HomeMy WebLinkAboutB14-0354 plans approved . � ' . .
SKAAL HUS UNIT 1
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VAI L, CO 81657
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GENERAL NOTES
1.- DO NOT SCALE DRAWINGS
2.- THE GENERAL CONTRACTOR FOR THIS PROJECT SHALL COORDINATE ALL WORK WITH SUB-CONTRACTORS. GENERAL CONTRACTOR SHALL ORDER ALL MATERIALS UNLESS OTHERWISE
NOTED. ALL SUB-CONTRACTORS SHALL VERIFY ALL DIMENSIONS&EXISTING CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIAL,NOTIFY OWNER
OR ARCHITECT OF
ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY.
3.- PLAN DIMENSIONS AT EXG WALL ARE TO FACE OF FINISH WALL,PLAN DIMENSIONS FOR NEW WALLS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS OTHERWISE NOTED.
4.- ALL NEW WALLS SHALL ALIGN WITH ADJACENT EXISTING SURFACES. ALL NEW WALLS WHICH REQUIRE PATCHING WILL HAVE THE NEW TEXTURE. PAINT ENTIRE WALL IF ANY PATCHING HAS
BEEN PERFORMED.
5.- ALL NEW WALLS SHALL BE 4"(NOM)WOOD STUDS @16"O.C.(MAX)UNLESS OTHERWISE INDICATED WITH ONE LAYER OF e'GYP. BD ON EACH SIDE.
6.- ALL NEW DOORS,UNLESS DIMENSIONED ON PLAN,SHALL BE CENTERED IN WALL WHERE POSSIBLE OR THE ROUGH OPENING SHALL BE PLACED A MINIMUM OF 6"AWAY FROM THE NEAREST
WALL.
7: PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS,LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,CABINEfRY,COUNTERTOPS,
SHELVES AND RETAIL FIXTURES.
8: ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR
9: THE G.C.SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE 2012 INTERNATIONAL BUILDING CODE&2012
INTERNATIONAL ENERGY CONSERVATION CODE. CODE COMPLIANCE IS MANDATORY, THE
CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING ALL LOCAL AND REGIONAL CODES.
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PROJECT INFORMATION
ADDRESS/LOCATION:
OCCUPANCY/ZONING:
BUILDING CONSTRUCTION TYPE:
EXG.BUILDING:
EXG.AREA PER STORY:
BEARING WALLS,INT.&EXT.:
FLOOR CONSTRUCTION:
ROOF CONSTRUCTION:
SCOPE OF WORK:
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141 W.MEADOW DR.
BLDG. SKAAL HUS UNIT 1
VAIL,CO
R-2(MULTI-FAMIIY RESIDENTIAL)
TYPE VA
3 SOTRIES(NO CHANGE)
+/-g,$p0 S.F.(NO CHANGE)
1 HOUR FIRE-RAITNG REQ'D
1 HOUR FIRE-RAITNG REQ'D
1 HOUR FIRE-RAITNG REQ'D
NEW FINISHES ON FLOOR 8 WALL$
NEW LOCATION OF MECHANICAL ROOM
NEW INTERIOR DOORS
NEW LIGHT 8.BATH FIXTURES
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Concrete Patio
LEVEL 1
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D DEMOLITION &CONSTRUCTION FLOOR
SCALE: 3/16" = 1'
LEVEL 2
LEVEL 4
Bedroom#1
Closet
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Bathroom
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Open wall for new window
� Cover With Quiet-rock Existing Block Wall
LEVEL 3
� Demolition of Existing Wall
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� �� Remove existing windows/patch with Stuccio to match
New Drywall Wall(Regular)
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PROJECTNO.
2014-09-02
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New location for wash &Dryer w/new
plumbing and electrical connections
Existing Demising wall-No work
New Wall
New location of Water Heater
New Wall/Adjust framing at bathroom to
eliminate notch in bathroom,move existing
doors to new locations
New Electrical Panel location
All new bath fixtures
Relocate electrical panel and Boiler to crawl
space connect new Mech. Eq.to existing
Flue
New Wall
New Fixed Window
Remove 6cg.Window, Patch Exterior with Stucco to match
A FIRST FLOOR
SCALE: 1/4"= 1'-0"
N OTE:
NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL.
