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NODCE: ACCORDING TO COLONADO LAM YOU MUST COMMENCE
ANY LEON. ACTION BASED UPON ANY DEFECT M DRS SURVEY
MINN THREE YEARS AFTER YCU FIRST DISCOVERED SUOI
DEFECT. IN NO EVENT, MAT AN ACTION BASED UPON ANY
DETECT IN THIS SURVEY BE CCSAMENCED MORE THAN TEN YEARS
FROM INE DATE OF THE CflmHCARON SHORN HEREON.
NOTE, THIS TOPOGRAPHIC MAP COMPLIES WITH NATIONAL MAP ACCURACY
STANDARDS FOR TOPOGRAPHIC MAPS. WHERE CHECKED 90% OF THE POINTS
SHOULD BE WITHIN 1/2 THE CONTOUR INTERVAL AND WELL DEFINED
POINTS SHOULD PLOTTED WITHIN 1/30. OF THEIR TRUE POSITION. CRITICAL
DESIGN SHOULD BE BASED UPON SPOT ELEVATIONS, PLEASE CONTACT THE
SEXTON SURVEY COMPANY FOR THIS SPOT ELEVATION INFORMATION.
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LOT 18, BLOCK 9, WESTERN HILLS SUBDIVISION,
COUNTY OF GARFIELD, STATE OF COLORADO.
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- LOT 18
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FOUND
REBAR
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128 TS 3','D STREET
6251711'9' 5-4700
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20 40
PROPERTY DESCRIPTION
LOT 18, BLOCK 9,
WESTERN HILLS SUBDIVISION,
COUNTY OF GARFIELD,
STATE OF COLORADO.
NOTES AND LEGEND:
- BASIS OF BEARING IS THE NW CORNER AND THE SW CORNER OF
LOT 18, BLK 9 BOTH BOTH BEING A REBAR AND CAP PLS 3317 AS SHOWN
- NO TITLE COMMITMENT WAS PROVIDED FOR THIS SURVEY
- THIS DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM OR SURVEYOR.
O - INDICATES FOUND REBAR AND CAP PLS 3317 UNLESS OTHERWISE NOTED
O - INDICATES SET REBAR & PLASTIC CAP SSC P.L.S. 31944 UNLESS NOTED.
---K —INDICATES FENCE
—0E --INDICATES OVERHEAD UTILITIES
- ADDITIONAL INFORMATION FROM ILC BY JAMES SEXTON #9200.047 10/23/92.
- OCCUPATION LINES OF THE ABUTTER'S TO THE EAST et WEST MATCH THE
PLAT MAP & THE OCCUPATION LINES OF LOT 18.
SURVEYOR'S CERTIFICATE
I, BRIAN A. STEINWINDER, BEING A REGISTERED LAND SURVEYOR IN THE STATE
OF COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY WAS MADE
UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY
BELIEF AND KNOWLEDGE. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THIS
DATE, MAY 16. 2006, EXCEPT UTILITY CONNECTIONS ARE ENTIRELY WITHIN THE
BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO
ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY
ADJOINING PREMISES EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT
EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF
SAID PARCEL, EXCEPT AS NOTED.
40TErnwl---6-7'iracnTh79-74-, ii DATE
APPROVED
susacr TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
G DEPARTMENT
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JO. NO.: 06086
DATE: 05/23/06
DWG. BY: KMS
CK: KJS
KELLY
IMPROVEMENT SURVEY
LOTS 18,
BLOCK 9,
WESTERN HILLS SUBDIVISION
COUNTY OF GARFIELD
STATE OF COLORADO.
