HomeMy WebLinkAboutB18-0272_State Plans_1535120971 (2).pdfFIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/14/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A0.00
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Cover Sheet
Drawing:
Cover Sheet
Scale:
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/14/18Date printed:
Sturm Residence
5044 Main Gore Drive S Vail,CO
Developer:
evoDOMUS LLC
3143 W 33rd Street, Cleveland, OH 44109
Contact person: Michelle Kolbe
phone: 216.772.2603
email: mk@evodomus.com
Owner:
Leisa K Sturm Revocable Trust
4552 Meadow Drive Unit 13, Vail, CO 81657
Phone: 312.543.6095
email: lsturm@computervoice.com
KEYS TO SYMBOLS
WALL SECTION CUT
DRAWING NUMBER
EARTH/SOIL
WALL SECTION
WALL SECTION CUT
DRAWING NUMBER
SCALE: 3/4" or 1-1/2" = 1'-0"
POROUS FILL
CONCRETE
CONCRETE BLOCK
BRICK VENEER
STONE VENEER
DIMENSIONAL LUMBER
WOOD BLOCKING
PLYWOOD
BATT INSULATION
RIGID INSULATION
GYPSUM BOARD/DRYWALL
CLOSED CELL SPRAY FOAM
LEVEL/ELEVATION/DATUM
DETAIL CUT
DRAWING NUMBER
DETAIL
DETAIL CUT
DRAWING NUMBER
SCALE: 1-1/2" or 3" = 1'-0"
BUILDING SECTION CUT
DRAWING NUMBER
BUILDING SECTION
BUILDING SECTION CUT
DRAWING NUMBER
SCALE: 1/4" = 1'-0"
BUILDING SECTION CUT
DRAWING NUMBER
INTERIOR ELEVATION
INTERIOR ELEVATION VIEW
DRAWING NUMBER
SCALE: 1/2" = 1'-0"
ELEV.
1
2
3
Project Description:
Two-family residence in District (R). Three-story
structure with attached, 3-car garage and
heated driveway, surface parking and sidewalk.
Legal Description:
Lot 2 Vail Meadows Filing No. 1
Surveyor:
Archibeque Land Consulting, Ltd
115 Broadway - PO Box 3893
Eagle, CO 81631
Contact person: Ted Archibeque
Phone: (970)328-6020
email: info@prolandsurvey.com
Civil Engineer:
Marcin Engineering
130 Ski Hill Road, Suite 235
PO Box 6008
Breckenridge, CO 80424
Contact Person: Tony Vazquez
Phone: (970)771-3459
email: tony@marcinengineering.com
Local Contractor:
SRE Building Associates
Vail, CO 81620
Contact Person: Steve Elicker
Phone: 970-845-6359
email: steve@srebuilds.com
Architect:
Robert W. Shearer
1361 Lakeland Ave, Lakewood, OH, 44107
Contact person: Robert W. Shearer
Phone: (216)401-3830
email: rwsheaerer@gmail.com
Code Information
Codes Referenced:
2012 IRC, 2015 IRC1
Design Loads:
Wind (302.4): 115 mph
Floor: 20DL+40LL
Exterior Deck Floor:
Snow (301.2.5): Ground: 100 psf
20DL+40LL
Soil Bearing Capacity (Geotech): 3000 psf
2012, 2015 IPC1
Min Fire Separation Distance (302.1): 5'-0"
Flood Hazard Area (per FEMA map 08037CO493D):
Seismic Design Category (301.2.2): B
2012, 2015 IMC1
2014 NEC, 2017 NEC2
2015 IECC
145 psf Roof:
Frost Depth: 48"
Energy Code Compliance Method ERI
Maximum Energy Rating Index 54
Energy Rating Index as Designed 49
Required Blower door test to meet ERI 3.00 ACH (50)
The HVAC System for this project is an engineered system. (Hydronic underfloor-no ductwork)
Code Notes
See Energy Code Inspection Checklist for items required for IECC compliance.
GENERAL NOTES
DOCUMENT OWNERSHIP:
ALL DRAWINGS AND SPECIFICATIONS PREPARED AS PART OF THIS COMMISSION ARE THE PROPERTY OF
evoDOMUS LLC AND WILL NOT BE TRANSFERRED OR USED ON ANY OTHER PROJECT WITHOUT WRITTEN
AGREEMENT.