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move existing drywall dropped ceiling in
/ throom, hallway and staurwell to create
more head clearance
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New Fixed Window
New Metal Stair
1 1 Risers @ 7-3/4"
11 Trades Q 11"
Existing Wall to be Removed
New Window Wall
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2014-09-02
REV Sepbmber0],2011
REV OcbEer 02.2014
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A SECOND FLOOR
SCALE: 1/4" = 1'-0"
NOTE:
NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL.
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PRO,IECT N0.
2014-09-02
Rev sacremeero�,zoi�
REV OeEOber02,201�
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Existing CMU Demising wall -no work
Relocate handrail to opposie wall.
New handrail to comly with 2012 IBC
Section 1012
Stairs remain as is
Cut down stair wall and replace with glass @36"
high
New Kitchen cabinets and fixtures.
Fixtures remain in place
A� THIRD FLOOR
SCALE: 1/4"= 1'-0"
NOTE:
NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL.
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Existing Wall to be Removed
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SPACE BETWEEN WALL k
HAN�RAIL SNALL NOT BE
LESS THAN 1-1�2�
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Edge of new deck
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New Metal Stair
1 1 Risers Q 8"
11 Trades Q 10"
HAN�ftAIL SHALL E%TEND —
FROM TOP NOSING TO BOTTOM
NOSING OF STAIR,U�IN.
A� HANDRAIL DETAIL
. SCALE: 3/4"= 1'-0"
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OR NEWEL POST AN�SHALL EXTEND TO
TOP STEP MINUMUM
GRIP SIZE OF HANDRAIL SHALL HAVE AN
OUTSIDE�IAMEiER OF AT LEAST 1-i/4"
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COMPLY W/IBC 2012,SECTION 10123
HEIGHT OF HANDRAIL MEASURED FROM
PLANE OF NOSING TO TOP OF RqIL
�IREC�Y ABOVE
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PRO,IECE N0.
2014-09-02
REV SBqemExO].ZOf1
REV Ocloper02,2011
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Existing CMU Demising wall -no work
Install new metal cable railing
between existing posts. Posts rail shall
be 36"above the floor and railing
shall be less than 4"o.c.horizontally
Posts to remain
Ships ladder down to level 2 to
remain
A FOURTH FLOOR
SCALE: 1/4" = 1'-0"
NOTE:
NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL.
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PROJECE N0.
2014-09-02
flEV Seplember0],201d
REV Oelo0er02.2011
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A WEST ELEVATION
SCALE: 1/4"= 1'-0"
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PRQIECT N0.
2��4-09—�2
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A WEST ELEVATION
SCALE: 1/4"= 1'-0"
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Existing Wall to be Removed
New Window Wall
L LENGTHWISE SECTION
SCALE: 1/4" = 1'-0"
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LI I G ROOM
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MASTER BEDROOM
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Not for sleeping porpuses
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ROOF
8167.44
THIRD FLO
8153.90
FIRST FLO�
8146.44
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PRQIECT NO.
2014-09-02
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LEVEL 1 - WATER HEATER LOCATION
WATER HEATER SPECS
D MECHANICAL FLOOR PLAN &SPCES
SCALE: 1/4"= 1'-0"
LEVEL 2 - BOILER LOCATION
BOILER SPECS
TRIANGLE TUBE
Prestige Solo It is a sealed unit
Condensing High Efficiency Gas Boiler
Satinless Steeel Fire Tube
Heat Exchanger
95% AFUE
Low Presure Drop
Has a door closer & sealer for a smoke barrier per IBC 716
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PI20JECT NO
2014-09-02
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D MOKE&CO DETECTOR-ALL FLOOR PLAN
SCALE: 1/8"= 1'-0"
O� SMOKE DETECTOR WILL BE LACATED INSIDE OF ALL BEDROOMS
�o CO (CO & SMOKE COMBINED DETECTOR) WILL BE LOCATED IN ALL
S� COMMON AREAS INSIDE OF THE UNIT
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GENERAL NOTES
1. L'IVE LOADS USED IN DESIGN:
A. ROOF
B. TYPICAL FLOOR
C. EXTERIOR DECK
D. WIND
3 SECOND GUST
FASTEST MILE
EXPOSURE
100 PSF
40 PSF
100 PSF
90 MPH
100 MPH
B
E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE.
F. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION.
2. TESTING, INSPECTIONS AND OBSERVATIONS:
A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION.
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE
CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED
INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL
INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL
BUILDING CODE.
B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS
SPECIFICALLY WAIVED BY THE BUILDIN6 OFFICIAL.
1. SOIL PREPARATION
a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND
IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH
THE APPROVED REPORT.
2. CONCRETE CONSTRUCTION
a. PERIODIC INSPECTION OF REINFORCING STEEL.
b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX.
c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO
FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR
CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
d. CONTINUOUS INSPECTION OF CONCRETE AND PLACEMENT FOR PROPER
APPLICATION TECHNIQUES.
e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.
3. STEEL CONSTRUCTION
a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION
EXCEPT THE FOLLOWING:
1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN
ACCORDANCE WITH SECTION 1704.3.
b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT
DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS,
WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE
VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE
MADE OF WORK IN PROGRE55; AND A VISUAL INSPECTION OF ALL WELDS
IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP
WELDING.
1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE.
2. WELDING OF STAIRS AND RAILING SYSTEMS.
c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND
MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED.
d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE
WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS
SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER
APPLICATION OF JOINT DETAILS AT EACH CONNECTION.
Monroe & Newell
Engineers,Inc.
P.O.Box 1577
70 Bcnchmark Road,Suitc 204
Avon.Colorado 8 L620
(970)949-7768
FAX(9"70)949-4054
EMAIL avon@monroe-newell.com
e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS
SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND
MANUFACTURER'S CERTIFIED MILL TEST REPORTS.
f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS
FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED
CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF
COMPLIANCE.
g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH
STRENGTH BOLTS.
1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL
DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND
PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH
STANDARDS ARE MET. FOR JOINTS REQUIRED TO BE TIGHTENED ONLY
TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY
VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER
AND PROPERLY SNUGGED.
3. FOUNDATIONS
A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. THE
CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE
FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL
SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED.
B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING
ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS
SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE.
C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR
PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL
SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM
D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE
ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL
REPORT FOR DESCRIPTION OF BEARING SOIL).
D. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER
TO SOILS REPORT FOR BACKFILL MATERIAL.
E. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED
OTHERWISE ON PLANS.
F
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CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED
FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE.
NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE.
FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS.
4. SLAB ON GRADE
A'. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT
ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE
CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION
REQUIREMENTS TO THE GEOTECHNICAL ENGINEER.
B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED
TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION
DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE
REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE
RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH
THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE.
SKAAL HUS -UNIT 1 RENOVATION
VAIL, EAGLE COUNTY, COLORADO
NO.#9638
�
CONTINUED ON SS
TITLE: GENERAL NOTES
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DATE:09-16-2014 REVISION 9/26/14 C�
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5. CONCRETE
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT,
STONE AGGREGATE AND SNALL SATISFY THE FOLLOWING REQUIREMENTS:
CONCRETE ITEM
FOOTINGS
FOUNDATION WALLS
INTERIOR SLABS ON GRADE
F'C MIX TYPE
2500 psi STD
2500 psi STD
3000 psi STD
MAX W/C RATIO % AIR REQ.
0.50 ---
B. CONTRACTOR SHALL SAWCUT OR TROWELCUT 70INT5 IN SLABS ON GRADE. ]OINTS
SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16"
WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH
70INT.
C. SLABS, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL
PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH
VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL
CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER.
D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE
WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE
STANDARD HOOKS FOR DOWELS UNLE55 NOTED OTHERWISE. ALL EXPOSED EDGES OF
CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER.
6. REINFORCEMENT
A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM
A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE
DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE
LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER.
C. REINFORCEMENT PROTECTION UNLE55 NOTED OTHERWISE:
1. CONCRETE POURED AGAINST EARTH 3"
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2"
3. COLUMNS AND BEAMS (TIE BARS) 1-1/2"
4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4"
D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION.
E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL
BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED
OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS.
F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS
IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY
AT EACH CORNER.
G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS
FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS.
