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,,,,.,»,,,... ....... ........... . .... ................. »..,., » », »...,,...... . ......................... . ......... . ......
77-
.......... . . R-
. .. ........
.......... .. .......... . .
51 DE (E A 5 T) E
11
111 1-
5CALE 4 : = I
M36(R-5G) INSULATION BETWEEN
OOF RAFTERS (TYP.)
RESIDENTIAL 5HAKE'LUXUKY
HINGLE - WOOD TONE COLOR
TYPICAL WALL 5E
Ill 11
5CALf- 2 = I 1-0
5ECTION
11111 0 11
5CALF :4 : = I 1-
"11
lu
ELEV: 1 10. 5' A (5FlbdP,
ELEV: 101 .3'
— FIRST FLOOR
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DATE: April 6,2008
PROJ. #: RB-9-07
1 0
•UNE
AR PAPER ON
” CDX PLYWOOD
x4 ON I x 1 0 DOUBLE FACIA
iUPER DECK! MA50N DIRECT
OLOR: MAHOGANY/BLACK 3:2 RATIO
" CONTINUOUS
AVE VENT
(G T*G SOFFIT
65UPER DECK MA50N DIRECT
IBER CEMENT SIDING
OLOR: CEDAR
x 1 2 'SUPER DECK! MA50N DIRECT
I5FR CEMENT BELLY BAND
OLOR: MAHOGANY/BLACK 3:2 RATIO
,OBIN5ON BRICK CO.'
JDIAN SUMMER STONE
` 05B SHFATING
V1 TYVEK BLDG. WRAP
31135'(R-27) INSULATION
" PLYWOOD 5UB-f LOOP,
1 8 Ba F LOOR JOISTS
f: STRUCTURAL DWG5.
V' CONC. FOUNDATION
f: STRUCTURAL DWG5.
....... . ..
= ........... =
. . ........... - ................ . .
..................
... ... . ... . . ..........
............ . .... .........
ELEV: 1 12.4`
-- — — — — ELEV: 1 1 O,5'
2ND FL
. ...... .....
A I
. . ..... .
A
1 ».
...... ..
..... . ....... / jf� .........
. .. .... .... .......... .....
....... . ... ........
............ f
. ............ ��
ELEV: 10 1
. ... .....
........... ...
......... ..... . ....
", ... .. . ......... j
— — —
- - - -- - � �
....... . .......
—Ru- ............ .....
EXISTING FLUE - VERIFY SIZE
AND DIMENSIONS IN f EILD
4" 5AND5TONF
CHIMNEY CAP
STUCCO-5HIfR,MAN WILLIAMS'
SW-G I Oro KILM BEIGE
'PPE51DFNTIAL 5HAKE'LUXUKY
SHINGLE - WOOD TONE COLOR
2x4 OVER 2x8 '5UPEP, DECK MA50N
DIRECT FIBER CEMENT FACIA.
COLOR: MAHOGANY/BLACK 3:2 RATIO
I x85UPER DECK! MA50N DIRECT
P113ER CEMENT SIDING. TYPICAL
COLOR: CEDAR
x D ECK" MA50N DIRECT
FIBER CEMENT CORNER BOARDS.
COLOR: MAHOGANY/13LACK 3:2 RATIO
ELEV: I 12,25',
- -- - - - - - - — T
ELEV: 1 105
— - — — — — — — — — -
2ND FLOOR
.... ... . . .
................... . ... . 1",
u� err X—
........ ......
P
bx 1 0 CEDAR BEAMS
W1 BEVELED ENDS
GxG CEDAR ANGLE
BRACKETS
2x4 WINDOW * DOORTRJM (TYP).
2xG WINDOW * DOOR HEADERS (TYP),
'SUPER DECK MA50N DIRECT FIBER CEMENT
--y ............ 4"',- A-"
_j;;, is
. . ...•..... . ..... COLOR: MAHOGANY LACK 3:2 RATIO
'ROBINSON BRICK CO.'
INDIAN SUMMER STONE
ALL FLASHING TO BE METAL,
PTD. TO MATCH TRIM
110/1
PROPOSED ELEVATIONS Unit #6
51 QE (WEST) ELEVATION
Al
11111 0 11
5CALE:4: = I 1-
- 1 ...........
.... . . ........ . . ... .
. ..... ...... 'e .. .................. .
........... /�
FLFV 10 13
2,5
TI �5Cb-K
sl
'ROBINSON BRICK CO.'
INDIAN SUMMER STONE
ALL FLASHING TO BE METAL,
PTD. TO MATCH TRIM
110/1
PROPOSED ELEVATIONS Unit #6
51 QE (WEST) ELEVATION
Al
11111 0 11
5CALE:4: = I 1-
a
[E] 5 116" X 12" G.L.
EXISTING 8" CONCRETE
FOUNDATION WALL
[E] FLOOR J015T
AT 2' -O"
— - y — — .I — —
EX15TING 8" CONCRETE
FOUNDATION WALL
1 \—REMOVE JOIST
AND GUT FLOOR JOISTS
BACK TO EXTERIOR FACE
OF EXI5TING FOUNDATION 1
AT CANTILEVERED
PORTION OF FLOOR FRAMI
I
EXTENTS OF--/
STRUCTURAL WORK
INN=
!
1
tiu
w
— - y — — .I — —
EX15TING 8" CONCRETE
FOUNDATION WALL
1 \—REMOVE JOIST
AND GUT FLOOR JOISTS
BACK TO EXTERIOR FACE
OF EXI5TING FOUNDATION 1
AT CANTILEVERED
PORTION OF FLOOR FRAMI
I
EXTENTS OF--/
STRUCTURAL WORK
INN=
1 0 1 civil
♦ ♦ i i►
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ft---ft
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MINIMZ
WILKENS ENGINEERING, LLC
PO Box 6531
Avon, CO 89620
9;�]
= we
a MINIMS
0
r
i
i
•
f
•
•
•
•
•
• •
Issued For
4111107 Permit
DATUM ELEVATION 100' -0" �GUAL5 TOP OF EX15TING MAIN LEVEL PLYWOOD 5UBFLOOR.
ALL FOOTING BEARING ELEVATIONS SHOWN ARE BASED ON THE 51TE /GRADING PLAN
AND FLOOR ELEVATIONS. EXACT BEARING ELEVATIONS MAY NEED TO BE LOWERED
DUE TO ACTUAL CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS
AND ANY CHANGE5 SHALL BE VERIFIED WITH STRUCTURAL ENGINEER.
BOTTOMS OF FOOTINGS SHALL 13E A MINIMUM OF 45" BELOW FINISHED EXTERIOR
&RAVE. 3
f
3
ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED SOILS OR ON PROPERLY
COMPACTED BACKFILL AS APPROVED BY THE SOILS ENGINEER.
CONTRACTOR SHALL BACKF ILL EQUALLY ON EACH 51DE OF FOUNDATION 1 IN L2
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED BY THE SOILS ENGINEER.
NO BACKFILLING SHALL BE 'LACED AGAIN5T FOUNDATION WALLS UNTIL THE MAIN
LEVEL FLOORS ARE IN PLACE AND PROPERLY ANCHORED.
CENTER ALL FOOTINGS UNDER WALL5 OR COLUMNS UNLESS DIMEN51ONEP
OTHERWISE ON PLANS.
[XXXX' -XX "] INDICATES THE TOP OF CONCRETE WALL ELEVATION.
(XXXX' -XX') INDICATES THE TOP OF CONCRETE FOOTING ELEVATION.
ALL FOUNDATION STEM WALLS ARE 6" THICKNESS UNLESS NOTED OTHERWISE ON
PLANS.
ALL CONCRETE PATIOS, STAIRS, AND SITE WALLS NOT 5HOWN ON TH15 PLAN SHALL BE
CONSTRUCTED PER ARCHITECTURAL LAN05CAPE PLANS, DETAILS AND ELEVATIONS.
THESE ITEMS SHALL NOT BE CONNECTED TO THE BUILDING UNLE55 DETAILED ON PLANS.
"(V.I.F)" INDICATES DIMENSIONS THAT THE CONTRACTOR SHALL VERIFY IN THE FIELD,
AND MAY VARY TO FIT EXISTING CONDITIONS.
WHERE NEW CONCRETE FOUNDATION WALLS AND FOOTING A13UT EXISTING CONCRETE
ALL FOOTINGS IN CRAWLSPACE5 SHALL BE BACK FILLED WITH COMPACTED 5TRUCTURAL FOUNDATION WALLS AND FOOTINGS, THE HORIZONTAL - REINFORCEMENT SHALL BE
FILL TO THE TOP OF THE F00TIN65, MINIMUM, UNLESS EXACT ELEVATION 15 NOTED EPDXY - DOWELED 4" INTO EXISTING CONCRETE.
ON PLANS OR DETAILS. E SEE ADDITIONAL NOTES ON 5HEET S3.1.
1N000 1= RAM I NCB NOTES:
[E] INDICATES EXISTING PRAMING MEMBERS.
[N] INDICATES NEW PRAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
GREATER CAPACITY AND SHALL BE BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN WOOD
MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR GREATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
HEADERS AT 2X6 EXTERIOR WALLS AND INTERIOR BEARING 1 SHALL BE (3) -2X8
(OR LARGER) UNLESS NOTED OTHERWI5E ON PLANS. HEADERS WITHIN 2X4 WALLS SHALL
BE (2)2X5 (OR LARGER) UNLESS NOTED OTHERWISE ON PLAN5. HEADER5 5HALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYWOOD SPACERS.
AT EXTERIOR WALL5 AND INTERIOR 2X6 BEARING WALLS, UNLE55 NOTED OTHERWISE
ON PLAN, COLUMNS SHALL BE (3)-.2X& FOR HEADERS &REATER THAN A FOOT LENGTH
(ROUGH OPENING), AND (2)-2X& FOR HEADERS LE55 THAN 4 FOOT. ONE STUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE - REMAINDER, OF THE STUD PACK
SHALL BE TRIMMER STUDS. AT 2X4 INTERIOR BEARING WALLS, THE COLUMNS SHALL
BE (3) -,2X4 OR (2) 2X4,°RE5PECTIVE TO THE HEADER LENGTH ABOVE.
COLUMNS AND 5TUD WALL5 5HALL 13E CONTINUOUS FROM FLOOR TO FLOOR OR
FROM FLOOR TO ROOF.
Q INDICATES COLUMN, DOWN ONLY.
INDICATES COLUMN UP AND DOWN UNLESS BEARIWv ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLUSH BEAMS FRAMED WITHIN J0157' 5PACE, DROPPED TO BEAMS
FRAMED BELOW THE JOISTS, WITH JOISTS BEARING ON TOP OF BEAM.
- 0- -- INDICATES ELEVATION AT TOP OF SHEATHING AS NOTED.
ALL FLOOR AND - ROOF JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER 510E
OF BEARING WALL STUDS BELOW IF BEARING ON A DOUBLE TOP PLATE, AND SHALL ALIGN
DIRECTLY WITH WALL STUD BELOW IF BEARING ON A SINGLE TOP PLATE.
INDICATES EXTERIOR BEARING WALL (BELOW?.
�f INDICATES INTERIOR BEARING WALL (BELOW}.
INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
INDICATES NON- 5TRUCTURAL PARITITION WALL (BELOP0.
2)(6 STUD WALL LE55 THAN q' -6" TALL SHALL BE FRAMED AT 2' -O" 5PACING (MAXIMUM);
BETWEEN W -6" AND II' -O" SHALL BE SPACED AT 1'- (MAXIMUM); AND BETWEEN 11' -0" AND
I6" -O" SHALL BE SPACED AT 1' -0' (MAXIMUM).
2X6 WALL TALLER THAN I6' - SHALL BE RRAMED WITH 2X6 LSL STUDS (Fb =1100 PSI,
E= 1,300,000 PSI, MINIMUM) AT 1' -0" 5PACING UNLE55 NOTED OTHERWISE ON PLANS.
BEAM SPLICES AT W00P BEAMS SHALL 13E CONNECTED WITH 51MP50N HCA CONNECTORS.
W00D COLUMN TO WOOD BEAM CONNECTIONS SHALL HAVE 5IMPSON POST OR COLUMN CAPS.
ALL FLOOR JOIST HANGER5 5HALL BE SIMP50N IUT, ITT, HU, OR IUS TYPE UNLESS NOTED
OTHERWISE ON PLAN5.
ALL - ROOF J015T HANGER5 SHALL BE 5IMPON L550 TYPE UNLE55 NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. BEAM HANGERS SHALL BE SIMPSON GLTV OR 1-161)5 UNLESS
NOTED OTHERWISE ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HANGER5 SHALL BE SIMPSON HU HANGER5 UNLE55
NOTED 0THERWI5E ON PLANS.
REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING ITEMS NOT NOTED ON
STRUCTURAL PLAN5i
1. HANDRAIL AND STAIR FRAMING DETAILS
2. LOCATIONS AND SIZE OF OPENING5 IN W000 STUD WALL5
3.-ROOF 5LOPE5 AND BEARING PLATE HEIGHT5
SEE ADDITIONAL NOTES ON SHEET 53.1.
Revisions:
6196108 Revision 9
7130108 Revision 2
Stamp
For. • Wilken eering, LLC
By
S2.1
i
3
i
[E] 5 1/8 X 12" G.L.
8" CONCRETE
1 EX15TI116
FOUNDATION
WALL
I
[E] FLOOR J015T
I
AT 2' -O"
1
I
�
�
F—
a
a
w
)
s
U.
I
8' CONCRETE
ION WALL
PLYWOOD
V
FL 18" L..L.
� I
[N] it 7/8" TJI /210 I
(
I
AT 1'-44"
1 ._811
IL
1
_
t
—
IN] 3' -O X 3 -O X 10 "_/
t- —
— [N] I' -O "QP CONCRETE I_
[, 8' -q - 7/6 "1
CONCRETE FOOTING
OW -6')
PIER
N
WITH (4) - #5 EACH WAY
'7' -0"
'
MLF)
i
CONCTRACTOR SHALL
I
DETERMINE TOP OF
PIER ELEVATION IN FIELD
t
��
(v .I.Fa
�
EXTENTS OF
STRUCTURAL WORK
1 0 1 civil
♦ ♦ i i►
Im �
i
t/1 Z
ft---ft
z Z 04
MINIMZ
WILKENS ENGINEERING, LLC
PO Box 6531
Avon, CO 89620
9;�]
= we
a MINIMS
0
r
i
i
•
f
•
•
•
•
•
• •
Issued For
4111107 Permit
DATUM ELEVATION 100' -0" �GUAL5 TOP OF EX15TING MAIN LEVEL PLYWOOD 5UBFLOOR.
ALL FOOTING BEARING ELEVATIONS SHOWN ARE BASED ON THE 51TE /GRADING PLAN
AND FLOOR ELEVATIONS. EXACT BEARING ELEVATIONS MAY NEED TO BE LOWERED
DUE TO ACTUAL CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS
AND ANY CHANGE5 SHALL BE VERIFIED WITH STRUCTURAL ENGINEER.
BOTTOMS OF FOOTINGS SHALL 13E A MINIMUM OF 45" BELOW FINISHED EXTERIOR
&RAVE. 3
f
3
ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED SOILS OR ON PROPERLY
COMPACTED BACKFILL AS APPROVED BY THE SOILS ENGINEER.
CONTRACTOR SHALL BACKF ILL EQUALLY ON EACH 51DE OF FOUNDATION 1 IN L2
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED BY THE SOILS ENGINEER.
NO BACKFILLING SHALL BE 'LACED AGAIN5T FOUNDATION WALLS UNTIL THE MAIN
LEVEL FLOORS ARE IN PLACE AND PROPERLY ANCHORED.
CENTER ALL FOOTINGS UNDER WALL5 OR COLUMNS UNLESS DIMEN51ONEP
OTHERWISE ON PLANS.
[XXXX' -XX "] INDICATES THE TOP OF CONCRETE WALL ELEVATION.
(XXXX' -XX') INDICATES THE TOP OF CONCRETE FOOTING ELEVATION.
ALL FOUNDATION STEM WALLS ARE 6" THICKNESS UNLESS NOTED OTHERWISE ON
PLANS.
ALL CONCRETE PATIOS, STAIRS, AND SITE WALLS NOT 5HOWN ON TH15 PLAN SHALL BE
CONSTRUCTED PER ARCHITECTURAL LAN05CAPE PLANS, DETAILS AND ELEVATIONS.
THESE ITEMS SHALL NOT BE CONNECTED TO THE BUILDING UNLE55 DETAILED ON PLANS.
"(V.I.F)" INDICATES DIMENSIONS THAT THE CONTRACTOR SHALL VERIFY IN THE FIELD,
AND MAY VARY TO FIT EXISTING CONDITIONS.
WHERE NEW CONCRETE FOUNDATION WALLS AND FOOTING A13UT EXISTING CONCRETE
ALL FOOTINGS IN CRAWLSPACE5 SHALL BE BACK FILLED WITH COMPACTED 5TRUCTURAL FOUNDATION WALLS AND FOOTINGS, THE HORIZONTAL - REINFORCEMENT SHALL BE
FILL TO THE TOP OF THE F00TIN65, MINIMUM, UNLESS EXACT ELEVATION 15 NOTED EPDXY - DOWELED 4" INTO EXISTING CONCRETE.
ON PLANS OR DETAILS. E SEE ADDITIONAL NOTES ON 5HEET S3.1.
1N000 1= RAM I NCB NOTES:
[E] INDICATES EXISTING PRAMING MEMBERS.
[N] INDICATES NEW PRAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
GREATER CAPACITY AND SHALL BE BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN WOOD
MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR GREATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
HEADERS AT 2X6 EXTERIOR WALLS AND INTERIOR BEARING 1 SHALL BE (3) -2X8
(OR LARGER) UNLESS NOTED OTHERWI5E ON PLANS. HEADERS WITHIN 2X4 WALLS SHALL
BE (2)2X5 (OR LARGER) UNLESS NOTED OTHERWISE ON PLAN5. HEADER5 5HALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYWOOD SPACERS.
AT EXTERIOR WALL5 AND INTERIOR 2X6 BEARING WALLS, UNLE55 NOTED OTHERWISE
ON PLAN, COLUMNS SHALL BE (3)-.2X& FOR HEADERS &REATER THAN A FOOT LENGTH
(ROUGH OPENING), AND (2)-2X& FOR HEADERS LE55 THAN 4 FOOT. ONE STUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE - REMAINDER, OF THE STUD PACK
SHALL BE TRIMMER STUDS. AT 2X4 INTERIOR BEARING WALLS, THE COLUMNS SHALL
BE (3) -,2X4 OR (2) 2X4,°RE5PECTIVE TO THE HEADER LENGTH ABOVE.
COLUMNS AND 5TUD WALL5 5HALL 13E CONTINUOUS FROM FLOOR TO FLOOR OR
FROM FLOOR TO ROOF.
Q INDICATES COLUMN, DOWN ONLY.
INDICATES COLUMN UP AND DOWN UNLESS BEARIWv ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLUSH BEAMS FRAMED WITHIN J0157' 5PACE, DROPPED TO BEAMS
FRAMED BELOW THE JOISTS, WITH JOISTS BEARING ON TOP OF BEAM.
- 0- -- INDICATES ELEVATION AT TOP OF SHEATHING AS NOTED.
ALL FLOOR AND - ROOF JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER 510E
OF BEARING WALL STUDS BELOW IF BEARING ON A DOUBLE TOP PLATE, AND SHALL ALIGN
DIRECTLY WITH WALL STUD BELOW IF BEARING ON A SINGLE TOP PLATE.
INDICATES EXTERIOR BEARING WALL (BELOW?.
�f INDICATES INTERIOR BEARING WALL (BELOW}.
INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
INDICATES NON- 5TRUCTURAL PARITITION WALL (BELOP0.
2)(6 STUD WALL LE55 THAN q' -6" TALL SHALL BE FRAMED AT 2' -O" 5PACING (MAXIMUM);
BETWEEN W -6" AND II' -O" SHALL BE SPACED AT 1'- (MAXIMUM); AND BETWEEN 11' -0" AND
I6" -O" SHALL BE SPACED AT 1' -0' (MAXIMUM).
2X6 WALL TALLER THAN I6' - SHALL BE RRAMED WITH 2X6 LSL STUDS (Fb =1100 PSI,
E= 1,300,000 PSI, MINIMUM) AT 1' -0" 5PACING UNLE55 NOTED OTHERWISE ON PLANS.
BEAM SPLICES AT W00P BEAMS SHALL 13E CONNECTED WITH 51MP50N HCA CONNECTORS.
W00D COLUMN TO WOOD BEAM CONNECTIONS SHALL HAVE 5IMPSON POST OR COLUMN CAPS.
ALL FLOOR JOIST HANGER5 5HALL BE SIMP50N IUT, ITT, HU, OR IUS TYPE UNLESS NOTED
OTHERWISE ON PLAN5.
ALL - ROOF J015T HANGER5 SHALL BE 5IMPON L550 TYPE UNLE55 NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. BEAM HANGERS SHALL BE SIMPSON GLTV OR 1-161)5 UNLESS
NOTED OTHERWISE ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HANGER5 SHALL BE SIMPSON HU HANGER5 UNLE55
NOTED 0THERWI5E ON PLANS.
REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING ITEMS NOT NOTED ON
STRUCTURAL PLAN5i
1. HANDRAIL AND STAIR FRAMING DETAILS
2. LOCATIONS AND SIZE OF OPENING5 IN W000 STUD WALL5
3.-ROOF 5LOPE5 AND BEARING PLATE HEIGHT5
SEE ADDITIONAL NOTES ON SHEET 53.1.
Revisions:
6196108 Revision 9
7130108 Revision 2
Stamp
For. • Wilken eering, LLC
By
S2.1
GONTRAGTORS NOTES:
THE GENERAL CONTRACTOR SHALL FURNISH WORK THAT 15 OF SOUND AND QUALITY
CONSTRUCTION AND IN ACCORDANCE WITH INDUSTRY STANDARDS, APPLICABLE
BUILDING CODES, CONSTRUCTION DOCUMENTS, AND ALL MANUFACTURERS
SPECIFICATIONS, INSTRUCTIONS, AND WARRANTY fREOWREMENT5.
THE GENERAL CONTRACTOR SHALL BE RESPON5IBLE FOR HIS AND ALL SUB -
CONTRACTORS WORK., WHICH SHALL BE CONSTRUCTED AS OUTLINED IN THE
CONSTRUCTION DOCUMENTS.
IN THAT ELECTRICAL AND MECHANICAL SYSTEM DESIGNS AND
LAYOUTS ARE NOT INCLUDED IN THE CONSTRUCTION DOCUMENTS, THE GENERAL
CONTRACTOR SHALL ASSUME RE5PON51BILY FOR COORDINATION OF DESIGN -BUILD
5UB- CONTiRACTOR5 WORK WITH ALL STRUCTURAL FRAMING MEMBERS AND
SYSTEMS.
- REQUE5T5 FOR MATERIAL SUBSTITUTIONS, PRAMING CHANGES, AND CONNECTION
CHANGES, MUST BE SUBMITTED IN WRITING TO THE OWNER, ARCHITECT, AND
ENGINEER FOR - REVIEW. SUCH SHALL INCLUDE: ORIGINAL ITEM,
PROPOSED CHANGE, AND - REASON FOR PROPOSED CHANGE.
`REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATIONS, TO THE
CONSTRUCTION DOCUMENTS, SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT
AND ENGINEER FOR REVIEW.
`REQUESTS FOR DE516N CHANGE5 INVOLVING THE OVERALL SCOPE OF THE PROJECT
AND /OR IMPACTING ARCHITECTURAL INTENT OR FEATURES SHALL BE SUBMITTED IN
WRITING TO THE OWNER AND ARCHITECT.
ALL COMMUNICATIONS SHALL COME FROM THE GENERAL CONTRACTOR, AND NOT HIS
SUB - CONTRACTORS.
THE GENERAL CONTt2, -.CTOR SHALL SUBMIT ALL REQUESTS FOR ADDITIONAL
INFORMATION, CLARIFICATIONS, SUBSTITUTIONS, AND CHANGE5 IN A TIMELY MANNER
WHICH ALLOW5 TIME FOR AMPLE REVIEW BEFORE A RE5PON5E 15 NEEDED. THE
ENGINEER WILL ENDEAVOR TO RE5POND TO ALL`REQUE5T5 AS SOON AS P0551BLE
UPON`RECIEPT, BUT WILL NOT A55UME`RESPONSIBILITY FOR ANY DELAYS TO
CONSTRUCTION CAUSED BY THE CONTRACTORS FAILURE TO 5UBMIT`REQUEST5 IN A
TIMELY MANNER BEFORE THE~RE5PON5E 15 NEEDED.
AS PART OF THE STRUCTURAL SERVICES TO THE CLIENT, THE STRUCTURAL
ENGINEER MAY MAKE PERIODIC 51TE OBSERVATIONS TO OBSERVE THE GENERAL
PRO&RES5 OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL GIVE SUFFICIENT
NOTIFICATION FOR THE ENGINEER TO OBSERVE THE PLACEMENT OF UNCOVERED
FOUNDATION WALL REINFORCING STEEL AND UNCOVERED FLOOR AND ROOF
FRAMING.
SHOP DRAIN I N65
THE GENERAL CONTRACTOR SHALL PROVIDE A SCHEDULE OF SHOP DRAWING
SUBMITTALS THAT - REQUIRE 5TRUCTURAL REVIEW.
