 12" O.C.CONCRETE PAD PER
2 STEEL COL. PER PLANISOLATION JOINTBASE PLATE ANDDETAIL 3/PLANREINFORCE WITH (2) MATSEACH WAY, TOP AND BOTTOMPLAN
1GROUT LEVELING BED
" (IN) ISOLATION JOINT
1
2-#4 BARS @ 30" O.C. MAX.
1
2x SHEAR BLOCKING IN DIAPHRAGMALONG SILL PLATE; ATT. TO SILLANCHOR BOLTS PER GENERAL NOTEST.O.W. OR B.O.W.)2 EXISTING SLABVERT. REINF. ABOVE THUS, (ALT.CONC. FTG. PER PLAN
SHEATHING PER GENERAL NOTESFRAMING PER ARCH. AND STRUCTURALPLANSPLATE W/ (1) A35 CLIP AT 16" O.C.8" (IN) THICK CONCRETE WALL WITH 2-#4BARS TOP, & BOTTOM (8" (IN) MAX FROMCONCRETE SLAB
PER PLANHOOK DIRECTION)
11-#4 BAR VERT. AT 24" (IN) O.C1-#4 VERT. BAR DOWELS TO MATCH
" (IN) ISOLATION JOINT
ABOVE THUS, (ALT.
AREA PER PLAN 1 ANCHOR BOLTS PER GENERAL NOTES1-#4 BAR DOWELS TOMATCH VERT. REINF.HOOK DIRECTION)
CONCRETE SLAB AT POOL 2 COMPACTED BACKFILL PER GENERALNOTES8" (IN) THICK CONCRETE WALL WITH 2-#4BARS TOP & BOTTOM (8" (IN) MAX FROMT.O.W. OR B.O.W.)(1) #4 BAR VERT. AT 18" (IN) O/CCONC.
FTG. PER PLAN
PERIMETER DRAIN PER GENERAL NOTES
3"
2
12
PER PLAN
PER
PLAN
PER
PLAN
2"
2"
TYP
TYP
PLAN
PLAN
8"
PER
PER
12"
9'-0" FOUNDATION BASEMENT WALLTYPICAL ISOLATED INTERIOR PADFROST DEPTH FOUNDATION
9'-0" MAX
30" MIN.
ALL RIGHTS RESERVED.ALL RIGHTS RESERVED.33
(970) 586-9140(970) 586-9140
ESTES PARK, COLORADOESTES PARK, COLORADO
CTL | THOMPSON, INCORPORATEDCTL | THOMPSON, INCORPORATED
www.ctlt.comwww.ctlt.comFort Collins, CO 80524Fort Collins, CO 80524
COPYRIGHTCOPYRIGHT
SHEETSSHEETS
22
STEVE LANESTEVE LANEcontact:contact:
F:970-206-9441F:970-206-9441
400 North Link Lane400 North Link Lane
1260 BIG THOMPSON AVENUE1260 BIG THOMPSON AVENUE
RESTRICTIONS.RESTRICTIONS.
11
FACIE EVIDENCE OF ACCEPTANCE OF THESEFACIE EVIDENCE OF ACCEPTANCE OF THESE
P:970-206-9455P:970-206-9455
CTL I THOMPSON INCORPORATEDCTL I THOMPSON INCORPORATED
REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.10.31.1910.31.19
1515
CONTACT WITH THEM SHALL CONSTITUTE PRIMACONTACT WITH THEM SHALL CONSTITUTE PRIMA ESTES PARK, COLORADOESTES PARK, COLORADO
--------
ENGINEER WITHOUT PREJUDICE, AND VISUALENGINEER WITHOUT PREJUDICE, AND VISUAL
DATEDATENO.NO.