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SV! SLOPES
TW 107'-I1 5/8"
TF 98'-6"
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TF 106'-0"
TN 101'-11 5/8"
TF 91-0"
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TW 101 -II 5/8"/I
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AT BLDG CORNER
SITE RETAINING WALL
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TN 103'-0"
TF 98'-6"
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TW 99'-9 3/4"
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oNEN TO EXISTING WALL. DRILL d
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MALL 4 FT6. TYP AS SHOWN
(4) DONEL MINIMUM
FOUNDATION PLAN NOTES:
I) TN -TOP OF CONCRETE WALL ELEVATION
2) TF -TOP OF CONCRETE FOOTING ELEVATION
3) TL -TOP OF CONCRETE LEDGE ELEVATION
4) c STEP TOP OF WALL
5) STEP STEP CONCRETE FOOTING
FT&
6) ////l STEP OF CONCRETE
OR PLYWOOD SURFACE
//////
7) T GONG : BUILDING ELEVATION
YY 100'-O"
8)
PAD FOOTING SYMBOL
9) [XXX -XX"] BEAM ELEVATION
10) • COLUMN FROM ABOVE
2-2X6 TYP UNO COLUMN
SIZED AT LOWEST LEVEL
4 GONSISTANT FOR EACH
LEVEL UNLESS CHANGED BY NOTE
11)
OVERFRAMING
12) ALL CONCRETE WALLS 8" THICK LINO
13) VENT CRAWL SPACE PER IBC
PROVIDE BLOGKOUTS IN FOUNDATION
NALL AS REQUIRED SEE GENERAL
NOTES FOR REINFORCEMENT
14) DO NOT SCALE DRANIINCZ CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING DIMENSIONS
TN 108'-11 I/2"
BW SLOPES
TN 101.-11 5/8'
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BITHUETHENE MEMBRANE BETWEEN ML 4 GONG
8"
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3'-O
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1031-0 SITE &RADE ASSUMED
AT BL D6 CORNER
• SITE RETAINING HALL
BY OTHERS.
4'
4'
4'
•
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C.FOUNI:7ATION FLAN
® I/4" = 1'-0"
APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUILDING DEPARTMENT
Dote !t/' /Q Byv s
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
page of
PAD FOOTING SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
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DATE: ISSUE/REV:
05-29-09 PERMIT
I I-20-09 DOCK RE V I510N5
JOB $: 01026
SCALE": 1/4" = 1'-0'
FOUNDATION PLAN
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NOTE, SPLICE 2x105 •
COLUMN CENTERLINE ONLY.
(3) 2x10 — (3) 2x10
2) 2X10
TYP HDR UNO
1/2' PLYWOOD SHEAR
WALLS TIP •
PERIMETER U.N.O.
(2) 2x10
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®1/4" = 1'-O"
•
FLOOR PLAN NOTES:
I) • COL BELOW OR
COL ABOVE AND BELOW
2) 0
COL ABOVE
3) JOIST HANGER
4) JOIST BEARING
T CONC ' BUILDING ELEVATION
100'-0'
6) ////! STEP OF CONCRETE
OR PLYWOOD SURFACE
//////
�) [XXX' -XX') BEAM ELEVATION
OVERFRAMING
1) DISCONTINUOUS BEAM
10) CONTINUOUS BEAM
II) T PLATE= TOP OF 2X PLATE
/
110'-0"
12) ALL SUBFLOORS TO BE 3/4'TI6
PLYWOOD GLUE -NAILED TYP UNO SEE
GENERAL NOTES FOR NAILING
13) ALL COLUMNS (2)-2x6 TYP UNO
14) ALL HEADERS (2)-2x10 TYP UNO
15) DO NOT SCALE DRAWINGS CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING DIMENSIONS
NOTE:CONTRACTOR TO FIELD VERIFY ALL
EXISTING CONDITIONS 1 DIMENSIONS PRIOR TO
CONSTRUCTION. ALL CONDITIONS SHOWN ARE
ASSUMED AND ARE TO BE FIELD VERIFIED.