GENERAL REQUIREMENTS:
WORK PREPARED SHALL COMPLY WITH THE FOLLOWING:
(1) PACKAGE CONTAINING BOTH SPECIFICATIONS AND DRAWINGS. (2) APPLICABLE STATE AND LOCAL BUILIDING
CODES AND THE RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES AND UTILITY COMPANIES HAVING
JURISDICTION OVER THE WORK.
INTENT OF THE CONTRACT DOCUMENTS
THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE FOR THE CONSTRUCTION AND COMPLETION OF
THE WORK DESCRIBED OR AS MAY BE AMENDED. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,
EQUIPMENT, TOOLS, TRANSPORTATION, AND SUPPLIES REQUIRED TO COMPLETE THE WORK ACCORDING TO
PLANS, SPECIFICATIONS, AND TERMS OF THE CONTRACT DOCUMENTS. THE APPARENT SILENCE OR OMMISION
OF THE CONTRACT DOCUMENTS AS TO ANY DETAIL SHALL BE REGARDED AS MEANING ONLY THE BEST
GENERAL PRACTICE IS TO PREVAIL AND ONLY FIRST QUALITY MATERIALS AND WORK ARE TO BE USED.
DRAWINGS AND SPECIFICATIONS ARE CONSIDERED OF EQUAL IMPORTANCE. ANY CLARIFICATION REQUIRED
BETWEEN THE TWO SHOULD BE ADDRESSED VIA A REQUEST FOR INFORMATION (RFI.)
WORKMANSHIP:
ALL WORKMANSHIP SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES, AND ACCEPTABLE
BUILDING STANDARDS. THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES.
CONSTRUCTION DEBRIS:
THE LOCAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EXCESS DIRT AND DEBRIS FROM THE
EXCAVATION, DEMOLITION, AND CONSTRUCTION AS REQUIRED; INCLUDING ANY DEBRIS FROM
MANUFACTURER.
ON-SITE VERIFICATION:
THE LOCAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PIOR TO COMMENCING THE
WORK. IF A REQUIRED DIMENSION IS NOT SHOWN, CONTACT evoDOMUS FOR MORE INFORMATION.
MISCELLANEOUS NOTES:
THE BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, SHEAR
WALLS, "X" BRACING, AND EXTERIOR LOAD BEARING MASONRY WALLS ARE COMPLETE AND
HAVE ACHIEVED DESIGN STRENGTH. CONTRACTOR IS SOLELY RESPONSIBLE TO MAINTAIN
STRUCTURAL STABILITY DURING ERECTION AND CONSTRUCTION. TEMPORARY BRACING
SYSTEMS ARE NOT TO BE REMOVED UNTIL STRUCTURAL WORK IS COMPLETE. ALL ANGLED
WALLS ON THE FLOOR PLANS ARE AT 45 DEGREE ANGLE; UNLESS
NOTED OTHERWISE.
FINISHED SQUARE FOOTAGES ARE MEASURED TO THE OUTSIDE OF WALLS. THEY INCLUDE
INTERIOR FIREPLACES AND EVERY LOCATION IN WHICH THE FLOOR JOISTS PROJECT FROM
THE FOUNDATION.
NOT INCLUDED IN SQUARE FOOTAGES: 2-STORY ENTRIES, GARAGES, DECKS, PATIOS,
PORCHES, UNFINISHED STORAGE AREAS, BASEMENTS, OR ANY OTHER UNFINISHED AREAS.
ENERGY EFFICIENCY STANDARD:
THIS HOME IS DESIGNED TO MEET, AT MINIMUM, STANDARDS FOR AN ENERGY STAR HOME
AS PUT FORTH BY THE US EPA. CONTRACTOR SHALL FOLLOW ALL GUIDELINES AND
CHECKLISTS AS REQUIRED TO MEET THIS STANDARD.
COORDINATION OF THE WORK:
THE LOCAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE WORK AND THE METHODS OF
CONSTRUCTION.