SHOP DRAWINGS THAT ARE - RECEIVED PRIOR TO THE AND APPROVAL BY THE
GENERAL CONTRACTOR WILL BE RETURNED WITHOUT
SHOP DRAWING REVIEW 15 ONLY FOR THE GENERAL CONFORMANCE WITH THE
DESIGN CONCEPT AND THE INFORMATION GIVEN IN THE STRUCTURAL DOCUMENTS.
CORRECTIONS AND COMMENTS MADE ON THE SHOP DRAWINGS DURRING 00
NOT - RELIEVE THE GENERAL CONTRACTOR FROM COMPLIANCE WITH THE
- REQUtREMENT5 OF THE PLANS, SPECIFICATIONS, AND APPLICABLE CODES. THE
GENERAL CONTRACTOR 15 RE5PON51BLE FOR: ALL DIMENSIONS, TO BE CONFIRMED
AND CORRELATED AT THE JOBSITE, INFORMATION THAT PERTAINS SOLELY TO THE
FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCOEDURES OF CONSTRUCTION, COORDINATION OF THE WORK WITH THAT
OF ALL OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY
MANNER.
6ENERAL
CONTRACTOR SHALL BE`RE5PON551BLE FOR PROVIDING TEMPORARY BRACING AND
PRECAUTIONS NECESSARY TO WITH5TAND ALL CONSTRUCTION AND /OR WIND LOADS
UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT SYSTEMS ARE IN
PLACE.
ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
VERIFY ALL OPENINGS THROUGH FLOORS, ROOFS, AND WALLS WITH MECHANICAL
AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, 51ZE5, LINTEL5 AND
REQUIRED CONNECTIONS SHALL BE CONTRACTORS RESPONSIBILITY.
PROVIDE ASPHALTIC MASTIC - COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH.
SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR OF ALL
CONCRETE MIXES, CONCRETE - RE INFORCIN&, STRUCTURAL STEEL, LAMINATED W00D
FRAMING MEMBERS, AND WOOD JOISTS. THE MANUFACTURING OR FABRICATION OF
ANY ITEMS PRIOR TO WRITTEN - REVIEW OF SHOP DRAWINGS WILL BE ENTtRELY AT
THE OF THE CONTRACTOR.
WATERPROOFING, VAPOR BARRIERS, WATER5TOP, ETC., SHALL BE AS 5HOWN ON
THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS.
ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND
EXTERIOR WALL5 AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING
CODE.
ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD
AND ARCHITECTURAL DRAWINGS.
CONTRACTOR SHALL VERIFY ALL A550MED EXISTING CONDITIONS. IF CONDITIONS
ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER.
TESTING, INSPECTIONS, AND OBSERVATIONS:
THE STRUCTURAL ENGINEER MAY MAKE PERIODIC OB5ERVATIONS OF THE
CONSTRUCTION. SUCH OBSERVATIONS DO NOT SERVE A5 REQUIRED INSPECTIONS
BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS
OUTLINED ABOVE AND BY CHAPTER I OF THE INTERNATIONAL BUILDING CODE.
APPL I GABLE BU I LD I NCB GORE: I EBG 2005
DESIGN LIVE LOA05:
ROOF 86 P517
INTERIOR FLOOR 40 PSF
3 SECOND GUST qO MPH
FASTEST MILE 80 MPH
EXPOSURE B
THE ALLOWABLE 501L BEARING PRESSURE ASSUMED IN DE516N 15 L200 P5F. THE
CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE
FOUNDATION EXCAVATION. THE SOILS ENGINEER SHALL VERIFY IN WRITING THAT THE
ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED.
1NOOD
ALL WOOD FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH,
GRADED' BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO
INTERNATIONAL BUILDING CODE AS FOLLOW5:
LUMBER DIMENSION &RAPE AND MINIMUM Fb 5TRE55
2X4 OR 2X6 (WALL STUD USE ONLY) STUD O RARE, Fb = "100 P51
2X, 3X, 4X (JOIST OR BEAM USE) NO.2 GRADE, Fb = q00 P51
5X OR GREATER (JOIST OR BEAM USE) NO. 1 GRADE, Fb = 1350 P51
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR
TO ALLOWABLE STRESS INCREASES.
PROVIDE 2X 50LID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF
CANTILEVERS.
FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC
SCHEDULE TABLE 2304 -q.1 UNLE55 OTHERWISE NOTED.
LAMINATED BEAMS ((5LU -LAM BEAMS):
ALL ,'LAMINATED MEMBERS SHALL BE DOUGLAS FIR LARCH AT L2 PERCENT
MOISTURE CONTENT IN ACCORDANCE WITH VC-LIB. ALL SIZES SHOWN ARE
NET.
MEMBERS SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF
STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUB1_I5HED BY
AITC.
MEMBERS SHALL CONFORM TO AITC 11'7, 24FV6, D.F. FOR CONTINUOUS
MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SINGLE SPAN MEMBERS.
MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE
CLEARLY STAMPED ON EACH MEMBER.
PLYWOOD DECK AND /OR ORIENTED STRAND BOARD:
PANEL APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATION5 OF
THE AMERICAN PLYWOOD ASSOCIATION.
EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE- TRADEMARK OF THE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUtREMENTS OF
U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS
WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE EXTERIOR TYPE.
FOR 5UBFLOOR USE 3/4" T46 FLOOR 5HEATHING GLUED AND NAILED WITH
IOD NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT L2" ALONG
INTERMEDIATE SUPPORTS. 5TA66ER PANEL END JOIN5T5.
FOR ROOF 5HEATHING USE 5/8" (40/20 SPAN RATING) EXPOSURE 1
5HEATHING NAILED WITH IOD NAILS AT 4" ON CENTER ALONG PANEL E06E5
ANP,AT L2" ALONG INTERMEDIATE SUPPORTS. 5TA6GER PANEL END JOINTS.
EXTERIOR 104ALL5 SHALL HAVE ONE LAYER OF 112" EXPOSURE I PLYWOOD OR
OSBSHEATHING NAILED AT 6" ON CENTER ALONG PANEL EDGES.
5UBFLOOR AND ROOF 5HEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS WITH END ,.JOINTS STAGGERED.
INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
&ROOVE PANELS OR SOLID WOOD BLOCKING 5UPPORT5.
PREFABRICATED W00D MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWIN65.
ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION
EQUAL TO OR &REATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING
AND BRIDGING TO BE AS BY THE JOIST MANUFACTURER.
LAMINATED VENEER LUMBER MEMBER5 SHALL BE 1 3/4" WIDTH AND HAVE THE
FOLLOWING STRESS CAPACITIES: FB = 2600 P51, E = I,g00,000 P51, FC = '750 P51,
FV = 285 P51. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH
MANUFA6 TURER5 RECOMMENDATION5.
GONGRETE :
ALL CA5T -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE 1 /11 PORTLAND CEMENT,
STONE A&CREGATE, SAND, AND WATER. MIX DESIGNS SHALL SATISFY THE
FOLLOWING REQUIREMENTS
CONCRETE USE MIN. 28 -DAY F`C MAX. W/C - RATIO ENTRAINED AIR
FOOTINGS 3000 P51 NA NA
FOUNDATION WALLS 3000 P51 NA NA
SLABS, 1''OPPIN6, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE COLD JOINTS IN A
HORIZONTAL PLANE.
ALL CONCRETE WORK AND DETAILING SHALL BE IN ACCORDANCE
WITH A01 BUILDING CODE 318 LATEST EDITION. USE STANDARD HOOKS FOR DOWELS
UNLE55 OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE
3/4 INCH CHAMFER OR PER ARCHITECT.
I RE I NFORGEMENT
ALL SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO
A5TM A615 &RAPE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE
DEFORMED BARS, A5TM A"106 GRADE 60.
-REINFORCEMENT CONCRETE COVER`REQUFREMENT5 (CLEAR DIMENSION):
CONCRETE POURED AGAINST EARTH 3"
CONCRETE POURED IN FORMS, EXPOSED TO WEATHER OR EARTH) 2"
`REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
THE LATEST EDITION OF ACI 318.
LAP 5PLICE5 SHALL 13E A MINIMUM OF 2' - " FOR #5 BAR5 AND SMALLER.
ALL BAf2.5 SHALL BE CONTINUOUS AROUND CORNERS.
STRUGTURAL STEEL
WIRE FLANGE BEAMS SHALL CONFORM TO ASTM Agg2.
ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO A5TM F1554.
STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST I �ROV151ON5 OF A15C "MANUAL OF STEEL CONSTRUCTION."
MINIMUM WELDS TO BE PER RISC TABLE 12A BUT NOT LE55 THAN 3116" CONTINUOUS
FILLET UNLE55 OTHERWISE NOTED.
NON STRUGTURAL ELEMENT5
ELEMENTS SUCH AS NON- BEARING PARTITIONS, ETC. ATTACHED TO AND /OR
SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
OTHER STRUCTURAL MOVEMENTS.
F'tRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL
`MEET ALL CODE FOR THE TYPE OF CONSTRUCTION SPECIFIED BY
THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE
CONSIDERED UNRESTRAINED UNLE55 OTHERWISE NOTED.
EXTERIOR WALL
WITH SHEATHING
NEW PLYWOOD —
`ROOF 5HEATHING
NEW J0I5T-
`RE: PLAN
WITH 51MP50N
L5SU HANGER
NEW <FLUSH> L.V.L.
BEAM PLAN
EXISTING EXTERIOR
WALL WITH SHEATHING
NEW 2XL2 LEDGER
(CONTINUOUS) WITH
(4) -16D NAILS AT
EACH WALL STUD
EXISTING PLYWOOD
FLOOR 5HEATHING
EXISTING FLOOR JOIST
WITH NEW SIMP5ON
HANGER CONNECTION
TO NEW L.V.L. BEAM
TYPICAL FLOOR F- RAMING AT EXTERIOR WALL
3/4" = 1' -0 "
PLYW000
SHEATHING
BLOCKING
BETWEEN JOIST5
RIM JOIST
(CONTINUOUS)
-ROOF .JOIST
- RE: PLAN WITH
SEAT -GUT AT BEARING
- SIMPSON H2.5 CLIP
EACH JOIST
(TYPICAL)
EXTERIOR WALL
WITH SHEATHING
TY PICAL EAVE DETAIL AT 2XL2 ROOF J015T
TIMBE-F
- RE: PL
BACKS
WALL F
TIMBE;
'IRE: PL
3/4" = 1' -0"
FnAl
DIAGONAL
I" INTO
} WITH
AG SCREWS
EXTERIOR WALL
WITH SHEATHING
`RIM JOIST
RIPPED 2X PLATE—
(TREATED) WITH
V2" DIA. X 10" ANCHOR
BOLT AT 2'-O"
#5 DOWEL AT 1' - &"
WITH 2' - &" LEG
AND O' -8"' HOOK
(3) - #5 CONTINUOUS
LONGITUDINAL
E4
6 ,, d
V d
I Ih i
-1 � 1=1 l
�II( d
d
d d
O d • d • d
d 4
a °
PLYWOOD FLOOR
SHEATHING
-FLOOR J015T
- RE: PLAN
- (2) - #5 HORIZONTAL
ALONG TOP OF WALL
-#4 AT I' -&"
HORIZONTAL
- #5 AT I' -&"
VERTICAL
- RE: PLAN
TYPICAL NEW FOUNDATION WALL AND JOIST FRAMING
3/4" = I -O"
EXTERIOR WALL
WITH SHEATHING
PLYWOOD FLOOR
SHEATHING
- RIM JOIST
-2X-RIPPED TOP PLAT
(TREATED) WITH 1/2"0
X 10" ANCHOR BOLTS
AT -2'-0"
FOUNDATION WALL —
AND REINFORCEMENT
DETAILS - RE: 1/53.1
:13LOCKIN& FLOOR JOIST
RE: PLAN
PANEL AT
EACH WALL STUD
TYPICAL NEW FOUNDATION WALL AND J015T FRAMING
NEW PLYWOOD
FLOOR 5HEATHING
NEW FLOOR --/
J015T5
BLOCKING PANEL
BETWEEN J015TS
NEW EXISTING
NEW AND EXISTING
JOISTS SHALL OVERLAP
AND EACH BEAR ON FULL
WIDTH OF BEARING PLATE.