CONTRACTOR TO PROVIDE ALL TEMPORARY
SHORING $ BRACING AS REQUIRED
NOTE, THE DRAWINGS INDICATE TI -E FINAL
CONDITION OF THE STRUCTURE. THE
CONTRACTOR 15 RESPONSIBLE FOR
TEMPORARY SHORING AND BRACING DURING
MOVING AND CONSTRUCTION. SEE GENERAL.
NOTES FOR ADDITIONAL INFORMATION.
NOTE, ALL HEAVY TIMBER
BEAMS TO BE DOUG -FIR
LARCH*1 TYPICAL UNO
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DATE: ISSUE/REV:
05-21-04 PERMIT
II -20-04 DECK REVISIONS
J05 0: 01026
SCALE": I/4" = I' -O"
UPPER LEVEL
FLOOR FRAMING
PLAN
S2.2
ROOF PLAN NOTES:
I) • COL BELOW OR
COL ABOVE AND BELOW
2) 0 COL ABOVE
3) E JOIST HANGER
4) JOIST BEARING
5) 4$T CONC = BUILDING ELEVATION
100'-0"
6) ///// STEP OF CONCRETE
OR PLYWOOD SURFACE
//////
-7) [XXX -XX"] BEAM ELEVATION
8)
OVERFRAMIN6
9) • — DISCONTINUOUS BEAM
10) *' CONTINUOUS BEAM
11) T PLATE= TOP OF 2X PLATE
f/ 110-O"
12) ALL ROOF SHEATHING WITH A 3:12
SLOPE OR GREATER TO BE 5/5" GDX
PLYWOOD ALL ROOF SHEATHING WITH
LESS THAN A 3:12 SLOPE TO BE 3/4" GDX
PLYWOOD SEE GENERAL NOTES FOR
NAILING
13) ALL COLUMNS (2)-2x6 TYP UNO
14) ALL HEADERS (2)-2x10 TYP UNO
15) DO NOT SCALE DRAWINGS CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING DIMENSIONS
1T
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NOTE: BI RAFTERS
ONTO EXIST! BEARING
WALL • LAP EX ISTIN6
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(2) 2x10
TRUSSES 0 24" DO
NOTE: 2x6 0 24" O.G. TYPICAL
OUTRIGGER FRAMING U.N.O.
(2) 2X10
TYP HDR UNO
142.5 CLIP
TYP UNO
1/2" PLYWOOD SHEAR
WALLS TYP
PERIMt i ttt U.N.O.
ROOF FRAMING FLAN
® 1/4" = 1'-0"
NOTE: CONTRACTOR TO FIELD VERIFY ALL
EXISTING CONDITIONS • DIMENSIONS PRIOR TO
CONSTRUCTION. ALL CONDITIONS SHOWN ARE
ASSUMED AND ARE TO BE FIELD VERIFIED.
CONTRACTOR TO PROVIDE ALL TEMPORARY
SHORING • BRACING A5 REQUIRED
NOTE: THE DRAWINGS INDICATE THE FINAL
CONDITION OF THE STRUCTURE. THE
CONTRACTOR 15 RESPONSIBLE FOR
TEMPORARY SHORING AND BRACING DURING
MOVING AND CONSTRUCTION. SEE GENERAL
NOTES FOR ADDITIONAL INFORMATION.