REVISION/ISSUEREVISION/ISSUE S-501
SHEET NUMBER:SHEET NUMBER:OFOF
SPECIFICATIONS SHALL REMAIN WITH THESPECIFICATIONS SHALL REMAIN WITH THE
ENGINEER. TITLE TO THESE PLANS ANDENGINEER. TITLE TO THESE PLANS AND
1692 BIG THOMPSON AVENUE1692 BIG THOMPSON AVENUE
EXCEPT BY WRITTEN PERMISSION FROM THEEXCEPT BY WRITTEN PERMISSION FROM THE
BEST WESTERN REMODELBEST WESTERN REMODEL
DETAILS
METHOD IN WHOLE OR IN PART IS PROHIBITEDMETHOD IN WHOLE OR IN PART IS PROHIBITED
REPRODUCTION OR PUBLICATION BY ANYREPRODUCTION OR PUBLICATION BY ANY
BAS1CS ARCHITECTUREBAS1CS ARCHITECTURE
WHICH THEY WERE PREPARED. REUSE,WHICH THEY WERE PREPARED. REUSE,
NNOOSSPPMMOOHHTTLLTTCC
SHALL BE RESTRICTED TO THE ORIGINAL SITE FORSHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
PROJECT LOCATION:PROJECT LOCATION:
ENGINEER AND THEIR USE AND PUBLICATIONENGINEER AND THEIR USE AND PUBLICATION
STRUCTURALCLIENT:CLIENT:
ARE THE EXCLUSIVE PROPERTY OF THEARE THE EXCLUSIVE PROPERTY OF THE
SPECIFICATIONS, AS INSTRUMENTS OF SERVICESPECIFICATIONS, AS INSTRUMENTS OF SERVICE
THESE DRAWINGS AND ACCOMPANYINGTHESE DRAWINGS AND ACCOMPANYING
DESIGN/CHK:DESIGN/CHK:DRAWN:DRAWN:PROJECT #PROJECT #DATE:DATE:SCALE:SCALE:PER PLANPERPLAN
TDM/SBHTDM/SBHDESDESFC08673.000FC08673.00010/07/201910/07/2019
712
4
8"
6"
-
Cy6"5"
5.5"4.5"
2.75"
-
Cx3"2"6"5"4"
W L
4"4"
-
4"
Sx2"8"3"
10"
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2"1"1"1"1"
(EC)1.5"
Ex2.5"
EDGE CLR.
-
8"
Sy10"
6.5"
8.5"9.5"
3"2"
BEAM OR COLUMNPER PLAN" LAG SCREWS
SPACE
BOLT : A36 STEEL PER GENERAL NOTES
12
2x6 KING STUD EACH SIDE
(1) 2x6 PLATE(3) 2x6 POST AT HOIST BEAM
CS22 COIL STRAP, FILL ALL HOLESW/ 8d NAILS
A35 CLIP AT EACH KING
-ROOF TRUSSES PER PLANSTEEL BEAM PER PLANSTUD, INSTALL PERMANUFACTURE`S SPECS.
(2)
1"1"
)
: 70EXX FILLET WELDS PER GENERAL NOTES, Ey
: ASTM A325 PER GENERAL NOTES
0.75"
1.25"1.25"
TABLE 1
1/4"1/4"
WELD
THROAT
COPE AS REQUIRED;AT A MINIMUM, LONGTO MATCH SPECIFIEDSHEAR TAB LENGTHSINGLE SHEAR PLATE FORTHICKNESS REF. TABLE
ENOUGH SECTION OFBEAM WEB MUST REMAIN
WELDS
SHEAR TABSBOLTSDOUBLE SIDED, FULL LENGTH
W BEAM-
A325A325
L (PER TABLE)
(MINIMUM CONNECTION SPECIFICATIONS)
3/4"3/4"
BOLT TYPE
EXP. ANCHEXP. ANCHEXP. ANCH
W/2
THICKNESS
PLATE
--
-
BOLTS / A. R. `s
4"4"
16"
W (PER TABLE)
3/4"3/4"3.25"
BOLTDIA.
EMBED
1/2"
EC (PER TABLE)
EC
16"
23
SPACING PER TABLE
-
BOLTSIN LINE
0.5"
TYP. BOLT 0.75"0.75"0.75"0.75"
BOLT DIA.