7. STRUCTURAL STEEL
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS
WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST
EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION.
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL.
Monroe & Newell SKAAL HUS -UNIT 1 RENOVATION
Engineers,Inc. VAIL, EAGLE COUNTY, COLORADO
P.O.Box 1597 -
70 Benchmark Road,Suitc 204
Avon,Colorado S 1620
(970)949-7768
FAX(970)949-4054 NO.#9638
EMAIL avon�a monroe-newelLcom
B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED
OTHERWISE.
C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION."
D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS
PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC
"SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT)
TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE
NOT SHOWN, SELECT CONNECTION TO SUPPORT 60� THE TOTAL UNIFORM LOAD
CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM
AND SPAN.
E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY
STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1.
F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS
FILLET UNLE55 NOTED OTHERWISE.
G. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL
STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR
LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT
LATERAL SYSTEMS AND DECKS ARE IN PLACE.
8. NON-SHRINK GROUT
A. NON-SHRINK GROUT SHALL BE PROVIDED:
1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS.
2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS.
3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE.
9. WOOD
A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOU6LAS FIR, LARCH, GRADED BY
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL
BUILDING CODE AS FOLLOWS:
2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI
2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI
5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR
TO ALLOWABLE STRESS INCREASES.
B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND
NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER).
C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE.
D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS.
SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS
IS REQUIRED.
E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE
TABLE 2304-9.1 UNLESS NOTED OTHERWISE.
F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD.
1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL
BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
ASSOCIATION.
CONTINUED ON S6
TITLE: GENERAL NOTES
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DATE:09-16-2014 REVISION 9/26/14 C C
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SCALE:AS NOTED DRAWN BY:AVN
2.
3.
4.
5.
6.
7.
EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS 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 OF THE EXTERIOR TYPE.
FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED
WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG
INTERMEDIATE SUPPORTS.
FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED
WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG
INTERMEDIATE SUPPORTS.
EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR
OSB SHEATHING NAILED WITH Sd (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL
EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES
SHALL BE BLOCKED.
FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED.
INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS.
G. WOOD DECK
WOOD DECKING SHALL BE 2x T&G DOUGLAS-FIR LARCH (E=1,700,000 PSI, Fb=1450
PSI). PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT
PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE
SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24" ON
CENTER WITH ALTERNATE PLANK NAILING OFFSET 12". NAIL EACH PLANK TO EACH
SUPPORT WITH (2)-16d NAILS-1 STRAIGHT, 1 SLANTED. WOOD DECKING SHALL BE
GLUED IN THE GROOVE 70INT WITH 40� GLUE COVERAGE.
H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND
SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES
SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL
HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER
THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS
REQUIRED BY THE 70IST MANUFACTURER.
I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS
CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI.
BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR
5 1/4" WIDE MEMBERS.
10. NON-STRUCTURAL ELEMENTS
A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR
SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
OTHER STRUCTURAL MOVEMENTS.
B. 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 NOTED OTHERWISE.
11. GENERAL
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND
ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND
REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY.
Monroe & Newell
Engineers,Inc.
P.O.Box 1597
70 Benchmark Road,Suitc 204
Avon,Colorado 81620
(970)9d9-7768
FAX(970)949-40_54
EMAIL avon@monroe-newell.com
SKAAL HUS -UNIT 1 RENOVATION
VAIL, EAGLE COUNTY, COLORADO
NO.#9638
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS
AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON
ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR
SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF
HIS ITEMS.
D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL,
MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED
ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED
BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36.
E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEI AND WOOD EXPOSED TO EARTH.
F
Ce
�
WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE
ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS.
ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR
WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE.
ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD
CONDITIONS AND ARCHITECTURAL DRAWINGS.
I. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS
ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER.
F�`
TITLE: GENERAL NOTES
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DATE:09-16-2014 REVISION 9/26/14
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BEAR A MINIMUM OF
6" EAGH END ON
SOLIDLY GROUTED.
GMU)
Monroe & Newell
Engineers,Inc.