INTERPRETATION OF CONTRACT DOCUMENTS:
SHOULD DISCREPANCIES OR AMBIGUITIES IN, OR OMISSIONS FROM, THE DRAWINGS OR SPECIFICATIONS BE FOUND,
OR INQUIRIES RELATIVE TO THE MEANING OR INTENT OF THE CONTRACT DOCUMENTS ARISE, THEY SHALL BE
SUBMITTED TO evoDOMUS LLC AND WILL BE ANSWERED BY ADDENDA. SUCH INSTRUCTIONS AND OTHER ADDENDA
ISSUED PRIOR TO THE DATE OF THE SIGNING OF THE AGREEMENT WILL BE CONSIDERED AS PART OF THE CONTRACT
DOCUMENTS AND BE BINDING TO THE CONTRACTOR.
MANUFACTURER'S PRODUCTS AND FABRICATIONS:
ALL MANUFACTURER'S AND FABRICATOR'S PRINTED WARNINGS FOR HANDLING OF HIS PRODUCTS MUST BE STRICTLY
OBSERVED. ALSO AS PER LOCAL CODES AND REQUIREMENTS. ALL PRODUCTS AND MATERIALS MUST
BE PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. IN
THE EVENT OF CONFLICT BETWEEN THE DRAWINGS OR THE SPECIFICATIONS AND THE MANUFACTURER'S
RECOMMENDATIONS, NOTIFY evoDOMUS LLC AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
GUARANTEE:
THE LOCAL CONTRACTOR SHALL GUARANTEE THAT ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE FREE
FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING COMPLETION OF ALL
WORK AND THAT ALL DEFECTS ARISING WITHIN THIS PERIOD OF TIME SHALL BE CORRECTED, REPAIRED, OR
REPLACED WITHIN 30 DAYS OF NOTIFICATION OF SUCH DEFECTS BY OWNER OR evoDOMUS LLC.
LIABILITY INSURANCE:
THE LOCAL CONTRACTOR SHALL PROCURE AND MAINTAIN, AT ITS SOLE EXPENSE, INSURANCE (NAMING evoDOMUS,
evoDOMUS AFFILIATES AND, IF REQUIRED, OWNER AND OWNER'S LENDERS, AS ADDITIONAL INSURED) IN SUCH
AMOUNTS AND FOR SUCH COVERAGES AS FOLLOWS: (a) COMMERCIAL GENERAL LIABILITY COVERAGE OF $2,000,000
EACH OCCURRENCE (INCLUDING PRODUCTS/COMPLETED OPERATIONS AND PERSONAL AND ADVERTISING INJURY
COVERAGES IN THE FOREGOING AMOUNTS), WORKER'S COMPENSATION COVERAGE AS REQUIRED BY STATE LAW (BUT
NOT LESS THAN $1,000,000), AND AUTOMOBILE/HIRED AND NON-OWNED LIABILITY WITH A $1,000,000 COMBINED
SINGLE LIMIT, OR (b) AS REQUIRED BY THE CONTRACT DOCUMENTS, OR (c) AS REQUIRED BY evoDOMUS'S INSURER,
WHICHEVER (a), (b), OR (c) IS HIGHER (AS TO AMOUNT) AND BROADER (AS TO COVERAGE TYPES).
Required Special Inspections
ITEM Periodic
CONCRETE
No. Continuous
1
REINFORCING STEEL PLACEMENT X
XONSITE CONCRETE TESTING
XCONCRETE APPLICATION TECHNIQUES
CONCRETE CURING TEMP. AND TECHNIQUES X
WOOD CONSTRUCTION2
FASTENERS AND CONNECTORS X
FRAMING DETAILS X
SOILS3
SITE PREPARATION X
XCOMPACTED FILL MATERIALS
SOIL LOAD BEARING REQUIREMENTS X
ENERGY EFFICIENCY 4
AIR SEALING X
INSULATION INSTALLATION X
BLOWER DOOR - PRELIMINARY X
BLOWER DOOR - FINAL X
DUCT TESTING - PRELIMINARY n/a
DUCT TESTING - FINAL n/a
HVAC EQUIPMENT AIR BALANCING n/a
1 The State of Colorado enforces the 2012 IRC, IPC, and IMC, while the Town of Vail enforces the 2015
versions, therefore both codes apply. If conflicts occur, the more stringent regulation shall apply.