ELEVATOR HOIST/SAFETY BEAM
SHEAR TAB DETAIL AND SCHEDULE
W10xW12x
WELDS ARE FILLET TYPE, 70 Fw (KSI), FULL LENGTH.
NOTES:BOLTS ARE A325, THREAD EXCLUDED FROM SHEAR PLANE.TAB MATERIAL IS A36.EDGE CLEARANCE IS IN VERTICAL DIRECTION.CENTER BOLTS HORIZONTALLY IN TAB.
BEAM SIZE
-
0.75"
0.875"0.875"
1.3125"1.3125"
HOLE DIA.
11
3,8
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44444
QUANTITY
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L
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S
4
HSS TUBE STEEL COLUMNPER PLAN, ATTACH TOBASE OR CAP PLATE WITH 1 MINIMUM
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12"10"
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11"12"10"11"
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WRAP LVL IN ROOF FELT OR
ICE/WTR SHIELD
Ex
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TYPE
HSS 5HSS 3HSS 5HSS 3HSS 5HSS 3
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E
U
L
L
D
ONON
AP PLAT
CO
C
R
LVLBM
ORETE PA. FDN. WAL
TEEL BEAM
CC
E E PLATE E PLATE
S
NN
NOT USED SSS HSS
BEAM POCKET - LVL
N
BAOBACOBACO
6
2
10
S-501
" FILLET WELD ALL
4
1
"Ø A325 OR BETTER THROUGH
4
3
GENERAL NOTESW12 STEEL BEAM PER PLANJOIST HANGERS PERTO WF PER MFR. SPECS.
FLOOR SHEATHING PERHANGER SCHEDULE, WELDFLOOR JOISTS PER PLAN
" THICK STEEL WEB STIFFENER,
4
" FILLET WELD ALL
3 AT CENTERLINE OF COLUMN.ATTACH WITH AROUND
BASE PLATE PER 7/
ATTACH BASE PLATE TO STEEL BEAMW/ (4)
4 BOLTS, NUTS, AND LOCK WASHERSBEAM PER PLAN
1
S-501
ATTACHMENTWALL SCHEDULESPEC'S FOR
MINIMUM 3 STUDS ATHOLD DOWN FOREXTERIOR SHEATHINGREQUIREMENTS PERHOLD-DOWN STRAPPER PLAN SEE MANUF.INSTALLATIONCONC. FDN. WALLPER PLAN
BASE PLATE
"Ø A325 THROUGH BOLTS, NUTS, AND LOCK
4
3
" THICK STEEL WEB STIFFENER, AT CENTERLINE
4
AROUND
3 OF COLUMN. ATTACH WITH (4) WASHERSCAP PLATE PER 7/
HSS COLUMN PER PLAN
HSS TO WF BEAM, TOP - BOTTOM CONNECTIONW12 FLUSH BEAMHOLD DOWN STRAP AT FOUNDATION
CAP PLATE
6"
159
24"
" EXPANSION
2
2x6 STUDS @ANCHOR BOLTS PERJOINT TYP.TOP, MIDDLE & BOTTOMTO MATCH VERT.THUS, (ALT. HOOK
GENERAL NOTES 1(1) #5 VERT. @8" CONC. WALL PERPLAN WITH (2) #5 BARS(8" (IN) MAX FROM T.O.W.OR B.O.W.)(1) #5 BAR DOWELSREINF. ABOVEDIRECTION)DBL. MAT OF #5BARS @ 18" O.C.
16" O.C.16" O.C.