NOTE: ALL HEAVY TIMBER
BEAMS TO BE DOUG -FIR
LARGH*I TYPICAL UNO
PREFABRICATED TRUSS NOTES
TCLL=4OPSF
TOOL= I5P5F
BCDL= IOPSF
DOL 2 I.O
CLL ARCH FOR TRUSS
PROFILES it DIMENSIONS
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DATE: ISSUE/REV:
05-2A-09 PERMIT
1 1-20-09 DECK REVISIONS
JOS *: 09026
ROOF
FRAMING FLAN
52.5
BRENT ADDITION
568 PODEROSA DRIVE
5/21/2009
A. DESIGN LIVE LOADS
SNOW
2. RESIDENTIAL
3. WIND,
4. SEISMIC, ZONE
5. DESIGN CODES
40 PSF
40 PSF
WIND SPEED 90 MFH (3 SECOND GUST) EXPOSURE B
B
I. INTERNATIONAL RESIDENTIAL CODE (2009)
2. AGI BUILDING CODE (AGI 918-45)
9. AISC STEEL. CONSTRUCTION MANUAL (9th Edltlo&
4. AITG TIMBER GON9TRl.CTION MANUAL (4th Edition)
G. FOUNDATION
NEW BUILDING FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE SOIL BEARING
PRESSURE OF 1500 PSP, PLACED ON UNDISTURBED SOIL. SEE SOILS INVESTIGATION REPORT NO. I04102A,
MAY 12, 2009 BY HP GEOTEC.H FOR ADDITIONAL SOIL DATA AND GONSSTRLCTION REQUIREMENTS. THE
OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING 501L5 EXPOSED DURING EXCAVATION
TO VERIFY BEARING CONDITIONS. PROVIDE FOUNDATION DRAIN AND UNDERDRAIN SYSTEMS AS
RECOMMENDED BY THE SOILS ENGINEER PRECAUTIONS SHOULD BE TAKEN TO PREVENT WETTING OF THE
BEARING SOILS. PROVIDE UNDER SLAB DEWATERING PER SOILS REPORT.
D. CONCRETE
CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN
CONCRETE INSTITUTE SALVING CODE (ACI 516-89) ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 5000 P51 114 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 AS DETAILED OR AUTHORIZED BY THE STRUCTURAL
ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 96 BAR DIAMETERS. PROVIDE
CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - •5 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 AI85. LAP WIRE FABRIC REINFORCEMENT
ONE FULL MESH PLUS 2" AT SIDES NO ENDS AND WIRE TOGETHER ANCHOR BOLTS FOR BEAM AND
COLUMN BEARING PLATES SHALL CONFORM TO ASTM A301 AND BE PLACED WITH SETTING
TEMPLATES.
E. CONCRETE MASONRY
ALL CNM5 SHALL CONFORM TO ASTM G40. CMS USED BELOW GRADE AND ALL EXTERIOR WALLS
SHALL BE GRADE t4 -I. INTERIOR CONCRETE MASONRY UNITS NOT EXPOSED TO WEATIER OR EARTH
MAY BE GRADE N -I OR 5-I. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL
CONFORM TO ASTM 210, TYPE 5. &ROUT FOR MASONRY BOND BEAMS AND PILASTERS SHALL BE
MADE WITH STONE AGGREGATE AND SHALL DEVELOP 9000 P51 COMPRESSIVE STRENGTH IN 28 DAYS.
ALL MASONRY SHALL DEVELOP 1950 P51 ULTIMATE COMPRESSIVE STRENGTH OW IN 261 DAYS. ROP
GROUT 114 VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN 5 MINUTES LATER PLACE
CONTROL JOINTS IN CM WALLS MAXIMUM 24'-0" O.G. EXCEPT GM) FOUNDATION WALLS.
HORIZONTAL REINFORCING SHALL BE STANDARD VUR -0 -NAL' OR AUTHORIZED EQUIVALENT SPACED
AT Ib" O.G. EXCEPT AS NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FULL HEIGHT OF THE
WALL IN &ROUTED CELLS. GROUT LIFTS SHALL NOT EXCEED 4'-0' UNLESS CLEAN OUTS ARE PROVIDED
114 WHICH CASE GROUT LIFTS SHALL NOT EXCEED 8'-0". PROVIDE 1 - 05 IN CENTER OF GROUTED CELL
AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL
JOINTS AND AT INTERVALS NOT TO EXCEED 48' O.G. UNI - NOTED OTHERWISE ON PLAN. Dora
ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH WALL REINFORCING.