2The State of Colorado enforces the 2017 NEC, while the Town of Vail enforces the 2014 NEC,
therefore both codes apply. Where conflicts occur, the more stringent regulationshall apply.
Sprinklers and Monitored Fire Alarm System installed per NFPA
72 & VFES Fire alarm installation standards.
Zone X
Design Information:
Occupancy:
Use Group:
Construction Type
Total SF:
Stories:
R3
Duplex
VB
4343
2
STM SHEET INDEX
Subset Name
GENERAL
Civil
Landscaping Plans
Architectural Plans
Architectural Elevations
Architectural Building Sections
Wall Sections
Interiors
Architectural Wall Sections and Details
Exterior Details
Interior Details
Architectural Schedules & Details
Structural
HVAC Plans
Snow Melt System
Mechanical Specifications
HVAC Schedules
Plumbing Plans
Plumbing Schedules
Electrical Plans
Fire Alarm Plans
Electrical Schedules
Modular Company Shop Drawings
ID
A0.00
A0.01
A0.02
C-1
C-2
C-3
C-4
L.1
A1.01
A1.02
A1.03
A1.04
A1.15
A1.16
A1.17
A2.01
A2.02
A3.01
A3.02
A3.03
A3.04
A3.05
A3.06
A4.01
A4.02
A4.03
A4.04
A4.10
A4.11
A4.12
A4.13
A4.14
A4.15
A4.16
A4.17
A4.18
A4.19
A4.20
A4.90
A5.01
A5.02
A5.03
A5.04
A5.05
A5.06
A5.07
A5.08
A5.09
A5.10
A5.50
A5.51
A5.52
A5.53
A6.01
A6.02
A6.03
A6.04
S.01
S.02
S.03
S.04
M1.1
M1.2
M1.3
M2.0
M3.0
M6.01
P1.01
P1.02
P1.03
P1.04
P1.05
P1.06
P1.07
P1.08
P1.10
P6.01
E1.01
E1.02
E1.03
E1.04
E1.05
E1.06
E2.01
E6.1
E6.2
MC.01
MC.02
MC.03
MC.04
MC.05
MC.06
MC.07
MC.08
MC.09
MC.10
MC.11
MC.12
MC.13
MC.14
MC.15
MC.16
Name
Cover Sheet
Site Plan w/ Crane Logistics
Site Plan
Grading Plan
Drainage Plan
Survey-1 of 2
Survey-2 of 2
Landscape Plan
BSMT/Garden Level
First Floor
Second Floor
Roof Plan
Reflected Ceiling Plan, Basement
Reflected Ceiling Plan, First Floor
Reflected Ceiling Plan, Second Floor
Elevations East & West
Elevations North & South
Section 1
Section 2
Section 3
Section 4
Section 5
Section 6
Wall Section A
Wall Section B
Wall Section C
Retaining Wall Sections
201 Entry & 204 Dining Interiors
202 Living Room Interior
203 Kitchen & 204 Pantry Interiors
208 WC & 313 Laundry
210 Master
211 Master Bath Interior
212/312/308 Closet Built-ins
306 & 309 Bathrooms
119 Media Room
114 / 112 / 117 Bathrooms & Mudroom
APT 105 Living
Fire Rated Assemblies
Foundation, Structural, and Stair Details
Entrance Stair Cross Section
Exterior Details
Exterior Details
Exterior Details
Exterior Details
Exterior Details
Exterior Details
Exterior Details
Exterior Details
Interior Details
Stair Plans and Sections
Enlarged Stair Details
Interior Details
Window Schedule
Door Schedule
Finish Schedule
Appliance Schedule
Footing plan
Retaining Wall Footing plans
BSMT/Garden Level Framing
First Floor Framing at Decks
HVAC BSMT
HVAC First Floor
HVAC Second Floor
Snow Melt
Specifications
HVAC Schedules
Basement Drain/ Waste Plan
First Floor Drain/Waste Plan
Second Floor Drain/Waste Plan
DWV Isometric
Schematic Isometric
Basement Plumbing Supply Plan
First Level Plumbing Supply Plan
Second Floor Plumbing Supply Plan
Plumbing Sections
Plumbing Schedule
BSMT Lighting and Switching Plan
BSMT Power Plan
First Floor Lighting and Switching Plan
First Floor Power Plan
Second Floor Lighting and Switching Plan
Second Floor Power Plan
Fire Alarm Plans
Electrical Schedule
Electrical Panel Schedule & Riser Diagram
Foundation Loading Plan
Steel Beam Loading Plan
Foundation Structural Plan
Foundation Hold Downs
Braced Wall Layout 1st Floor
Shear Wall Connections 1st Floor
Braced Wall Layout - 2nd Floor
Roof Structural Plan
Shear Wall Connection - 2nd Floor
First Story Structural Plan
Second Dtory Structural Plan
Roof Structural Plan
Section A-A With Details
Flitch Beam Details
Balcony Wall Connections
Balcony Wall Details
Issue ID
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
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5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
Issued Date
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Project Location
5044 Main Gore Drive S
SPRINKLER NOTES:
1. DESIGN PARAMETERS ARE PER NFPA 13 D, 2013.
2. SPRINKLER HEADS ARE CALCULATED FOR A 14'X14' MAXIMUM
SPACING.
3. ALL SPRINKLER PIPE IS COPPER.
4. ENTIRE SPRINKLER SYSTEM IS WATER - IT IS THE OWNER AND
CONTRACTOR'S RESPONSIBILITY TO PROVIDE INSULATION AND
MAINTAIN A CONDITIONED SPACE IN ANY COLD SPACES THE PIPE
IS RUNNING.
5. SPRINKLER CONTRACTOR SHALL NOT BE RESPONSIBLE FOR
ANY SOFFITING REQUIRED TO RUN PIPES.
6. SPRINKLER CONTRACTOR SHALL NOT BE RESPONSIBLE FOR
DRILLING HOLES THROUGH STEEL BEAMS.
7. SPRINKLER CONTRACTOR SHALL NOT BE RESPONSIBLE FOR
DRILLING HOLES THROUGH FINISHED CEILING BEAMS.
8. ALL CEILINGS ARE 5/8" DRYWALL - GC SHALL NOTIFY FITTER
OF ANY VARIATIONS.
9. PROJECT HAS 8 MODULAR PODS AND THREE SLOPING ROOF
AREAS TO BE BUIT OFF SITE.
10. GRUNAU COMPANY TO DO FACTORY INSTALLATION PER
APPROVED SPRINKLER PLANS.
11. VAIL FIRE TO INSPECT FACTORY WORK UPON ARRIVAL AT JOB
SITE. ANY DRYWALL COVERING PIPE OR HANGERS MAY NEED TO
BE REMOVED. ANY PIPE OR HEADS NOT INSTALLED PER PLAN
SHALL BE REPLACED/REPAIRED, INCLUDING PIPES NOT
HOLDING PRESSURE.
12. A PRESSURE GAUGE TO BE INSTALLED AT ONE HEAD
LOCATION PER POD.
13. EACH POD TO BE AIR TESTED TO 100 PSI FOR 24 HOURS AT
FACTORY.
14. PRESSURE IN EACH POD TO BE LEFT AT 20 PSI FOR SHIPPING
TO SITE.
15. SITE WORK INCLUDES REPLACING GAUGES WITH HEADS
AND HYDRO TESTING.
Areas:
Basement = 2,684 sf
First Floor = 2,305 sf
Second Floor = 2,375
Total = 7,364 sf
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A0.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Site Plan
Drawing:
Site Plan
Scale:
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
0 5' 10' 20'
N
2
A4.04
1A4.0423'-3/4"2
0
' 2'
-
5
1/
4"32'-8"2A4.043A
4
.