P.O.Box 15J7
70 Benchmark Road,Suitc 204
Avon.Colorado S 1620
(970)949-7768
FAX(970)949-4054
EMAIL avon@monroe-newelLcom
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NEW SIMPSON LU�B
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NEW SIMPSON LU28
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Engineers,lnc. VAIL, EAGLE COUNTY, COLORADO
P.O.Box 1597 -
70 Bcnchmark Road,Sui[c 204
Avon,Colorado 81620
(970)949-7768
FAX(970)949-4054 NO.#9638
EMAIL avon@monroe-newell.com
HSS 3X3X1/4 AT �'-O"
WITH I/4" X '7" X 7" STEEL
END PLATE EAGH END
WITH (�)-I/�" � LAG-BOLTS
5"
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EXISTING ROOF
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SUPPORT ANGLE WITH
(�)-3/4" m X 6"
EXPANSION ANGHORS
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TITLE: FRAMING DETAILS
DATE:09-16-2014 REVISION 9/26/l4
SCALE:AS NOTED I DRAWN BY:AVN
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NEW 3" STONE PA�/ERS
AND GROUT
NEW WAT�R PROOFING
AND PROTEGTION
BOARD RE: ARGH.
NEW 3/4" DEGiG
SHEATHING
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NEW L�/L DEG�
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EXPANSION ANGHORS
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Monroe & Newell SKAAL HUS -UNIT 1 RENOVATION
Engineers,Inc. VAIL, EAGLE COUNTY, COLORADO
P.O.Box 15)7 -
70 Bcnchmark Road,Suite 204
Avon,Colorado 81620
(970)949-7768
FAX(970)949-4054 NO.#9638
EMAIL avon@monroe-newell.com
NEW 3" STONE PA�/ERS
AND CUROUT
NEW WATERPROOFING -
AND PROTEGTION
BOARD RE: ARGH.
NEW DEGiG SHEATHING-
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--------------
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EXPANSION ANGHOR
4" EXTERIOR GONGRETE
SLAB-ON-GRADE WITH
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Monroe & Newell SKAAL HUS -UNIT 1 RENOVATION
Engineers,Inc. VAIL, EAGLE COUNTY, COLORADO
P.O.Box 15)7 '
70 Bc�chmark Road,Suite 204
Avon,Colorado 81620
(970)9a9-7768
FAX(970)949-4054 NO.#9638
EMAIL avon@monroe-newell.com
HSS 3X3 GOLUMN
RE: PLAN
I" NON-SHRINK GROUT
SLIP JOINT
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TITLE: FOUNDATION DETAILS
DATE:09-16-2014 REVISION 9/26/14 C '� rl
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NEW (4)-I/�" m
BOLTS
NEW STEEL SHI
AS REQUIRED
NEW HSS 3X3�
GOLUMN WITH
I/2" X8" X8"
STEEL TOP PL
AND (4)-I/2" m
BOL TS
Monroe & Newell
Engineers,Inc.
P.O.Box 1597
70 Benchmark Road,Sui[c 20�
Avon,Colorado 81620
�y�o)9ay-��bx
FAX(970)949-4054
EMAIL xvonQa monroe-newell.com
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SKAAL HUS -UNIT 1 RENOVATION
VAIL, EAGLE COUNTY, COLORADO
NO.#9638
WITH 3/8"
EAGH SIDE
2X6 EXTERIOR
STUD WALL WITH
SHEATHING
�X6 TREATED
PLATE WITH
I/�" m X 10"
ANGHOR BOLT
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EXTERIOR PAVERS
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INSULATION
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Job Name: Skqal Hus Unit 1 Customer: Marce[lo Reyes Engineer. Salesman:
Address: 141 Wesfi Meadows City: Vail State: CO Zip: � Phone: ,
lndoor Design Temperature: 70.0 F Outdoor Design Temperdture:-20.0 System Design Water Temperature: i 80.0 F
HEAT L055 C/�LCULP�TIDNS �
1st FEoor
k Master Bedro
F2oom Height(ft) 8.00
Room Length(ft} 21.Q0
Room Width(ft} 13.25�
Doors&Glass{sq ft} 135.00
Door&Glass Factor 0.350Q
Exposed Wall Length(ft) 32.00
Exposed Wall Factor 0.0700
Co[ci F'artition Length(ft)
Cold Partition Factor
Cei[ing Factor
' F}oor Factor 0.0400
Infiltration Factor 0.0120
fndoorTemperature(F) 70.00s
Heat Loss(BTU/HR) 8,421
B�SEBO�RD S�LECT[ON�
1st F[oor
Bathroom
8.00
7.33
'!1.00
91.00
0.3500
11.00
0.0700
Fine/Line 15{lin.ft.)