EXISTING
FLOOR FiRAMING
EXISTING FLOOR,
J015TS
EXISTING CONCRETE
FOUNDATION WALL
AND FOOTING
TYPICAL FLOOR JOISTS AT EXISTING FOUNDATION WA
3/4" = 1' -0"
NOTE: ALTERNATE 6X&
TIMBER COLUMN SHALL
BEAR ON A SIMPSON PBbb
POST BASE BEARING PLATE, ry
112" X 1" X "7" 5TEEL-
BASEPLATE WITH
(4)- 112 "XIO" ANCHOR
13OLTS
#5 DOWEL AT I' -&"
WITH 2' -&" LEG
AND O' -8" HOOK
- REINFORCEMENT -
- IRE. PLAN
�I
�I I Crl I Il l 1 1
LL=
v d ° d
d d
7 �� 4
V T
`RE. PLAN
- 8X8 TIMBER COLUMN
"'RE: PLAN WITH
3/8" X X 8" STEEL
KNIFEPLATE AND
(2)-3/4"(P LAG
SC::RE W5
CONCRETE PIER
RE, PLAN WITH
(4) - #5 VERTICAL
AND #3 TIES AT 1' -0"
TYPICAL CONCRETE PIER AND TIMBER COLUMN
�r
r�
t�
WILKENS ENGINEERING, LLC
PO Box 6539
Avon, CO $9620
•
•
•
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y •
•
40
Issued For.•
4111107 Permit
Job# 07 -970 �Y CRW
Sheet
S3.1
EIJI[
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UNIT #i ADDITION
..........
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NOT TO SCALE
WINDOW * EXTERIOR DOOR SCHEDULE
MARK
TYPE
51ZE
R.O. (W x H)
HEAD HEIGHTS
REMARKS
nAl
I EXIST, CASEMENT
V.I.F.
V.I.F.
V.I.F.
EXISTING WINDOWS TO BE RELOCATED
(A_
FRONT DOOR
30G8
3 x G'- I o"
0-5%.F.f.
EX15TING DOOR TO BE RELOCATED
�A
51DELIGHT
20
2 it x G' -1 0"
0-8"A.ff.
�A_4
CASEMENT
2040
2 It x 4 11
0-8%.F.f.
(A
CASEMENT
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..........
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WINDOW * EXTERIOR DOOR SCHEDULE
MARK
TYPE
51ZE
R.O. (W x H)
HEAD HEIGHTS
REMARKS
nAl
I EXIST, CASEMENT
V.I.F.
V.I.F.
V.I.F.
EXISTING WINDOWS TO BE RELOCATED
(A_
FRONT DOOR
30G8
3 x G'- I o"
0-5%.F.f.
EX15TING DOOR TO BE RELOCATED
�A
51DELIGHT
20
2 it x G' -1 0"
0-8"A.ff.
�A_4
CASEMENT
2040
2 It x 4 11
0-8%.F.f.
(A
CASEMENT
2040
2 11 x 4 11
0 -8 "A. F.
(A
4 PNL. SLIDING DOOR
10008
10 x G'- 1 0"
0-8"A.f.ff.
CASEMENT
2040
2 11 x 4 11
0 -8 "A. F.
EXIST. CASEMENT
V.I.F.
V.I.F.
V.I.F.
EXISTING WINDOWS TO BE RELOCATED
(§
CASEMENT
(3)2G4G
7 x 4
7-G"A.f.f.
L15T Of DRAWING5
T- I TITLE SHEET * GENERAL NOTES
TOPOGRAPHICAL SURVEY
5P- I SITE PLAN
A- I - I EXISTING PLANS AND f LFVATION5
A -1 . 2 PROP05ED PLANS
A-2.1 ELEVATIONS AND 5ECTION5
5-2.1 MAIN LEVEL FRAMING PLANS - EXISTING AND PROPOSED
5-2.2 UPPER LEVEL FRAMING PLANS - EXISTING AND PROPOSED
5-2.3 R00f FRAMING PLAN - EXISTING AND PROPOSED
5-3.1 STRUCTURAL NOTES AND DETAILS
GENERAL NOTES r"''
1. VERIFY ALL EX15TI NG CON DITION5 PRIOR TO COMMENCING WORK.
2. ALL DIMENSIONS ARE TO FACE Of STUD OR CONCRETE UNLESS
OTHERWISE NOTED.
3. ALL FRAMED EXTERIOR WALL5 TO BE 2 x G (5 112") WIDE @ I G"O.C.
MAX. SPACING UNLESS OTHERWISE NOTE
4. REFER TO WINDOW MANUfACTURFR5 SHOP DRAWINGS FOR EXACT
WINDOW AND DOOR ROUGH OPE NING5.
5. ALL INTERIOR DRYWALL TO BE 5/8" GWB UNLF55 OTHERWISE NOTED.
G. DO NOT SCALE DRAWINGS FOR CONSTRUCTION. NOTIFY ARCHITECT
IMMEDIATELY UPON FINDING ANY DISCREPANCIES IN DOCUMENTS.
7. ALL PROVISIONS Of AIA DOCUMENT #A-201, 19,57 EDITION, GENERAL
CONDITIONS, SHALL GOVERN THE CONSTRUCTION Of TH15 PROJECT.
6. THE CONTRACTOR SHALL TAKE F IELD MEASUREMENTS AND VERIFY FIELD
CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS:
AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR
WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES.
ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE
REPORTED TO THE ARCHITECT AT ONCE.
THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS AND 5UBMITTAL5 APPROVED PURSUANT TO
PARAGRAPH 3.12 (GENERAL CONDITIONS, #A -201).
10. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES ORDINANCES,
SHALL BE PERFORMED TO THE HIGHEST LEVELS Of CRAfT5MAN5HIP.
1 1. REGARDING BUILT -IN MILLWORK, PROVIDE SHOP DRAWINGS
FOR APPROVAL BY ARCHITECT OWNER PRIOR TO FABRICATION.
12. COORDINATE ALL DE51GN/BUILD MECHANICAL AND ELECTRICAL EQUIPMENT,
DEVICES, AND WORK. ALL MECHANICAL, ELECTRICAL, * PLUMBING TO BE
DI=51GN/BUILD. SUBMIT DRAWINGS FOR REVIEW BY ARCHITECT.
13. THOUGH EVE RY EFFORT 15 MADE TO PROVIDE A COMPLETE AND
CLEAR SET Of CONSTRUCTION DOCUMENTS, DISCREPANCIES OR
OMI55101\15 MAY OCCUR, RELEASE Of THESE DRAWINGS
ANTICIPATE5 COOPERATION AND CONTINUED COMMUNICATION
BETWEEN THE CONTRACTOR, ARCHITECT, OWNER AND ENGINEER TO
PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE
BEEN PREPARED FOR THE USE Of A QUALIFIED LICENSED
CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUES
AND SYSTEMS DEPICTED.
U v, 11 w
JUN 2 4 2008
DATE:
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DRAWING NUMBER:
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IN
A
0 W
11
10
GRAPHIC SCALE
5 10 20
( IN FEET )
I inch = 10 ft.
TOPOGRAPHIC SURVEY
LOT 5 AND 6, AMEND D PLAT OF
RIVERB ND AT VAIL
Town of Vail, County of Eagle, State of Colorado
Is
2 STORY
FRAME
DWELLING
POSSIBLE
ENCHROACHMENT
LOT 7
WOOD FENCE
(TYP.)
0
%K
A P
tx
0 0 \
2 STORY
FRAME
DWELLING
4
EN
ASPEN
.0 L). ..............
..........
............. 9.5 ELEC,
METER
........................
....... 14
FIRST FLOOR ..... . VU
ELEV.=101.3'
............. 9.6 ASPEN
... ...............
... ..............
... .... ..........
...... .....
<
LIGHT
...........
4
Cb, 99.
ASPE
00.5
�/ ASPEN
2ND STORY
OVERHANG
E
O
V
GAS
METER
/%N
%
N K
0
LEGAL DESCRIPTION
LOT 5 and 6, Amended Plat of Riverbend at Vail, the plat of which was recorded
November 29, 1982 in Book 349, Page 508, in the Office of the Clerk and
Recorded, County of Eagle, State of Colorado.
NOTES:
1) Survey Date: February 22, 2007.
2) This Survey does not constitute a boundary survey nor any investigation into
record easements or encumbrances associated with this property. Record
easements and rights—of—way shown for this Topographic Survey were derived
from the oforesaid plat Amended Plat of Riverbend at Vail,
3) ELEVATION DATUM: The Center of a Sanitary Manhole Assumed Elevation of
99.1', as shown hereon.
4) CONTOUR INTERVAL: 1—foot,
5) Utilities are shown approximately and should be field verified prior to
excavation.
6) Marcin Engineering LLC does not warrant or certify to the integrity of any
Digital Data supplied in conjunction with this map and survey.
7) STREET ADDRESS: Not posted.
8) Due to accumulation of snow, the location of some features shown hereon
should be considered approximate. Snow may have also hidden some
improvements that may exist and therefore, would not be shown hereon. These
items may include but not be limited to: manholes, gravel edges, asphalt edges,
valves, and concrete.
9) This is not a monumented survey, Land Survey Plat, or Improvement Survey
plat. No boundary resolution was performed in making this survey. All lot lines,
setback lines, and easement lines shown hereon should be considered
approximate and should not be relied upon for the placement of any future
improvements.
1, William G. Yetzer, a Professional Land Surveyor in the State of ColoraO�
hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my
direct supervision, and that it was performed using the standard care and
practice used in the area at the time of the survey. The Notes hereon are a
part of this certification.
MR
MR-11"1
Us
.3
BENCH MARK
SANITARY MANHOLE
ASSUMED ELEV.=99.1'
William G. Yetzer PLS 34989
Colorado Professional
Land Surveyor
Im
1
TOPOGRAPHIC SURVEY
LOT 5 AND 6, AMENDED PLAT OF
RIVERBEND AT VAIL
Town of Vail, County of Eagle, State of Colorado
1101 RPK 0JIO21 0
NOTICE: According to Colorado law you MUST commence any legal DRAWN BY B DA TE.
action based upon any defect in this survey within three years
after you first discovered such defect. In no event, may any WG Y 07020 TOPO
action based upon any defect in this survey be commenced more CHECKED 8 Y DRAWI NO.:
than ten years from the date of certification shown hereon. 07020 sH,-,-r I of
I^M At^
LEGEND:
12
DENOTES CONIFEROUS TREE
WITH TYPE & SIZE IN INCHES SHOWN
PINE
14 ;0 DENOTES DECIDUOUS TREE
ASPEN WITH TYPE & SIZE IN INCHES SHOWN
0
N1.1
SANITARY MANHOLE'
%K i A2
0 0 , 99.3
✓ 6
99.1 ASPEN
.....
ASP CONC.
......... ......................
WALK
...........
:::WOOD..
..... LIGHT
.
.......... ... ..
N' ':':'X'DECK
DECK
2ND STORY
0 RHANG
...........
..........
FIRST FLOOR
ELEV.=101.3' 9n. �?s� \'t�
2 STORY
FRAME
LOT 599.4 1 -6 DWELLING
MARCIN E NIGINEER1 NG LLC
P.O. Box 1062
AVON, CO 81620
(97 970748 748-0274
0) —9021 FAX
A
0 W
11
10
GRAPHIC SCALE
5 10 20
( IN FEET )
I inch = 10 ft.
TOPOGRAPHIC SURVEY
LOT 5 AND 6, AMEND D PLAT OF
RIVERB ND AT VAIL
Town of Vail, County of Eagle, State of Colorado
Is
2 STORY
FRAME
DWELLING
POSSIBLE
ENCHROACHMENT
LOT 7
WOOD FENCE
(TYP.)
0
%K
A P
tx
0 0 \
2 STORY
FRAME
DWELLING
4
EN
ASPEN
.0 L). ..............
..........
............. 9.5 ELEC,
METER
........................
....... 14
FIRST FLOOR ..... . VU
ELEV.=101.3'
............. 9.6 ASPEN
... ...............
... ..............
... .... ..........
...... .....
<
LIGHT
...........
4
Cb, 99.
ASPE
00.5
�/ ASPEN
2ND STORY
OVERHANG
E
O
V
GAS
METER
/%N
%
N K
0
LEGAL DESCRIPTION
LOT 5 and 6, Amended Plat of Riverbend at Vail, the plat of which was recorded
November 29, 1982 in Book 349, Page 508, in the Office of the Clerk and
Recorded, County of Eagle, State of Colorado.
NOTES:
1) Survey Date: February 22, 2007.
2) This Survey does not constitute a boundary survey nor any investigation into
record easements or encumbrances associated with this property. Record
easements and rights—of—way shown for this Topographic Survey were derived
from the oforesaid plat Amended Plat of Riverbend at Vail,
3) ELEVATION DATUM: The Center of a Sanitary Manhole Assumed Elevation of
99.1', as shown hereon.
4) CONTOUR INTERVAL: 1—foot,
5) Utilities are shown approximately and should be field verified prior to
excavation.
6) Marcin Engineering LLC does not warrant or certify to the integrity of any
Digital Data supplied in conjunction with this map and survey.
7) STREET ADDRESS: Not posted.