6
2
" DIA. THRU-BOLTS AT 32"
2
1
TOP MOUNT JOIST HANGER
(VERIFY)FRAMING PER ARCH. ANDSTRUCTURAL PLANSPER HANGER SCHEDULE(1) #4 x 4 FTGROUT OR BLOCK BP SOLID
DROP TOP REINF. BELOW BPSTEEL SHIMS AS REQ'DFDN WALL PERDETAIL THIS SHEET
2xFULL WIDTH TOP PLATE, GLUE & NAIL TOSTAGGERED.O.C. W/ WASHERS ON EACH FACE.GLUE 2X FILLER MATERIALTOGETHER AND TO STEEL BEAM
BEAM W/(1) 0.157" DIA. P.A.F. @ 32" O.C.,INSTALL PER PLAN
4'-0"
ATTACHED TO NAILER PLATE.STL COLUMN PER
TOP MOUNT HANGER PER SCHEDULEWF BEAM FLUSH PER PLANPLAN
8'-6"
JOIST PER
PLAN
(VERIFY)
WF
BM
PER PLAN
JOIST
12"
ELEVATOR PIT W10 FLUSH BEAM TYPICAL BEAM POCKET
ALL RIGHTS RESERVED.ALL RIGHTS RESERVED.33
(970) 586-9140(970) 586-9140
ESTES PARK, COLORADOESTES PARK, COLORADO
CTL | THOMPSON, INCORPORATEDCTL | THOMPSON, INCORPORATED
www.ctlt.comwww.ctlt.comFort Collins, CO 80524Fort Collins, CO 80524
COPYRIGHTCOPYRIGHT
SHEETSSHEETS
22
STEVE LANESTEVE LANEcontact:contact:
F:970-206-9441F:970-206-9441
400 North Link Lane400 North Link Lane
1260 BIG THOMPSON AVENUE1260 BIG THOMPSON AVENUE
RESTRICTIONS.RESTRICTIONS.
11
FACIE EVIDENCE OF ACCEPTANCE OF THESEFACIE EVIDENCE OF ACCEPTANCE OF THESE
P:970-206-9455P:970-206-9455
CTL I THOMPSON INCORPORATEDCTL I THOMPSON INCORPORATED
REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.REVISED GL-D TO BEARING WALL AT MAIN. REVISED SNOW LOAD COEFF.10.31.1910.31.19
1515
CONTACT WITH THEM SHALL CONSTITUTE PRIMACONTACT WITH THEM SHALL CONSTITUTE PRIMA ESTES PARK, COLORADOESTES PARK, COLORADO
--------
ENGINEER WITHOUT PREJUDICE, AND VISUALENGINEER WITHOUT PREJUDICE, AND VISUAL
DATEDATENO.NO.
REVISION/ISSUEREVISION/ISSUE
SHEET NUMBER:SHEET NUMBER:OFOF
S-503
SPECIFICATIONS SHALL REMAIN WITH THESPECIFICATIONS SHALL REMAIN WITH THE
ENGINEER. TITLE TO THESE PLANS ANDENGINEER. TITLE TO THESE PLANS AND
1692 BIG THOMPSON AVENUE1692 BIG THOMPSON AVENUE
EXCEPT BY WRITTEN PERMISSION FROM THEEXCEPT BY WRITTEN PERMISSION FROM THE
BEST WESTERN REMODELBEST WESTERN REMODEL
DETAILS
METHOD IN WHOLE OR IN PART IS PROHIBITEDMETHOD IN WHOLE OR IN PART IS PROHIBITED
REPRODUCTION OR PUBLICATION BY ANYREPRODUCTION OR PUBLICATION BY ANY
BAS1CS ARCHITECTUREBAS1CS ARCHITECTURE
WHICH THEY WERE PREPARED. REUSE,WHICH THEY WERE PREPARED. REUSE,
NNOOSSPPMMOOHHTTLLTTCC
SHALL BE RESTRICTED TO THE ORIGINAL SITE FORSHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
PROJECT LOCATION:PROJECT LOCATION:
ENGINEER AND THEIR USE AND PUBLICATIONENGINEER AND THEIR USE AND PUBLICATION
STRUCTURALCLIENT:CLIENT:
ARE THE EXCLUSIVE PROPERTY OF THEARE THE EXCLUSIVE PROPERTY OF THE
SPECIFICATIONS, AS INSTRUMENTS OF SERVICESPECIFICATIONS, AS INSTRUMENTS OF SERVICE
THESE DRAWINGS AND ACCOMPANYINGTHESE DRAWINGS AND ACCOMPANYING
DESIGN/CHK:DESIGN/CHK:DRAWN:DRAWN:PROJECT #PROJECT #DATE:DATE:SCALE:SCALE:PER PLANPERPLAN
TDM/SBHTDM/SBHDESDESFC08673.000FC08673.00010/07/201910/07/2019
7
11
3
"Ø TITEN HD ANCHORS @
2
1
" EXPANSION JT. MTL.