selecfed
FinelLine 30(lin.ft.}
selected
MuItilPak 80(iin.ft.)
selected
BaselLine 70{lin.ft.)
selecfed
BaselLine 200U(lin.ft.)
selecfed
-9- Copyrighi(C)2000-2004 S1aniJFin Co
�/���� J �
0.0400
0.0120
70.00
2,000
n
Floor Tota[s � Job Totals
1
100 Forest Drive
NY 11548
0
484-2600 www.slantfin.corn
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Job Name: Skaal Hus Unit 1 Customer: Marcello Reyes Engineer: Salesman:
Address: 141 West Meadows City: Vail State: CO Zip: Phone: _
Indoor Design Temperaiure: 70.0 F Outdoor Design Temperature: -20.0 System Design Water Temperature: 180.0 F
H�aT LOSS CaLCULATI0N5
2nd Floor �
Bedroom 1
Room Height(ft) $.00
Room Length(ft) 10.75
Room Width(ft) 11.46
Doors�G[ass(sq ft) 32.25
Door&Glass Factor Q.3500
Exposed Wall Length(ftj 22.00
Exposed Wall Factor Q.0700
Co1d Partition Length(ft)
Cotcf Partition Factor
Ceiiing Factor 0.0700
F1oor Factor 0.0400
Infittration Factor 0.0'180
I Indoor Temperature(F) 70.00
Neaf Loss{BTU/HR} 4,723
B/�S�BOARD SEL�CTIONS
2nd F[oor
Fine/Line 15(lin.ft_)
selecfed
Fine/l.ine 3Q{lin.ft.)
selecfed
MultilPak 80(lin.ft.)
selecfed
Base/Line 70(3in.ft.)
se/ecfed
; Base/Line 2000(Iin.fL)
, selec#ed
-2- Copyright(C} 200d-2004 SlanfJFin
Bath room
s.00
6.25
8.38
11.25
0.3500
6.25
0.0700
0.0700
0.0400
0.012Q
70.00
1,726
Bedroom 2
8.00
11.30
s.�3
21.00
0.3500
9.19
a.a7aa
0.0700
O.Q400
0.012�
70.OQ
2,905
Floor 7otals � Job Totals
100 Forest Drive
9,354
ree
35,831
7 6)
www.slantfin.com
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Job Name: Skaal Hus Unit 1 Customer: Marcello Reyes Engineer: Salesman:
Address: T41 WestMeadows City: Vail State: CO Zip: Phone: `
Indoor Design Temperature: 70.0 F Oufidoor Design Temperature: -20.0 System Design Water Temperaivre: 180.0 F
H�f�T L455 CALCUL�7ION5
3rd Floor
, Living; �loor Totals Job Totais
Room Height(ft) 8.00
Room Length(ft) 29.00
Room Width(ft} 13.25
Doors 8�Glass{sq 4k) 225.25
Door 8�Glass Factor 0.3500
Exposed Watl Length(ft) 55.50
Exposed Wall Factor 0.0700
Co1d Partition Length(ft)
Cold Partition Factor
Ceiling Factor 0.0500
Floor Factor 0.0400
Infittration Factor 0.0270
lndoor Temperature{F) 70.00
Heaf Loss(BTU/HR} 19,056
B�S�BDAI�D SELECTIONS
3rd Floor
Fine/Line 15(lin.ft.}
selected
FinelLine 30(lin.ft.)
selected
Multi/Pak 80(1in,ft,)
selected
SaselLine 70(lin,ft.)