0
4
HEATED TERRACE PAVERS ON
CONCRETE
HEATED STONE STAIRS ON CONCRETE
DRIVE WITHIN ROW IS NOT HEATED
DRIVE WITHIN ROW IS NOT HEATED
HEATED, EXPOSED
AGGREGATE CONCRETE
DRIVEWAY WITH 4' UNHEATED
CONC. PAN AT ROAD
GUEST PARKING HEATED,
EXPOSED AGGREGATE CONCRETE
WITH 4' UNHEATED CONC. PAN AT
ROAD
HEATED, EXPOSED AGGREGATE
CONCRETE SIDEWALK
8590
8588
8586
8592
8594
8596
8592
8594
ROOF DECK
ROOF DECK
85918590
8588
968590
5
0
4
4
Mai
n
G
o
r
e
D
r
i
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e
S
200 SF SNOW STORAGE
20
'
S
E
T
B
A
C
K
LI
N
E
15' SETBAC K LINE15' SETB AC K LINE15'
SETB
A
C
K LI
N
E
EXISTING STRUCTURE
DOWNSPOUTSEE CIVIL PLANS FOR LIMITS OF
DISTURBANCE, DRAINAGE
INFORMATION, AND MORE DETAILED
SITE PLAN INFORMATION.
SNOW
STORAGE
8592859385948595
8596
8
5
9
2
8592Ri m: 8590.9
ROOF DECK
4'4'8'32'-8"30'-3/4" (8622.31)
30'-11 3/4"
32'-6 3/4"FOUNDATION LINE BELOWBUILDING LINE BELOW1":12"1":12"1 1 /2":1 2"
1 1 /2":1 2"1 1/2":12"1/4":12"1/4":12" 1/4":12" 1/4":12" 1/4":12"1/4":12" 1 /4":1 2"METALUP 3RGross Residential Floor Area
Lot Size 22,408 sft
Allowable Buildable Area
0.46 x 10,000 = 4,600.0 sf
0.38 x 5000 = 1900.0 sf
0.13 x 7408 = 963.0 sf
Total buildable area 7463.0 sf
Proposed Buildable Area
First Floor Main 2649.5 sf
Below Grade Deduction -801.0 sf
deduct garage -993.9 sf
854.6 sf
Second Floor Main 2,305.3 sf
Third Floor Main 2,374.7 sf
Total Main 5,534.6 sf
Total
First Floor Secondary 1,036 sf
Total proposed area 6,570.6 sft
3 CAR GARAGE FOR ALL WORK IN RIGHT OF WAY:
OBTAIN RECOVERABLE ROW PERMIT.
CONTACT LEONARD SANDOVAL AT
THE TOWN OF VAIL PUBLIC WORKS
DEPARTMENT: 970-479-2198
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 05 Basement Layout Change 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A1.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
BSMT/Garden Level
Drawing:
BSMT/Garden Level
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions:6/11/18Date printed:
122.1 (DR)(t)
113.17'3'106.17'2'-8"106.2110.17'
2'-8"
111.17' 2'-8"115.16'-8"
3'116.27'
2'
106.2 (TT/FX)(E)120.1 (TTd)120.2 (TT/FX/TT)
116.1 (FX/TT)
111.1 (FX/TT)(E) 107.26'-5"
2'-5 1/2"107.17'
2'-6"
104.1 (DR)(t) 105.1 (TT/FX)105.2 (TT/FX) 106.1 (TT)(t)122.27'-6"
9'122.3 7'-6"
9'122.4 7'-6"