2
1
ALONG LENGTH OF FOOTING
SILL PLATE WITH 0.157 P.A.F. @ 48"48" O.C. 4" SLAB PER PLAN
NEW 2x6 STUDS @ 16" O.C., INSTALLO.C. AND CONSTRUCTION ADHESIVE,OPTION: NEW CONTINUOUS FOOTING PERPLAN, REINFORCE WITH (2) #4 REBARCONTINUOUS TOP AND BOTTOMDRILL & EPOXY #4 BARSDOWELS
6" MIN. INTOEXISTING FOOTING @ 12" O.C.
S-503
"Ø SIMPSON SDWS
4
1
PER PLAN
SIMPSON 3" T131475SSCREWS @ 16" O.C., (ALT.;SIDE OF WEB EACH SCREW)
" GYPBOARD WITH 7" EDGE
2
WF10x_ STEEL BEAM PER PLANWF10x_ STEEL BEAM PER PLAN
1 NAILING(2) SCREWS @ 16" O.C.NAILER PLATE, ATTACH PERDETAIL 8/HANGERS PER SCHEDULE
Y
2xFULL WIDTH TOP
6"
1
VERIFY
STEEL BEAM PER PLAN
PLATE, GLUE & NAIL TO
AT 32" O.C., STAGGERED
"
2
1
6"1 TBGFcvjmu
66
BEAM W/(1) 0.157" DIA. P.A.F.8
Sfwjfxfe!cz
220160312:
VERIFY
22
6
1
BEAMS NAILER PLATE TO STEEL BEAM
INTERIOR SHEAR WALL BETWEEN STEEL
BEARING WALL FOOTING
6
10
2
15-18 (ft)
WALL
(3) @ 16"(in.) O.C.(4) @ 16" O.C.EVENLY SPACEDIN JOIST BAY
" GYPBOARD EACH SIDE OF
2
A35 CLIP @ 16" O.C., INSTALL
ANGLE CLIP @ 16" O.C. PERPER MFR. SPECS.
SOLID 2x BLOCKING EACHBAYMFR. SPECS.SOLID 2x BLOCKING EACHBAYJOISTS PER PLAN
INSTALL SIMPSON A35WALL, INSTALL WITH 7" O.C.
1 EDGE NAILING.
THIS AREA,
EXT.SHEATHINGPER PLAN,NO SPLICES
MIN.MIN.
12"12"
11-14 (ft)
(2) @ 16"(in.) O.C.(3) @ 16" O.C.EVENLY SPACEDIN JOIST BAY
ARCHITECTURAL/STRUCTURAL
FRAMING PERDWGS.NAILS PER SCHEDULEFLUSH MOUNTED HANGERPER PLANLAG SCREWS PER SCHEDULE2x12 LEDGER
CONTINUOUS STUDS PERPLAN
6-10 (ft)
STAGGER T&B
(1) @ 16"(in.) O.C.(2) @ 16" O.C.EVENLY SPACEDIN JOIST BAY
UPPER
FLOORLOWERFLOOR
X 3 1/2" LAG
WASHERS OR
FASTENERS1/2"SCREWS W/SIMPSON SDWSSCREWS16d COMMON NAILSNOTE: BOTH LAG SCREWS AND NAILS SHOWN ARE REQUIRED FOR ALL SPANS.