8) Due to accumulation of snow, the location of some features shown hereon
should be considered approximate. Snow may have also hidden some
improvements that may exist and therefore, would not be shown hereon. These
items may include but not be limited to: manholes, gravel edges, asphalt edges,
valves, and concrete.
9) This is not a monumented survey, Land Survey Plat, or Improvement Survey
plat. No boundary resolution was performed in making this survey. All lot lines,
setback lines, and easement lines shown hereon should be considered
approximate and should not be relied upon for the placement of any future
improvements.
1, William G. Yetzer, a Professional Land Surveyor in the State of ColoraO�
hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my
direct supervision, and that it was performed using the standard care and
practice used in the area at the time of the survey. The Notes hereon are a
part of this certification.
MR
MR-11"1
Us
.3
BENCH MARK
SANITARY MANHOLE
ASSUMED ELEV.=99.1'
William G. Yetzer PLS 34989
Colorado Professional
Land Surveyor
Im
1
TOPOGRAPHIC SURVEY
LOT 5 AND 6, AMENDED PLAT OF
RIVERBEND AT VAIL
Town of Vail, County of Eagle, State of Colorado
1101 RPK 0JIO21 0
NOTICE: According to Colorado law you MUST commence any legal DRAWN BY B DA TE.
action based upon any defect in this survey within three years
after you first discovered such defect. In no event, may any WG Y 07020 TOPO
action based upon any defect in this survey be commenced more CHECKED 8 Y DRAWI NO.:
than ten years from the date of certification shown hereon. 07020 sH,-,-r I of
I^M At^
LEGEND:
12
DENOTES CONIFEROUS TREE
WITH TYPE & SIZE IN INCHES SHOWN
PINE
14 ;0 DENOTES DECIDUOUS TREE
ASPEN WITH TYPE & SIZE IN INCHES SHOWN
0
N1.1
SANITARY MANHOLE'
%K i A2
0 0 , 99.3
✓ 6
99.1 ASPEN
.....
ASP CONC.
......... ......................
WALK
...........
:::WOOD..
..... LIGHT
.
.......... ... ..
N' ':':'X'DECK
DECK
2ND STORY
0 RHANG
...........
..........
FIRST FLOOR
ELEV.=101.3' 9n. �?s� \'t�
2 STORY
FRAME
LOT 599.4 1 -6 DWELLING
MARCIN E NIGINEER1 NG LLC
P.O. Box 1062
AVON, CO 81620
(97 970748 748-0274
0) —9021 FAX
2 STORY
FRAME
DWELLING
POSSIBLE
EIS CH ROACH M Eft T
4 � ,
LOT
7
WOOD
\(TYP. )
LOT 8
lb
FENCE
LOT
N� 0
or)
WOOD DECK
TO REMAIN- /4
9/9.3
LOT
N
6
TO RE MAX
f I R5T F LOOD ELEV. = 101 , 3'
SE COND f LOOK E LEV. = 1 10.5'
4
ASr�FN
CONC.
WALK
0 0 ,
P/<
Q)/ �lv //y
2 STORY
FRAME
�S,o,
SANITARY MANHOLE'
EX15T. LIGHT
TO REMAIN
FROP05ED 2ND
5TORY OVERHANG
12 PINE 9 9
U "E-LLI IN v
U N T 6 � "�
3
N
A ii� E
'%LSPEN
99 -#�
: 111 2 -
flR5Tf LOOK ELEV. =101.3'
f 5FCOND FLOOD ELEV.= 1 10.5'
2 STORY
FRAME,
DWELLING
UN T 5
WOOD CK
'' Q / + J1
TO AI
c
".9 9.
Q5
Al GAS
TRANSFORMER
PAD
9.3
BENCH MARK
SANITARY MANHOLE
ASSUMED ELEV.
NOTf5:
ASPEN 99.8 1. NO GRADES ARE TO VARY - fROM EX(5TING. If D15RUPTED, GRADF5 5HALL BE
RETURNED TO EX15TING CONDITION5 FOLLOWING CON5TRUCTION.
METER
ELEC.
M TER //oo
E
ECK EX ) ANSJ'bN"'
(5)
3\ EN
�s
14
'--------& -
/ DECK 5ETION
4r-
TO BE REMOVED
WOOD FENCE 5ETION
TO BE REMOVED
0 EX15T. LIGHT
TO REMAIN
loo
w�
\�F
2. CONTRACTOR 5HALL VERIFY ALL CONDITION5 PRIOR TO CON5TRUCTION.
3. ALL EX15TING 5ITF LIGHTING TO REMAIN. NO NEW EXTERIOR LIGHTING 15 PROP05ED.
4, ALL CON5TRUCTION MATERIAL5 5TORAGE, DUMF5TFR LOCATION, AND 5TAGING TO BE
COORDINATED WITH CONTRACTOR, RIVERBEND H.O.A., AND INDIVIDUAL OWNFR5.
PROPOESD SITE PLAN
....... . ... . ...... . .
Z
............
7-12
EXISTING R
v
5CALF 4 ": "= I'-u
mi
H
1
EXISTING UPPER f LOOK PLAN
1 11 II 11
5CALf- 4: 1 1-0
111 11 1-
5CALF 4 * = I
SUMMER
SUN
W TER
SUN
so
NORTH
L
114
0
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0
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CONSTRUCTION
DOCUMENTS
11
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DATE April 6,2008
11-111.1.1, ............... -.1-1-1.11.1-1-1-111-1- ...................
PROJ. #: !2-R-4-W—
..... . . - --------- . . . . ... . . ......... . .
. . . ........
....... . ... . ...... . .
Z
............
7-12
EXISTING R
v
5CALF 4 ": "= I'-u
mi
H
1
EXISTING UPPER f LOOK PLAN
1 11 II 11
5CALf- 4: 1 1-0
111 11 1-
5CALF 4 * = I
SUMMER
SUN
W TER
SUN
so
NORTH
L
114
0
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rh
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0
N
CONSTRUCTION
DOCUMENTS
11
lei
•
oe,
DATE April 6,2008
11-111.1.1, ............... -.1-1-1.11.1-1-1-111-1- ...................
PROJ. #: !2-R-4-W—
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DATE: April 6,2008
PROJ. #: RB-9-07
•
r rQ r, 0 FBI F9 Wall Z 6 9
5CALE 1 1-0
= 11
1 � E32
NORTH
Tro'KN OF VAIL\
DESIGN REVIEW
m
0 -
PROP05f D MAI F LOOR. PLAN
51DE (EAST}
l
I 11 1
SCALE 4: =I
um
151155'(R-5G) INSULATION BETWEEN
;',00f RAFTERS (FYP.)
PRESIDENTIAL SHAKE' LUXURY
SHINGLE - WOOD TONE COLOR
TAP, PAPER ON
5.11'
8 'CDX PLYWOOD
2x4 ON I x 1 0 DOUBLE FACIA
SUPER DECK! MA50N DIRECT
;OLOR: MAHOGANY/BLACK 3:2 RATIO
2" CONTINUOUS
EAVE VENT
I xG TAG SOFFIT
4 x85UPER DECK! MA50N DIRECT
FIBER CEMENT SIDING
COLOR: CEDAR
2x 1 'SUPER DECK! MA50N DIRECT
FIBER CEMENT BELLY BAND
COLOR: MAHOGANY/BLACK 3.2 RATIO
`ROBINSON BRICK CO.'
INDIAN SUMMER STONE
10513 5HEATING
W1 TYVEK BLDG. WRAP
'13165'(R-27) INSULATION
4 PLYWOOD 5UB-FLOOR
:
1 1 - 7 8 BCI FLOOR J015T5
RE,: STRUCTURAL DWG5.
8" CONC. FOUNDATION
RE: STRUCTURAL DWG5.
TYPIrAl WAI I (:;FrT1nK1
1 11 1
SCALE I SIECTION
ll
i H 1-
SCALE 4: =I
\Ao/
EXISTING FLUE - VERIFY 51ZE
AND DIMENSIONS IN FEILD
4"5AND5TONE
CHIMNEY CAP
STUCCO-'5HERMAN WILLIAMS'
5W-G I OG KJLM BEIGE
ELEV: 123.35
T.d. -7
'PRESIDENTIAL SHAKE' LUXURY
SHINGLE - WOOD TONE COLOR
2x4 OVER 2x8 'SUPER DECK! MA50N
DIRECT F IBER CEMENT FACIA.
COLOR: MAHOGANY/BLACK 3:2 RATIO
I x8'5UPFP, DECK! MA50N DIRECT
FIBER CEMENT SIDING. TYPICAL
COLOR; CEDAR
2xG'5UPFR DECK! MA50N DIRECT
FIBER CEMENT CORNER BOARDS.
COLOR- MAHOGANY/BLACK 3:2 RATIO
ELEV: 1 12,25',mk,
- - - - - - T.O.RdG_E_ _
ELEV: 110.5'_
2ND FLOOR
. ..........
----------
8x 1 0 CEDAR BEAMS
. . .............
W1 BEVELED ENDS
.........
GxG CEDAR ANGLE
BRACKETS
2x4 WINDOW DOOR TRIM (TYP).
... . .. . ....
2x6 WINDOW DOOR HEADERS
.............
...........
'SUPER DECK MA50N DIRECT FIBER CEMENT
COLOR: MAHOGANY /BLACK 3:2 RATIO
...........
. .. .........
jr
,
ELEV: 101.3' Ak
rr
F I R5T FLOOR
. . . .......... >//
/ . .. .......... ...
'ROBI N50N BRICK CO.'
INDIAN SUMMER STONE
ALL FLASHING TO 13E METAL,
PTD. TO MATCH TRIM
0
A05
70
- 7 ,
......... ..... ,
.......... ....... . . .............. .
.............
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................ . . ............. - - - - - - -
ELEV: 123.5 . ......
. . . ........... . .....
. . .... . .... . ......... . .. .
ELEV. 112.4'
T.5.RJDG�E
ELEV: 110.5' Ak
2ND FLOOR
............
...... . ........
. ............
7 —
.............
R .......... .. �:
41
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.......... . ..... .
A_
............
ELEV: 101.3' mk .............. I Z
7 FL _ -
.... . . . ...........
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�i . ..... ' 5w
ff (NORTM) ELEVATION
ill 11 0 11
SCALE 4: =I 1-
Unit #6
z
W
WZ
. Z
WILKENS ENGINEERING, LLC
PO Box 6531
Avon, CO 81620
7�
H
EXTENT'S OF_�
STRUCTURAL WORK
EXISTING MAIN LEVEL AND FOUNDATION PLAN
1/411=1 I -Off
• �.
Am
.
4
•
•
•
r
•
Issued For.
4119107 Permit
FOUNDATION NO TES
DATUM ELEVATION 100' -0" EQUALS TOP OF EX15TING MAIN LEVEL PLYWOOD 508FLOOR.
ALL FOOTING BEARING ELEVATIONS SHOWN ARE BASED ON THE 51TEIGRADING PLAN
AND FLOOR ELEVATIONS. EXACT BEARING ELEVATIONS MAY NEED TO 13E LONERED
DUE TO ACTUAL CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS
AND ANY CHANGES SHALL BE VE=RIFIED WITH STRUCTURAL ENGINEER.
BOTTOMS OF FOOTINGS SHA BE A MINIMUM OF 48" BELOW FIN1514ED EXTERIOR
GRADE.
ALL FOOTING ARE TO BE PACED ON FIRM, UNDISTURBED SOILS OR ON PROPERLY
COMPACTED BACKFILL AS APPROVED BY THE 501LS ENGINEER.
CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED BY THE SOILS ENGINEER.
NO BACKFILLING 5HALL BE PLACED A&AIN5T FOUNDATION WALL5 UNTIL THE MAIN
LEVEL FLOORS ARE IN PLACE AND PROPERLY ANCHORED.
ALL FOOTINGS IN CRAW1-5PACE5 SHALL BE BACK. FILLED WITH COMPACTED STRUCTURAL
FILL TO THE TOP OF THE FOOTING, MINIMUM, UNLE55 EXACT ELEVATION 15 NOTED
ON PLANS OR DETAILS.
CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS DIMENSIONED
OTHERWISE ON PLANS,
[XXXX' -XX "] INDICATES THE TOP OF CONCRETE WALL ELEVATION,
(XXXX' -XX ") INDICATES THE TOP OF CONCRETE FOOTING ELEVATION.
ALL FOUNDATION STEM WALLS ARE 6" THICKNE55 UNLESS NOTED OTHERWISE ON
PLANS.
ALL CONCRETE PATIOS, STAIRS, AND SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE
CONSTRUCTED PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS.
THESE ITEMS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS DETAILED ON PLANS.
"(V,I.F)" INDICATES DIMEN510N5 THAT THE CONTRACTOR SHALL VERIFY IN THE FIELD,
AND MAY VARY TO FIT EXI5TING CONDITIONS.