9'
111.2105.17'
3'112.17'
2'-6"
114.17'3'101.1
7'2'-8"119.17'
2'-8"
117.17'2'-4"123.16'-8"3'120.17'2'-8"NDWF
0 2' 4' 8'
112.26'-5"2'-5 1/2"3
A5.50
83'-53/8"
43'-23/4" 40'-25/8"
83'-43/4"11'-93/8"43/4"7'-33/4"63/4"17'-113/8"1'-57/8"10'-31/2"8'-67/8" 14'-41/2" 6'-3" 7'-75/8"
18'-73/8" 4'-10" 28'-33/4"
101/4"
6'-1"
63/4"
11'-6"
43/4"
12'-27/8"
7'-53/8" 4'-91/2"5'-47/8" 6'-11/8"
61/8"15'-03/4" 7'-33/4"
5'-2"
43/4"
5'-111/4" 43/4" 81/2"4'-43/8"
63/4"
5'-83/8"
1'-07/8"
2'-01/2" 11'-93/4" 16'-91/8"107/8"10'-101/2"43/4"2'-0"43/4"3'-0"43/4"2'-1"2'-21/8" 1'-6" 4'-3" 1'-6" 4'-3" 1'-6"
1'-71/2" 3'-6 1/2"43/4" 8'-01/8"3'-43/4"63/4"
3'-35/8"43/4"
2'-0"
107/8"
3/4" 2'-91/2"
3'-111/2"
4'-61/4"
15'-21/8"10'-8" 63/4"15'-53/4"11/2"4'-01/2" 4'-11/2"6'-11" 3'-9"2'-105/8" 43/4"
2'-0" 7'-111/2" 63/4"2'-63/4"3'-23/8" 2'-1"
0.00'(8,592.08')
-0'-4.5" (8591.71')
-1'-3" (8590.83')
03
A3.01
03
A3.01
01
A3.01
04
A3.04
1
A5.10
1
A5.10
59
#LayID
59
#LayID
A
A4.01
BA4.01CA4.015
A5.09
5
A5.09
1
2
3
4 A4.18
1
2
3
4 A4.18
6
7
8
9 A4.19
5
6 A4.20
2A4.18
POURED IN PLACE REINFORCED
CONCRETE STAIR AND
RETAINING WALLS. SEE
SPECIFICATIONS AND FINISH
SCHEDULES.
VERIFY METER CABINET & LOCATION
WITH UTILITIES.
SUPPLY AND INSTALL FRAMING
STRAPS PER SWA BUILDER
GUIDELINE BOOKLET FOR
MODULAR CONSTRUCTION.
SUPPLY AND INSTALL CLOSED TREAD
STAIR WITH STONE CLADDING. SEE
SECTIONS AND SPECIFICATIONS.
FRONT WALL FRAMED BY LC
SEE FRAMING PLAN
INTERNAL DRAIN
FROM ROOF
BOILER BOILER
UH 1
wall step
LINE OF SEPARATION
BETWEEN UNITS (1/2 HR
FIRE RATED PER IRC
302.3.1) CEILING ABOVE
APARTMENT IS REQUIRED
TO BE 30 MIN RATED,
DESIGNATED AS 1 HR
RATED.
SOUND INSULATION PER
SPECIFICATIONS IN
LOCATIONS INDICATED
(2) O2 Gen
STACKED
O2 Gen
INTERNAL DRAIN
FROM ROOF
STEEL LALLY COLUMNS ON
CONCRETE PAD
FOUNDATIONS OR FOOTERS.
POURED IN PLACE REINFORCED
CONCRETE RETAINING CURBS. SEE
SPECIFICATIONS AND FINISH
SCHEDULES.
BOILER ROD & SHELFROD &
SHELFBUILT-IN CABINETRYWITH DOORSBUILT-IN CABINETRYWITH BENCH & SHELVESBUILT-IN
SHELVES
KITCHEN
LINE OF BUILDING ABOVE
LINE OF BUILDING ABOVE
HEATED DRIVEWAY
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
HEATED SIDEWALK
ENTRY
SECONDARY
UNIT
ENTRY
MAIN HOUSE
ELEVATOR
TANK
& CONTROL
SOFFIT
SLOPE;
1/4"/FT.