selecfed
BaselLine 2000(lin.ft.}
se/ecfed
3- Copyright(C}2(
SIanUFin Corpo
19,056
n 100 Forest Drive
0
NY 11548 {S16) 484-2600 www.slantFin.com
�i-._ �
�II�� Skaal Haus Unit #1
���?Fi�t;;,i�,p r
4��K� ��� Demand Load Calculations
;'�`' fiy� �-f�s r'��
�v
�; � �:�_'��:� (Per NEC Article 220 Parts I-III)
_�'��� � �,
13 7 `� .� `
, �:
� ����
�eral �t�'��vr�ti.��z��
�����
Dwelling unit Square footage
General & Lighting (1st 3 KVA)
General & Lighting (Remainder)
:hen
Small Appliances
Refrigerator
Dishwasher
Oven/Range (Re:table220.19)
M icrowave
Disposal
ndrv &Spa Appliances
Clothes Washer
Clothes Dryer
Jacuzzi Tub
:hanical Equipment
Mechanical heating equipment
Electric heater
Add'I 25% Max Motor Load
uantit
1200
1000 SF X
200 SF X
2 EA X
1 EA X
1 EA X
1 EA X
1 EA X
1 EA X
1 EA X
1 EA X
1 EA X
1 EA X
1 EA X
1 LS X
Volt-Amps
3 X
3 X
1500 X
1000 X
1200 X
8000 X
1200 X
1000 X
1000 X
5000 X
1500 X
1500 X
1500 X
1500 X
For 208V, 1-Phase, 3 Wire Service 24210 (VA) /
100 amp single phase service
ional Calc per NEC 220.82
General Load Connected 29500
1 st 10 kVA of General Loads 1 LS X 10000 X
Remainder of General Loads 1 LS X 19500 X
Heating/AC Load 1 LS X 0 X
For 208V, 1-Phase, 3 Wire Service 17800 (VA) /
100 amp single phase service
Demand
100% _
35% _
35°/a =
75% _
75% _
80% _
75% _
75% _
75% _
100% _
75% _
100% _
100% _
25% _
TOTAL
208
100%
40%
100%
TOTAL
208 =
�
3000
210
1050
750
900
750
750
5000
1125
1500
1500
375
24210
116 AMPS
10000
7800
0
1
86 AMPS
�v � 2� — �`f
GG"
� � PANEL UNIT 1
PROJECT: 14060 ENGINEER: SOH
PROJECT#: SKAAL HAUS UNIT 1 VOLTAGE: 120/208V, 1 P, 3W
MOUNTING: RECESSED MAINS: 100 A MCB
TYPE: QO RESIDENTIAL AIC: 10K
PHASE PHASE
DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION
BALLET 900 15 1 1 2 1 15 1500 KITCHEN OUTLET
LIVING RM CLOSET 1200 20 1 3 4 1 15 1500 KITCHEN OUTLET
HEATER 1000 15 2 5 6 1 20 1200 LOW HALLBATH
1000 7 8 1 15 1200 BOILER AND PUMPS
SPACE 0 9 10 1 15 1200 BATHROOM MID
DRYER 2500 30 2 11 12 1 20 1200 BED & HALL
2500 13 14 1 20 1200 DISHWASHER DISP
HEAT TAPE AT PORCH 500 15 1 15 16 2 50 4000 RANGE
JETTED TUB 750 30 2 17 18 4000
GFI 750 19 20 0 SPACE
0 21 22 0
0 23 24 0
0 25 26 0
0 27 28 0
0 29 30 0
0 31 32 0
0 33 34 0 I
0 35 36 0
0 37 38 0
0 39 40 0
0 41 42 0
LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR
BRANCH CIRCUITS SUPPLYING ALL 120V POWER OUTLETS AS REQUIRED BY COI X�d�x�.��
CALCULATED POWER FACTOR: RELOCATE PANEL TO NEW LOCATION, REWORK EXISTING FEEDERS & CIRCUITS. „�."��'����''�T#�,
0.98 ADD NEW JETTED TUB `� � ��� t"' �
,.� �� �'�, P:;
CONNECTEDLOAD CONNECTED AMPS DEMANDLOAD DEMAND AMPS `' -�- �y4
*- . ,
APPLIANCES 0 0 0 0 � ��'
LIGHTING & RECEPT. 11400 55 5940 29 � � �
MECHANICAL 3700 18 4200 20 ��r'���r����r����`'�,;���
KITCHEN OVEN & DRYER 13000 63 13000 63 �'"��:$����'�'
TOTAL 28100 135 23140 See demand load calculation
9/26/2014