WHERE NEW CONCRETE FOUNDATION WALLS AND FOOTING A13UT EXISTING CONCRETE
FOUNDATION HALLS AND FOOTINGS, THE HORIZONTAL - REINFORCEMENT SHALL 13E
EPDXY - DOWELED 4" INTO EXISTING CONCRETE.
SEE ADDITIONAL NOTES ON SHEET 53.1.
V4000 FRAMIN& NOTES:
[E] INDICATES EXISTING FRAMING MEMBERS.
[N] INDICATES NEW FRAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
GREATER CAPACITY AND SHALL BE BY STRUCTURAL ENGINEER.
"L V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN WOOD
MATERIALS SECTION. ALTERNATE5 SHALL HAVE EQUAL OR &BEATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
HEADERS AT 2X& EXTERIOR WALL5 AND INTERIOR BEARING WALLS SHALL BE (3) -2X8
(OR LARGER) UNLESS NOTED OTHERWISE ON PLANS, HEADERS WITHIN 2X4 WALLS SHALL
BE (2) -2X& (OR LARGER) UNLESS NOTED OTHER01I5E ON PLANS. HEADERS SHALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYWOOD SPACERS.
AT EXTERIOR WALLS AND INTERIOR 2X6 BEARING WALL5, UNLESS NOTED OTHERN15E
ON PLAN, COLUMNS SHALL BE (3)2X6 FOR HEADERS GREATER THAN 4 FOOT LENGTH
(ROUGH OPENING), AND (2) -,2X(:> FOR HEADERS LE55 THAN 4 FOOT. ONE STUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE OF THE STUD PACK
SHALL BE TRIMMER STUD5. AT 2X4 INTERIOR BEARING WALL5, THE COLUMNS SHALL
BE (3)2X4 OR (2)-2X4; TO THE HEADER LENGTH ABOVE.
COLUMNS AND STUD WALLS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR
FROM FLOOR TO ROOF.
13 INDICATES COLUMN, DOWN ONLY.
INDICATES COLUMN UP AND DOWN UNLESS BEARING ON CONRETE OR LABELED UP
ONLY, COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
t > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLUSH - REFERS BEAMS FRAMED WITHIN JOIST SPACE, DROPPED`REFER5 TO BEAMS
FRAMED BELOW THE .JOISTS, WITH JOISTS BEARING ON TOP OF BEAM.
-0 --- INDICATES ELEVATION AT TOP OF 5HEATHIN& AS NOTED.
ALL FLOOR AND JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER SIDE
OF BEARING WALL STUDS BELOW IF BEARING ON A DOUBLE TOP PLATE, AND SHALL ALIGN
DIRECTLY WITH WALL STUD BELOPA IF BEARING ON A SINGLE TOP PLATE.
INDICATES EXTERIOR BEARING WALL (BELOW).
�� INDICATE5 INTERIOR BEARING WALL (BELOW).
Revisions:
6116108 Revision 1
__ - -- INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
INDICATES NON-STRUCTURAL PARITITION WALL (BELOW).
2X6 STUD WALL LESS THAN q' -6" TALL SHALL BE FRAMED AT 2' -0" 5PACING (MAXIMUM);
BETWEEN q' -6" AND II' -O" SHALL BE SPACED AT 1' -4 (MAXIMUM), AND BETYJEEN It' -O" AND
16' -O" SHALL BE SPACED AT 1' -0" (MAXIMUM).
2X6 WALL TALLER THAN I6' -0" SHALL BE FRAMED WITH 2X6 L5L STUDS (Fb =1100 PSI,
E =000,000 P51, MINIMUM) AT 1' -0" SPACING UNLE55 NOTED OTHERNISE ON PLANS.
BEAM SPLICES AT WOOD BEAMS SHALL BE CONNECTED WITH SIMP50N HCA CONNECTORS.
$t amp
WOOD COLUMN TO WOOD BEAM CONNECTIONS SHALL HAVE SIMPSON POST OR COLUMN CAPS.
For: Wilk " ring, LLC
ALL FLOOR JOIST HANGERS SHALL BE SIMPSON IUT, ITT, HU, OR IU5 TYPE UNLESS NOTED
By:
OTHERWI5E ON PLANS.
c oo
ALL JOIST HANGERS SHALL BE 5IMPON LSSU TYPE UNLESS NOTED OTHERWISE
ON PLANS.
37 0
ALL DOUBLE AND TRIPLE L.V.L. BEAM HANGERS SHALL BE '51MPSON <V OR HGUS UNLESS
NOTED OTHERWISE ON PLANS.
`
%�
ALL DOUBLE AND MPLE 2X BEAM HANGERS SHALL BE SIMPSON HU HANGERS UNLESS
NOTED OTHERWISE ON PLANS.
REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING ITEMS NOT NOTED ON JQb# 07 - 1 76 CRW
STRUCTURAL PLAN5j
1. HANDRAIL AND STAIR FRAMING DETAILS Sheet
2. LOCATIONS AND SIZE OF OPENIN655 IN N000 STUD WALL5
3. SLOPES AND BEARING PLATE HEIGHTS
SEE ADDITIONAL NOTES ON SHEET 53.1.
S2
`EXTENTS OF
STRUCTURAL WORK
NOTE. THE ASSUMED EXI5TIN0 FRAMING CONDITIONS
NOTED ON THESE PLANS AFZE REFERENCED FROM
THE ORIGINAL PROJECT CONSTRUCTION
DOCUMENTS. THE ACTUAL EXISTING CONDITIONS
IN THE FIELD MAY DIFFER FROM THE ASSUMED
EXISTING CONDITIONS. THE CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING FRAMING CONDITIONS,
ASSEMBLIES, AND DIMENSIONS FOR CONFORMANCE
WITH THE ASSUMED CONDITIONS OF THESE PLANS,
AND SHALL NOTIFY THE ARCHITECT AND
ENGINEER WITH ANY DISCREPANCIES FOUND.
.... ...... . ....
[N] 2X12 AT 2' -O•- -J --[Nl STUB PLYWOOD SUBFLOOR
`ROOF JOIST5 AT COLUMN
ENTRY
EXTENTS OF
STRUCTURAL WORK
AM
0
MOOD FRAM I NCB NOTES:
[El INDICATES EXISTING FRAMING MEMBERS.
[N] INDICATES NEW FRAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATE5 SHALL HAVE EQUAL OR
GREATER CAPACITY AND 5HALL BE REVIEWED BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN WOOD
MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR 4REATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
HEADERS AT 2X& EXTERIOR WALL5 AND INTERIOR BEA'RIN& WALL5 SHALL BE (3) 2X8
(OR LARGER) UNLESS NOTED OTHERWISE ON PLANS. HEADERS WITHIN 2X4 WALLS SHALL
BE (2 )-2X8 (OR LAR&ER) UNLESS NOTED OTHERWISE ON PLANS. HEADERS SHALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYWOOD SPACERS.
AT EXTERIOR WALL5 AND INTERIOR 2X6 BEARING WALLS, UNLE55 NOTED OTHERWISE
ON PLAN, COLUMNS SHALL BE (3) 2X6 FOR HEADERS &REATER THAN 4 FOOT LENGTH
(ROUGH OPENING), AND (2)2X6 FOR HEADERS LESS THAN 4 FOOT. ONE STUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE REMAINDER OF THE STUD PACK
SHALL BE TRIMMER STUDS. AT 2X4 INTERIOR BEARING WALLS, THE COLUMNS SHALL
BE (3 )-2X4 OR (2)- 2X4,`RE5PECTIVE TO THE HEADER LENGTH ABOVE.
COLUMNS AND STUD WALLS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR
FROM FLOOR TO - ROOF.
0 INDICATES COLUMN, DOWN ONLY.
INDICATES COLUMN UP AND DOWN UNLESS BEARING ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLU5H`REFERS BEAMS FRAMED WITHIN JOIST SPACE, DROPPED - REFERS TO BEAMS
FRAMED BELOW THE JOISTS, WITH JOISTS BEARING ON TOP OF BEAM.
0 INDICATES ELEVATION AT TOP OF SHEATHING AS NOTED.
ALL FLOOR AND-ROOF JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER 510E
OF BEARING WALL 5TUD5 BELOW IF BEARING ON A DOUBLE TOP PLATE, AND SHALL ALIGN
DIRECTLY WITH WALL STUD BELOW IF BEARING ON A SINGLE TOP PLATE.
INDICATES EXTERIOR BEARING WALL (BELOW).
INDICATES INTERIOR BEARING WALL (BELOW).
INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
INDICATES NON - STRUCTURAL PARITITION WALL (BELOW).
2X6 STUD WALL LESS THAN q' -6" TALL SHALL BE FRAMED AT 2' -0" SPACING (MAXIMUM);
BETWEEN q' -b" AND II' -O" SHALL BE SPACED AT 1' -4 (MAXIMUM), AND BETWEEN 11' -0" AND
lb'-O" SHALL BE SPACED AT 1' -0" (MAXIMUM).
.2X6 WALL TALLER THAN 16' -0" SHALL BE FRAMED WITH.2X6 LSL STUDS (FL> =1'700 PSI,
E= 1.300000 F'51, MINIMUM) AT I' -O" 5PACING UNLESS NOTED OTHERWISE ON PLANS.
BEAM 5PLICE5 AT WOOD BEAM5 SHALL BE CONNECTED WITH 51MP50N HCA CONNECTORS.
WOOD COLUMN TO WOOD BEAM CONNECTIONS SHALL HAVE 5IMP50N P05T OR COLUMN CAPS.
ALL FLOOR JOIST HANGERS SHALL BE SIMPSON IUT, ITT, HU, OR IUS TYPE UNLESS NOTED
OTHERWISE ON PLANS.
ALL ROOF JOIST HANGERS SHALL BE 51MPON L5SU TYPE UNLESS NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. BEAM HANGERS SHALL BE SIMPSON GLTV OR HGUS UNLE55
NOTED OTHERWISE ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HANGERS SHALL BE 5IMP50N HU HANGERS UNLESS
NOTED OTHI=RWI5E ON PLANS.
'REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING ITEMS NOT NOTED ON
STRUCTURAL PLANSi
1. HANDRAIL AND STAIR FRAMING DETAILS
2. LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALL5
3.-ROOF SLOPES AND BEARING PLATE HEIGHTS
SEE ADDITIONAL NOTES ON SHEET 53.1.
WILKENS ENGINEERING, LLC
PO Box 6539
Avon, CO 89620
N
•
•
• •
•
•
•
•
•
Issued For.•
4191107 Permit
NOTE. THE ASSUMED EXI5TING FRAMING CONDITION
NOTED ON THESE PLANS A RE`REFERENCED Fi2Or
THE ORIGINAL PROJECT C0145TRUCTION
DOCUMENTS. THE ACTUAL EXI5TING CONDITIONS
IN THE FIELD MAY DIFFER FROM THE ASSUMED
EXI5TING CONDITIONS. THE CONTRACTOR SHALL
FIELD VERIFY ALL EXI5TING FRAMING CONDITIOP
ASSEMBLIES, AND DIMENSIONS FOR CONFORMAN
WITH THE A55UMED CONDITIONS OF THESE PLANE
AND SHALL NOTIFY THE ARCHITECT AND
ENGINEER WITH ANY DISCREPANCIES FOUND.
WILKENS ENGINEERING, LLC
PO Box 653
Avon, CO 8 1620
m o
0
EXTENTS OF
STRUCTURAL WORK
® ! •
\ -- EXTENTS OF
STRUCTURAL WORK
111auaymaggW
a
WOOD FRAMIN& NOTE5:
[E] INDICATES EXISTING FRAMING MEMBERS.
[N] INDICATES NEW FRAMING MEMBERS.
ALL JOIST5 5HALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
&BEATER CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN WOOD
MATERIAL5 5ECTION. ALTERNATES SHALL HAVE EQUAL OR GREATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
INDICATES EXTERIOR BEARING WALL (BELOW).
� INDICATES INTERIOR BEARING WALL (BELOW).
_ _ INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
INDICATES NON- 5TRUCTURAL PARITITION WALL (BELOW}.
HEADERS AT 2X6 EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE (3) - ,2X6
(OR LAi2OM UNLESS NOTED OTHERWISE ON PLANS. HEADERS WITHIN 2X4 WALLS 5HALL
BE (2) -2X8 (OR LARGER) UNLE55 NOTED OTHERWI5E ON PLANS. HEADERS SHALL BE
BUILT OUT TO WIDTH OF WALL W1TH PLYWOOD SPACERS.
AT EXTERIOR WALL5 AND INTERIOR 2X6 BEARING WALLS, UNLE55 NOTED OTHE-RNISE
ON PLAN, COLUMNS SHALL BE (3) :2X6 FOR HEADERS &REATER THAN 4 FOOT LENGTH
(ROUGH OPENING), AND (2) -,2X& FOR HEADERS LE55 THAN 4 FOOT. ONE STUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE - REMAINDER OF THE STUD PACK
SHALL BE 'PRIMMER STUDS. AT 2X4 INTERIOR BEARING WALL5, THE COLUMNS SHALL
BE (3)--2X4 OR (2) 2X4 ;RESPECTIVE TO THE HEADER LENGTH ABOVE.