FLOOR LEDGER ATTACHMENT SCHEDULE
JOIST SPAN
WALL PERPENDICULAR TO STUDS
WALL SHEATHING PLACEMENT
INTERIOR SHEAR WALL CONNECTION;
FLOOR LEDGER - TYPICAL
9
5
1B
" GYPBOARD EACH SIDE OF
2x6 STUD PACK PER PLAN(1) SIMPSON A35 CLIPTO LVL HEADERLVL HEADER PER PLAN,SPLICE AT CENTERLINE OFPILASTER, TYPICAL
EACH SIDE OF STUD PACK
2
ANGLE CLIP ON ONE SIDE OFTRUSSES OVER WALL @ 16"WALL, INSTALL WITH 7" O.C.(1) SIMPSON A35 CLIP ONE SIDEOF BLOCKING EACH WALL,INSTALL PER MFR. SPECS.
BLOCKING2x BLOCKING BETWEENFLOOR JOISTS OR ROOFO.C.1 EDGE NAILING U.N.O. (SEEBRACED WALL SCHEDULE)DOUBLE SHEAR WALL PERPLAN NAIL TO BLOCKINGPER CODESOLID BLOCKING BETWEENFLOOR JOISTSPACK
OUT WEB OF FLOORJOISTS
INSTALL SIMPSON A35
" DIA. x 5" TITEN HD
2
1
2x12 TREATED LEDGER, (INSTALLW/ (2) ANCHORS AT 16" O.C., ALTERNATETOP & BOTTOMFDN. WALL PER PLAN
FACE MOUNTED HANGER PERSCHEDULEFLOOR SHEATHING PERGENERAL NOTES
444
222
444
222
STUD PACK TO LVL
DOUBLE WALL SHEAR CONNECTION, WALLPARALLEL TO STUDS
FLOOR LEDGER - CONCRETE FDN. WALL
8
4
1A
4
1
" THICK,
4
1
"
2
1
" GYPBOARD EACH SIDE OF
2
ANGLE CLIP ON ONE SIDE OFTRUSSES OVER WALL @ 16"WALL, INSTALL WITH 7" O.C.TO BLOCKING PER CODESIMPSON A35 CLIP ONE SIDEOF BLOCKING, INSTALL PERMFR. SPECS.
BLOCKING2x BLOCKING BETWEENFLOOR JOISTS OR ROOFO.C.1 EDGE NAILING U.N.O. (SEEBRACED WALL SCHEDULE)SHEAR WALL PER PLAN NAILSOLID BLOCKING BETWEENFLOOR JOISTSPACK OUT WEB OF FLOORJOISTS
INSTALL SIMPSON A35
" GYPBOARD EACH SIDE OF
2
SAWCUT JOINTS THICKENED SLAB BELOW
WALL, INSTALL WITH 7" O.C.SIMPSON TITEN CONCRETESCREWS @ 16" O.C., INSTALLPER MFR. SPECS.OF SLAB THICKNESS DEEPSHEAR WALL
1 EDGE NAILING.
ANGLE CLIP ON ONE SIDE OF
INSTALL SIMPSON A35BLOCKING
JOISTS
PACK OUT WEB OF FLOOR
2x6 OUTLOOKERS AT 16" O.C.ORIENT ON EDGE, EXTENDEDTRUSSTO COMMON TRUSS WITHANGLEPLANS
BACK TO FIRST COMMONSIMPSON H2.5CONNECT 2x6 OUTLOOKERSIMPSON A35 FRAMINGTRUSSES AT 24" O.C.CEILING PER ARCH. DWGS.FRAME WALL PER ARCH.
DROP TOP CHORD OF GABLEEND TRUSS BY 3
44
22
44
22 12"
2'-0"
MAX.
12"
16" O.C.
BETWEEN
SINGLE WALL SHEAR CONNECTION; WALL INTERIOR SHEAR WALL CONNECTION TO SLABTYPICAL OUTLOOKER
PARALLEL TO STUDS
2x BLOCKING
OR TRUSSES
OVER WALL @
FLOOR JOISTS