PROVIDE 2 - 05 CONTINUOUS HORIZONTAL IN 6 DEEP GROUTED BOND BEAM AT EACH FLOOR AND
ROOF LEVELS AND MIN 48" LOTUS BELOW ALL BEAM BEARINGS. REINFORCING BARS SHALL CONFORM
TO ASTM A615, &RADE 60. AT SPLICES, LAP BARS 40 DIAMETERS. AT CORNERS AND INTERSECTIONS,
MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS
114 WALLS, PROVIDE 1 - 04 TO EXTEND A MINIMUM OF 24" BEYOND EDGE OF OPENING.
F. STEEL
ALL 5TEEL. SHALL. CONFORM TO ASTM A36 EXCEPT TUBE GOUMNS WHICH SHALL CONFORM TO ASTM
A50O (GRADE B) LATEST EDITION. PIPE SHAPES SHALL. CONFORM TO ASTM A55 (GRADE B). ALL SHOP
CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM
CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A901 5/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE
ROW AND SHALL CONFORM TO ASTM A301, UNLESS OTHERWISE NOTED. ANGMOR DOLTS SHALL
CONFORM TO ASTM A501. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE WITH LATEST PROVISIONS OF THE RISC MANUAL OF STEEL CONSTRUCTION AND AISC
CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARGHITEGT OR
ENGINEER FOR REVIEW PRIOR TO FABRICATION. 5140P 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 BE E"7OXX TYPICAL UNLESS NOTED OTHERWISE. PRINCE ALL STEEL WITH
APPROVED PRIMER TOUCH -LP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS.
DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EM SEGO 155 OR
EQUIVALENT. EXPANSION BOLTS SHALL BE "WEU -IT", "RED HEAD', KWIKBOLT", OR APPROVED WEDGE
TYPE, INSTALLED IN ACCORDANCE WITH THE MANFAGTURER'S REQUIREMENTS.
G. STRUCTURAL WOOD FRAMING
ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARCH 02 GRADED AS PER
LATEST EDITION 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL
FOREST PRODUCTS ASSOCIATION AND NAPA
HEAVY TIMBER FRAMING (DOUGLAS FIR NO. 1 )
ii • 1500 P51 FY • 65 PSI E • 1600000 P51
SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING
BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 CROSS BRIDGING AT NOT
MORE THAN 8'-0" O.G. BETWEEN SUPPORTS EXCEPT A5 OTHERWISE 1(JICV. PROVIDE DOUBLE
JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AVID SOLID BLOCKING UNDER ALL.
PARTITIONS RUNNING PERPENDIGLLAR TO .JOISTS. PROVIDE BRID5IN6 AT NOT MORE THAN 6'-0" O.G.
FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING UBC MINIMUM
REQUIREMENTS PER UBC SECTION 2511.(8).1. CONNECTORS SHOWN ON THE PLANS ARE
MANFAGTURED 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 GTLGIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS.
ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 29-11-5-1 OF THE UNIFORM BUILDING CODE.
PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED
GDX WITH EXTERIOR GLUE. LAY LP PLYWOOD WITH FADE &RAIN PERPENDICULAR TO a PPORT5 AND
STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHARKED FOR ROOF AND FLOOR SHEATHING.
REFER TO TABLE BELOW FOR USE REQUIREMENTS.
USE THICKNESS SPAWINDEX EDGE NAILING INTERMEDIATE NAILING
FLAT ROOF 5/4" 45/24 8d • 6" O.G. 6d • 12"0.0.
SLOPED ROOF 5/8° 52/16 8d o 6'0.0. 6d •12' 00
FLOOR 5/4" T46 48/24 8d • 6" O.G. 8d • 12°0.G.
SHEAR WALL 1/2" 24/0 Ed o 4" O.G. ad •IO" O.G.
ALL EDGE -5 OF SHEAR WALL SHEATHING SHALL BE BLOCKED.
GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR/LAPRCH OR
SOUTHERN P11E. LAMINATED MEMBERS SHALL 5E DESIGNED AND FABRICATED IN ACCORDANCE WITH
'11-E STANDARD SPECIFICATIONS FOR TI -E DESIGN AND FABRICATION OF STRUCTURAL SLUE
LAMINATED LUMBER" PUBLISHED BY THE AITG AND TE 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 SIRE -GC.., FOR DRY CONDITIONS OF USE REQUIRED SHALL BE A5 FOLLOWS:
MEMBERS STRCSSSI20 PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMBINATION 24F
Fb • 2400 P51 FY • 165 P51 E • 1800000 P51.
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 17J1/" ARE AS MANUFACTURED BY THE TRUS-
JOIST CORPORATION OF 3015E, IDAHO. FABRICATED WOOD J015T5 SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING,
BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE
MANUFACTURER CONTINUOUS BLOCKING SHALL BE INSTALED AT ALL INTERIOR SUPPORTS.
PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID
BLOCKING tR'DER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS.
MIGRO•LAM LUMBER BEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 5/4" THICK
GALLED FOR ON THE DRAWINGS A5 "ML" ARE A5 MANFAGTURED BY TIE TRUS-JOIST CORPORATION
OF 5015E, IDAHO. MICRO -LAM HEADERS AND BEAMS SHALL BE INSTALLED 114 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.
1. THE ARCHITECT MUST AUTHORIZE ALL SU86TITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE
THE CONTRACTOR FROM CONFORMANCE W171+ 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
114 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 TFE METHOD OF CONSTRUCTION. T1E CONTRACTOR SHALL E
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITS 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 CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR
PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT
THERETO.
14. SPECIAL INSPECTION
STRUCTURAL WELDING: ALL 5140P WELDING TO BE PERFORMED 114 AN APPROVED FABRICATORS SHOP.
ALL FIELD WELDS WILL REQUIRE SPECIAL INSPECTION BY A SPECIAL INSPECTOR APPROVED BY
THE BUILDING DEPARTMENT.
STRUCTURAL BOLTS, ALL BOLTED CONNECTIONS DESIGNED TO BE A901 BOLTS THEREFORE 140 SPECIAL
INSPECTION REQUIRED. BOLTS DESIGNED TO BE SNUG FIT.
2X CRIPPLE STUDS
o Ib"OC(MAX)
2X FULL HEIGHT
KING STUD TO
ENGAGE 2X COLUMN
AND NO HEADER
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BUILT-UP NO HEADER
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PREFABRICATED TRUSSES
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12
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2) El COL ABOVE
3) E JOIST HANGER
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5)CCNC 3 BUILDING, ELEVATION
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12) ALL SUBFLOORS TO BE 3/4"T46
PLYWOOD GLUE -NAILED TYP UNO SEE
GENERAL NOTES FOR NAILING
15) ALL COLUMNS (2)-2X6 TYP VNO
14) ALL HEAD ?= e (2)-2X10 TYP UNO
15) DO NOT SCALE DRAWINGS CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING, DIMENSIONS
NOTE:CONTRACTOR TO FIELD VERIFY ALL
EXISTING, CONDITIONS 4 DIMENSIONS PRIOR TO
CONSTRUCTION. ALL CONDITIONS SHOWN ARE
ASSUMED AND ARE TO BE FIELD VERIFIED.
CONTRACTOR TO PROVIDE ALL TEFN'ORARY
SHORING 6 BRACING AS REQUIRED
NOTE. THE DRAWINGS INDICATE THE FINAL
CONDITION OF THE STRUCTURE. THE
CONTRACTOR 15 RESPONSIBLE FOR
TEMPORARY SHORING AND BRACING DURING,
MOVING AND CONSTRUCTION. SEE GENERAL
NOTES FOR ADDITIONAL INFORMATION.
NOTES ALL HEAVY TIMBER
BEAMS TO BE DOUG -FIR
LARGH*I TYPICAL UNO
KAUP EN6INEERIN6, INC.
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DATE. ISSUE/REV,
09-21-09 PERMIT
JOB n: 09026
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