COLUMNS AND STUD WALLS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR
FROM FLOOR TO ROOF.
[] INDICATES COLUMN, DONN ONLY.
INDICATES COLUMN UP AND DOWN UNLESS BEARIN& ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLU51-1 BEAMS FRAMED WITHIN JOIST SPACE, DROPPED - REFERS TO BEAMS
FRAMED BELOW THE JOISTS, KITH JOUSTS BEARING ON TOP OF BEAM.
0--- INDICATES ELEVATION AT TOP OF SHEATHING AS NOTED.
ALL FLOOR AND - ROOF JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER 51DE
OF BEARING WALL STUDS BELOW IF BEARING ON A DOUBLE TOP PLATE, AND SHALL ALIGN
DtRECTLY WITH WALL STUD BELOW IF BEARING ON A 51NGLE TOP PLATE.
2X6 STUD WALL LESS THAN q' -6" TALL SHALL 13E F=RAMED AT .2'-0* SPACING (MAXIMUM);
BETWEEN W -6" AND 11 " -O" 5HALL BE SPACED AT 1'-4 (MAXIMUM); AND BETWEEN 11' -0" AND
I6' -0" SHALL BE SPACED AT 1' -0" (MAXIMUM).
2X6 WALL TALLER THAN 16' -0" SHALL BE FRAMED WITH 2X6 L51- STUDS (Fb =1"100 P51,
E= 1,300,000 P51, MINIMUM) AT 1' -0" 5PACING UNLE55 NOTED OTHERWISE ON PLANS.
BEAM SPLICES AT W000 BEAMS SHALL BE CONNECTED WITH SIMPSON HCA CONNECTORS.
WOOD COLUMN TO WOOD BEAM CONNECTIONS SHALL HAVE SIMPSON POST OR COLUMN CAPS.
ALL FLOOR JOIST HANGER5 514ALL BE SIMP50N IUT, ITT, HU, OR IUS TYPE UNLESS NOTED
OTHER 415E ON PLANS.
ALL - ROOF J015T HANGER5 SHALL BE 5IMPON LSSU TYPE UNLESS NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. BEAM HANGER5 SHALL BE S GLTV OR 1-16AU5 UNLESS
NOTED OTHERWISE ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HAN65ER5 SHALL BE 5IMP50N HU HANGERS UNLE55
NOTED OTHERWISE ON PLANS.
REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING ITEMS NOT NOTED ON
STRUCTURAL PLAN5a
1. HANDRAIL AND STAIR FRAMING DETAILS
2. LOCATIONS AND S OF - ROUGH OPENINGS IN WOOD STUD WALL5
3. - ROOF SLOPES AND BEARING PLATE HEIGHTS
SEE ADDITIONAL NOTES ON SHEET 53.1.
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Issued For:
4111107 Permit
Revisions:
6196108 Revision 9
For: Wilkens Engineering, LLC
By.'
773
,lob# 07 -976 GRIN
Sheet
S2.3
GONTRAGTORS NOTES:
APPL I GABLE BU I LD I NCB GODS: I BG 2005
THE GENERAL CONTRACTOR SHALL FURNISH WORK THAT 15 OF SOUND AND QUALITY
DESIGN LIVE LOADS: BLOCKING
BETWEEN J015TS
CONSTRUCTION AND IN ACCORDANCE WITH INDUSTRY STANDARDS, APPLICABLE
SHEA THING
BUILDING CODES, CONSTRUCTION DOCUMENTS, AND ALL MANUFACTURERS
ROOF 86 P5F
SPECIFICATIONS, INSTRUCTIONS, AND WARRANTY`REQUtREMENTS.
INTERIOR FLOOR 40 P5F L2
THE 6ENERAL CONTRACTOR SHALL BE RE51PON5I13LE FOR HI5 AND ALL 5UB-
WIND
CONTRACTORS WORK, WHICH SHALL BE CONSTRUCTED AS OUTLINED IN THE
3 SECOND GUST g0 MPH -7
CONSTRUCTION DOCUMENTS.
FASTEST MILE 80 MPH
SCHEDULE TABLE 2304 -q.1 UNLE55 OTHERWISE NOTED.
EXPOSURE B
IN RECO&NITION THAT ELECTRICAL AND MECHANICAL SYSTEM DE516NS AND
Q• FLOOR JOIST
LAYOUTS ARE NOT INCLUDED IN THE CONSTRUCTION DOCUMENTS, THE GENERAL
SO
CONTRACTOR SHALL ASSUME RE5PON5113ILY FOR COORDINATION OF DE516N -BUILD
4 (2) - #5 HORIZONTAL
505- CONTRACTOR5 WORK. WITH ALL STRUCTURAL FRAMING MEMBERS AND
THE ALLOWABLE 501L BEARING PRE55URE ASSUMED IN DE51&N 15 1200 PSF. THE
SYSTEMS.
CONTRACTOR SHALL - RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE
M015TURE CONTENT IN ACCORDANCE WITH WCLIB, ALL SIZES SHOWN ARE
FOUNDATION EXCAVATION. THE SOILS ENGINEER SHALL VERIFY IN WRITING THAT THE
REQUESTS FOR MATERIAL SUBSTITUTIONS, txRAMING CHANGES, AND CONNECTION
ACTUAL SAILS CAPACITY IS EQUAL TO OR &BEATER THAN ASSUMED.
CHAN6E5, MUST BE SUBMITTED IN WRITING TO THE OWNER, ARCHITECT, AND
NOTIFICATION FOR THE ENGINEER TO OBSERVE THE PLACEMENT OF UNCOVERED
ENGINEER FOR 5UCH REQUESTS SHALL INCLUDE: OR161NAL ITEM,
V4000:
PROPOSED CHANGE, AND`REA50N FOR PROPOSED CHANGE.
STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF
REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATIONS, TO THE ALL WOOD FRAMING AND TRUSS LUMBER SHALL BE DRY DOU6LA5 FIR, LARCH, DROPPED 6LULAM ! R OOF JOIST
CONSTRUCTION DOCUMENTS, SHALL BE SUBMITTED R WRITING TO THE ARCHITECT GRADED BY WE5TERN WOOD PRODUCTS A550CIATION AND CONFORMING TO - RIDGE BEAM - RE: PLAN `RE: PLAN
AND ENGINEER FOR REVIEW. EDGES
INTERNATIONAL BUILDING CODE AS FOLLOWS: BE VELED BEARIN& 5T5
`REQUE5T5 FOR DE516N CHAN&E5 INVOLVING THE OVERALL SCOPE OF THE PROJECT LUMBER DIMENSION &RAPE AND MINIMUM Fb 5TRE55 (MATCH EXISTING
AND /OR IMPACTIN6 ARCHITECTURAL INTENT OR FEATURE5 SHALL BE SUBMITTED IN 2X4 OR 2X6 (WALL STUD USE ONLY) STUD &BADE, Fb ="100 PSI "RIDGE BEAM)
WRITING TO THE OWNER AND ARCHITECT, 2X, 3X, 4X (JOIST OR BEAM USE) NO.2 GRADE, Fb = g00 PSI
5X OR &BEATER (JOIST OR BEAM USE) NO. I &BADE, Fb = 1350 PSI
ALL COMMUNICATIONS SHALL COME FROM THE GENERAL CONTRACTOR, AND NOT HIS W If TYPICAL`IRIDGE DETAIL AT &LUL.AM - RIDGE BEAM
NOTED ALLOABLE STRESSES MINIMUMS E MINIMUMS AND FOR NDNREPETITVE USES PRIOR
SUB- CONTRACTORS.
TO ALLOWABLE STRESS INCREASES.
53,1 3/4" = 1' -0"
THE GENERAL CONTRACTOR SHALL SUBMIT ALL REQUESTS FOR ADDITIONAL
PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF
SHEA THING
INFORMATION, CLARIFICATIONS, 5UB5TITUTION5, AND CHANGES IN A TIMELY MANNER
,2X
CANTILEVERS.
REiPLAN WITH BLOCKING PANELS
WHICH ALLOWS TIME FOR AMPLE REVIEW BEFORE A RESPONSE 15 NEEDED, THE
(TREATED) WITH
r
ENGINEER WILL ENDEAVOR TO TO ALL`REGUEST5 AS SOON AS P0551BLE
FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC
BOLT AT 2' -O"
UPON RECIEPT, BUT WILL NOT A550ME`RE5PON5IBILITY FOR ANY DELAYS TO
SCHEDULE TABLE 2304 -q.1 UNLE55 OTHERWISE NOTED.
FULL PENETRATION
CONSTRUCTION CAUSED BY THE CONTRACTORS FAILURE TO SUBMIT°REGUE5T5 IN A
Q• FLOOR JOIST
WELD AT SPLICE �—
TIMELY MANNER BEFORE THE - RESPONSE IS NEEDED.
LAMINATED BEAMS (GLU -LAM BEAMS):
4 (2) - #5 HORIZONTAL
AS PART OF THE STRUCTURAL SERVICES TO THE CLIENT, THE STRUCTURAL
ALL LAMINATED MEMBERS SHALL BE DOUGLAS FIR LARCH AT 1.2 PERCENT
AND FOOTING
ENGINEER MAY MAKE PERIODIC SITE OBSERVATIONS TO OBSERVE THE GENERAL
M015TURE CONTENT IN ACCORDANCE WITH WCLIB, ALL SIZES SHOWN ARE
HORIZONTAL
PRO&RESS OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL GIVE SUFFICIENT
NET,
1_
2
NOTIFICATION FOR THE ENGINEER TO OBSERVE THE PLACEMENT OF UNCOVERED
FABRICATED IN ACCORDANCE WITH THE
MEMBERS SHALL BE DETAILED AND FA
FOUNDATION WALL REINFORCING STEEL AND UNCOVERED FLOOR AND ROOF
STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF
- 7
FRAMING.
STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY
SHOP DRANIN65
AITC.
WITH 5HEATHING
THE GENERAL CONTRACTOR SHALL PROVIDE A SCHEDULE OF SHOP DRAWING
MEMBERS SHALL CONFORM TO AITC 117, 24FV8, D.F. FOR CONTINUOUS
SUBMITTALS THAT REGUNZE STRUCTURAI - REVIEW,
MEMBERS AND CANTILEVERS AND.24FV4, D.F. FOR SINGLE SPAN MEMBERS.
SHOP DRAWINGS THAT ARE PRIOR TO THE AND APPROVAL BY THE
MEMBERS SHALL BE PE516NEP WITH ZERO CAMBER WITH TOP SURFACE
GENERAL CONTRACTOR WILL BE RETURNED WITHOUT-REVIEW.
CLEARLY STAMPED ON EACH MEMBER.
d
SHOP PRAWIN& REVIEW 15 ONLY FOR THE GENERAL CONFORMANCE WITH THE
PLYWOOD DECK AND /OR ORIENTED STRAND BOARD:
1 ,
DESIGN CONCEPT AND THE INFORMATION GIVEN IN THE STRUCTURAL DOCUMENTS.
PANEL APPLICATION SHALL BE IN ACCORDANCE WITH OF
63/4"
CORRECTIONS AND COMMENTS MADE ON THE SHOP DRAWINGS PURIN& REVIEW DO
THE AMERICAN PLYW000 ASSOCIATION.
-
NOT RELIEVE THE GENERAL CONTRACTOR FROM COMPLIANCE WITH THE
`REQUtREMENT5 OF THE PLANS, SPECIFICATIONS, AND APPLICABLE CODES. THE
RADE ARK OF
EACH PANEL SHALL B IDENTIFIED W17H THE &BADE- TRADEMARK OF THE
E IDENTIFIED
E
BENT STEEL BEAM
< FLUSH> RE, PLAN
GENERAL CONTRACTOR 5PO FOR: ALL DIMENSIONS, TO BE CONFIRMED
AMERICAN PLYWOOD AND SHALL MEET OF
AND CORRELATED AT THE E J0 JOB5ITE; INFORMATION THAT PERTAINS SOLELY TO THE
E, INF
U.S. PRODUCTS STANDA:RP P51, LATEST EDITION FOR PLYWOOD. ALL PANELS
FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, 5EGUENGES
WHIGH'i HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
AND PROCOEDURE5 OF CONSTRUCTION, COORDINATION OF THE WORK WITH THAT
WEATHER SHALL BE EXTERIOR TYPE.
OF ALL OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY
MANNER.
FOR 5013FLOOR U5E 3/4" T46 FLOOR 5HEATHING GLUED AND NAILED WITH
100 NAILS AT b" ON CENTER ALONG PANEL ED&E5 AND AT 12" ALONG
12 BENT STEEL BEAM DETAIL AT
CE7ENERAL.
INTERMEDIATE SUPPORTS. 5TA66ER PANEL END JOINST5.
53,1 3/4" = 1' -0"
CONTRACTOR SHALL BE`RE5PON51BLE FOR PROVIDIN& TEMPORARY BRACING ANP
FOR ROOF 5HEATHING USE 5/8" (40120 SPAN RATING) EXPOSURE I
PRECAUTIONS NECESSARY TO WITHSTAND ALL CONSTRUCTION AND /OR WIND LOADS
5HEATHING NAILED WITH 100 NAILS AT 4" ON CENTER ALONG PANEL EDGES
UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT SYSTEMS ARE IN
AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5TA66ER PANEL END JOINTS.
PLACE.
EXTERIOR WALLS SHALL HAVE ONE LAYER OF i/2" EXP05UFZE I PLYWOOD OR
NEW PLYWOOD
NEW EXISTIN6
ENGINEERS ACCEPTANCE MUST 13E SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
055 SHEATHING NAILED AT 6" ON CENTER ALONG PANEL EDGES,
-ROOF SHEATHING
NEW ROOF
VERIFY ALL OPENINGS THROUGH FLOORS, ROOFS, AND WALLS WITH MECHANICAL
5U13FLOOR AND ROOF SHEATHIN& 5HALL BE INSTALLED WITH THE FACE GRAIN
J015T`i'E' FLAN
AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOGATION5, 51ZE5, LINTELS AND
WITH END JOINTS STA
PERPENDICULAR TO SUPPORTS WSTAGGERED,
REQUIRED CONNECTIONS SHALL BE CONTRACTORS RESPONSIBILITY.
INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYGLIPS, TONGUE AND
PROVIDE ASPHALTIC MASTIC- COATING ON ALL STEEL AND WOOD EXP05ED TO EARTH.
&ROOVE PANELS OR 50LID WOOD BLOCKING SUPPORTS.
SUBMIT SHOP AND ERECTION DRAWIN65 TO ENGINEER FOR - REVIEW OF ALL
PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWIN65.
CONCRETE MIXES, CONCRETE - REINFORCING, 5TRUCTURAL STEEL, LAMINATED WOOD
ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION
FRAMIN& MEMBERS, AND W000 JOISTS, THE MANUFACTURING OR FABRICATION OF
EQUAL TO OR &REATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING
ANY ITEMS PRIOR TO WRITTEN OF SHOP 0RA.WING5 WILL BE ENTIRELY AT
AND BRIDGING TO BE AS BY THE J015T MANUFACTURER.
THE OF THE CONTRACTOR.
1 I/
LAMINATED VENEER LUMBER MEMBERS SHALL BE 1 3/4" WIDTH AND HAVE THE
WATERPROOFING, VAPOR BARRIERS, WATER5TOP, ETC., SHALL BE AS SHOWN ON
FOLLOWING 5TRE55 CAPACITIES: FB =,2600 P51, E = I,cIOO,OQO PSI, FC = 750 PSI,
THE ARCHITECTURAL PRAWING5 AND AS INDICATED IN THE SPECIFICATIONS.
FV = 285 P51. 13UILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH
_ O
MANUFAGTI9RER5`REGOMMENDATION5,
h c�1
ALL MA50NRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND
,r
GONGRETE
_
EXTERIOR WALL5 AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING
:
CODE.
ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE 1 /II PORTLAND CEMENT,
NEP4 6LULAM
ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD
STONE AGC3REGATE, SAND, AND WATER. MIX DESI&N5 SHALL SATISFY THE
~RIDGE BEAM - RE: PLAN
AND ARCHITECTURAL DRAWINGS.
FOLLOWING REQUIREMENTS:
/Li
3/8"
CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS
CONCRETE USE MIN.28 -DAY PC MAX. WC-RATIO ENTRAINED AIR,
316" STEEL DOUBLE
ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER.
FOOTINC75' 3000 P51 NA NA
51DED BEAM HANGER
FOUNDATION WALL5 3000 P51 NA NA
WITH (2) -3/4 "(P THRUBOLTS
TEST I N6, I N5PEGT IONS, AND OBSERVATI
(VERIFY EXACT HANGER
SLABS, TOPPING, FOOTINGS, BEAMS AND WALL5 SHALL NOT HAVE COLD JOINT5 IN A
DIMENSIONS IN FIELD)
THE STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE
HORIZONTAL PLANE.
CONSTRUCTION. SUCH OBSERVATIONS DO NOT SERVE A5 REQUIRED INSPECTIONS
BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS
ALL CONCRETE WORK AND PETAILING SHALL BE IN ACCORDANCE
13 BENT STEEL BEAM DETAIL AT
OUTLINED ABOVE AND BY CHAPTER 1"1 OF THE INTERNATIONAL BUILDING CODE.
WITH ACI @UILPING CODE 318 LATEST EDITION. U5E 5TANPARP HOOKS FOR DOWELS
53.1 3/4" = 1' -0"
UNLESS OTHERWISE NOTED. ALL EXP05ED ED6E5 OF CONCRETE WORK SHALL HAVE
3/4 INCH CHAMFER OR PER ARCHITECT.
- RE I NFORGEMENT
ALL - REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO 2
ASTM A615, &BADE 60 EXCEPT TIE5, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE BENT STEEL 7 �I
DEFORMED BARS, ASTM A706 &RAPE 60. BEAM PLAN
- REINFORCEMENT CONCRETE COVER RECLWEMENT5 (CLEAR DIMENSION):
CONCRETE POURED AGAINST EARTH 3"
CONCRETE POURED IN FORMS, EXPOSED TO WEATHER OR EARTH) 2"
`REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
THE LATEST EDITION OF ACI 318.
LAP SPLICES SHALL BE A MINIMUM OF 2' -6" FOR #5 BAR5 AND SMALLER.
ALL BAiR5 SHALL BE CONTINUOUS AROUND CORNERS.
ST STEEL
WIDE FLAN6E BEAMS SHALL CONFORM TO ASTM Agg2. WOOD COLUMN
ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM 5NU& TIGHT `RE: PLAN WITHIN
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554. BEARING WALL
STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST PROVISIONS OF AI56 "MANUAL OF STEEL CONSTRUCTION."
MINIMUM WELPS TO BE PER AISC TABLE J2A BUT NOT LE55 THAN 3/16" CONTINUOUS
STEEL BEVELED
BEARIN6 PLATE
WITH 3/4"(P X 4"
LA6 SCREW INTO
DOUBLE TOP PLATE
3/4" = 1' -O"
FLOOR SHEAT ING / LQOR t�i2AMIN6 �: U -0
I BLOCKING PANEL AT
WALL ALL STUD ,
TYPICAL NEW FOUNDATION WALL AND J015T FRAMING �
NEW EXISTING "C O
EXISTING C C.) O
PLYWOOD
SHEATHING
BLOCK I N6
BETWEEN JOISTS
`iZIM JOIST
(CONTI NUOU5)
NEW FL00R --/
JOISTS
\- EXISTIN6 FLOOR
JOISTS
W
ROF
SHEA THING
- RIM JOIST
W
REiPLAN WITH BLOCKING PANELS
(TREATED) WITH
r
SEAT -CUT AT BEA:RIN6 BETWEEN JOISTS
BOLT AT 2' -O"
EXISTIN6 CONCRETE
Q• FLOOR JOIST
51MP50N H2.5 CLIP
`RE: PLAN
FOUNDATION WALL
4 (2) - #5 HORIZONTAL
EACH JOIST NEW AND EXISTIN6
ALONG TOP OF WALL
e-
AND FOOTING
ol
(TYPICAL) JOISTS SHALL OVERLAP
HORIZONTAL
#5 DOWEL AT I' -&"
a' — #5 AT 1' -&"
AND EACH BEAR ON FULL
VERTICAL
AND 0' - 8" HOOK
WIDTH OF BEArRIN& PLATE.
LONGITUDINAL °
EXTERIOR WALL
WITH 5HEATHING
3/4" = 1' -0"
PLYWOOD
SHEATHING
BLOCKING
BETWEEN JOISTS
RIM JOIST
(CONTINUOUS)
ROOF J015T
"RE: PLAN
- 51MPSON H2.5 CLIP
EACH J015T
(TYPICAL)
- BEVELED BEARING
PLATE (CONTINUOUS)
- EXTERIOR WALL
WITH SHEATHING
FILLET UNLESS OTHERWISE NOTED.
NON- ST�2UG CAL r-=l PMPN 14 BENT STEEL BEAM BEARING DETAIL AT ROOF
53.11 = 1' -0"
ELEMENTS SUCH AS NON - BEARING PARTITIONS, ETC. ATTACHED TO AND /OR
SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
OTHER STRUCTURAL MOVEMENTS.
FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL
MEET ALL :CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY
THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE
CONSIDERED UNRESTRAINED UNLESS OTHERWISE NOTED.
TIMBER BEAM
RE+ PLAN WITH
318 "X6 "XI' -O" STEEL
KNIFEPLATE WITH
(4)- 3 /4 "cD THRUBOLT5
TIMBER COLUMN
- RE: PLAN
314" = 1' -0"
PLYWOOD-
SHEATHING
`RIM JOIST—` ` —ROOF J015T
( CONTINUQU5) 'IRE: PLAN
6X6 TIMBER DIAGONAL WITH SIMPSON ITT
BRACE (LET I" INTO BLOCKING HANGERS EACH END
BOTH ENDS) WITH BETWEEN JOISTS
3/4"d> X 6" LA6 SOREWS EXTERIOR WALL SIMPSON H2.5 CLIP
WITH 5HEATHIN6 EACH J015T
U � 3 5 _ STRUC TURAL DIAGONAL BRACE DETAIL AT MAIN ENTRY
3/4" = 1' - 0"
TYPICAL LADDER F4ZAME DETAIL AT 11 '7/8" TJI - ROOF J015T
3/4," = 1' -0"
ZOOF
ZOOF
WELDED
EXTERIOR
WITH 5HE
`RIM JOIST
EXTERIOR
WITH 5HEA
RIM JOIST
3/4" = 1' -0"
3/4" = I' -O"
DOUBLE SIDED NEW PLYWOOD —
BEAM HANGER FLOOR 5HEATHING
(VERIFY EXACT HANGER
DIMENSIONS IN FIELD)
4
a �.. a • a
e 4
- RE: PLAN
TYPICAL NEW FOUNDATION WALL AND JOIST FSRAMING
3/4" = 1' - 0"
EXTERIOR WALL
WITH 5HEATHIN6
EXTERIOR WALL
=LOOK WITH SHEATHING
PLYWOOD FLOOR
SHEA THING
- RIM JOIST
RIPPED 2X PLATE
(TREATED) WITH
I/_2" DIA. X 10" ANCHOR
BOLT AT 2' -O"
5T
Q• FLOOR JOIST
`RE: PLAN
4
4 (2) - #5 HORIZONTAL
ALONG TOP OF WALL
e-
ol
HORIZONTAL
#5 DOWEL AT I' -&"
a' — #5 AT 1' -&"
WITH 2' -6" LEG
VERTICAL
AND 0' - 8" HOOK
(3) - #5 CONTINUOUS
LONGITUDINAL °
•r"
5T
,NEL ALIGNED
WALL STUD
t/� Z
WZ C4
. Z
WILKENS ENGINEERING, LLC
PO Box 6531
Avon, CO 81620
LYWOOD FLOOR
SHEATHING
NEW EXISTING
`RIM JOIST ---- -�
EXISTING PLYWOOD
FLOOR SHEATHING
2 X - RIPPED TOP PLATE
(TREATED) WITH 1/2 "4>
X 10" ANCHOR BOLT5
AT 2' -O"
e,
FOUNDATION WALL - RE: PLAN
FLOOR 15T
J0 .A
AND REINFORCEMENT
DETAILS I /53.1
NEW FLOOR JOISTS —/ \ — EXISTING FLOOR
-EXIST•N6 PLYWOOD - IRE: PLAN WITH J015T5 WITH 51MP50N
`ROOF SHEATHING SIMPSON ITT HANGER IUS FACE MOUNT HANGER
-EXISTING ROOF NEW FLUSH L.V.L. BEAM AT NEW FLOOR BEAM
JOISTS - RE: PLAN
1 TYPICAL FLOOR PRAMI AT EX WALL
- EXISTING GLULAM
`RIDGE BEAM
7_,/< (TYPICAL)
4'"
' 1 TYPICAL FLOOR FRA AT EX W
7 TYP ICAL FLOOR PRAMIN6 AT EXTERIOR WALL
TYPICAL SAVE DETAIL AT 2XL2`ROOF JOIST
TYPICAL SAVE DETAIL A 1 1 1/8" TJI`ROOF J0