ROOF
DRAINAGE
SOFFITSOFFITPEX MANIFOLDSROUGH OPENPROPOSED METERLOCATIONSLOW CABINETRY FOR AV & STORAGEROD &SHELFIN-GROUND
HOT TUB
HEATED PATIO
LUNOS
e2
FLAT
GARAGE
122
CONC-1
Install:LC
A: 783 sq ft
MECH RM
102
CONC-2
Install:LC
A: 88 sq ft
BEDROOM 2
111
CPT-1
Install:LC
A: 140 sq ft
FOYER
101
S-1
Install:LC
A: 179 sq ft
STORAGE
103
S-1
Install:LC
A: 66 sq ft
FOYER
104
S-1
Install:LC
A: 60 sq ft
HALL
108
EWP-1
Install:LC
A: 59 sq ft
LAUNDRY
110
S-1
Install:LC
A: 10 sq ft
BATH
114
S-1
Install:LC
A: 55 sq ft
HALL
115
S-1
Install:LC
A: 62 sq ft
MEDIA ROOM
119
CPT-1
Install:LC
A: 234 sq ft
SAUNA
121
CONC-1
Install:LC
A: 42 sq ft
MECH RM
113
CONC-2
Install:LC
A: 32 sq ft
ELEVATOR
100
S-1
Install:LC
A: 17 sq ft
OFFICE
116
CPT-1
Install:LC
A: 150 sq ft
PATIO
PAVERS
A: 260 sq ft
BEDROOM 1
106
CPT-1
Install:LC
A: 165 sq ftGYM
120
RF-1
Install:LC
A: 227 sq ft
LIVING
105
EWP
Install:LC
A: 320 sq ft
MUD ROOM
117
S-1
Install:LC
A: 53 sq ft
STORAGE
123
CONC-1
Install:LC
A: 167 sq ft 1A5.0102
A3.02
02
A3.02
05
A3.05
05
A3.05
6
A3.06
6
A3.06
INTERNAL DRAIN
FROM ROOF 102.17'
3'
116.1 7'2'-8"38'-0" 6'-83/4"44'-83/4"63/4"
22'-41/2"43/4" 2'-57/8" 15'-51/2"22'-111/4" 63/4"
5'-33/8" 63/4"
13'-105/8" 9'-21/2" 43/4"
30'-73/8"
8'-31/4" 9'-3"71/2"9'-33/8" 9'-51/4" 1'-83/4" 9'-51/4" 1'-83/4" 9'-51/4" 2'-23/8"1'-01/4"44'-103/4"2'-05/8"31/2"3'-05/8"43/4"2'-1"4'-3" 43/4"6'-23/8"43/4"1'-4" 4'-61/4"101/4"10'-8" 6 3/4"15'-53/4" 63/4"4'-0" 63/4"11'-1"5'-83/8" 43/4" 3'-0"63/4"9'-11/8"43/4"4'-3"1
A4.20
SUPPLY AND INSTALL STEEL
BEAMS, PER STRUCTURAL.
SEE SPECIFICATIONS FOR
GARAGE DOORS AND OPENERS.
PROVIDE AND INSTALL BUILT IN
CABINETRY, BATHROOM VANITIES,
TYP FOR ALL EXCEPT KITCHEN 203,
PANTRY 205 & LAUNDRY 313
LOCATE TOILET AND
WALL SUCH THAT
ROUGH PIPING DOES
NOT CONFLICT WITH
CONCRETE PAD.
KEEP AS TIGHT AS
POSSIBLE.
DHW DHW
DHW
UP 16R
UP 7R
DN 4R
UP 3R
NICHE
NICHE
HOSE
BIB
HOSE
BIB
HOSE
BIB
HOSE
BIB
SCUPPER
ABOVEUP 2RFLOOR DRAIN
STAIR INFO
TREADS : 11-1/4"
RISERS : 7-1/4"
BATH
112
S-1
Install:LC
A: 54 sq ft
Gross External First Floor (ZONING)
A: 2,426 sq ft
Gross External Secondary Unit (ZONING)
A: 1,034 sq ft
BATH
107
S-1
Install:LC
A: 39 sq ft
A
A
C
C
D
D
E
E
6 6
1
5
3
B
B
2 2
4
5.05
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5
03
04
HVAC Strategy Change
Balcony Change
6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A1.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
First Floor
Drawing:
First Floor
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: 203.2(TT/FX/TT) 205.1 (FX/TT)
201.1 (DR/FX)(t)
206.1 (FX) 208.1 (FX)
211.2 (TT FX)(t) 210.17'
3'
211.1
7'3'203.1 (LS)(t)211.26'-11 1/2"2'-11"211A.1 6'-5"2'-11"208.17'2'-8"207.1 7'
2'-6"207.17'
3'-4"
209.1 (TT/FX/FX)(t)
0 2' 4' 8'NDW DWF 209.2 (TT)(t)202.2b (FX)(t) 202.2a (TT/FX)(t)202.3a (FX)(t) 202.3b (TT/FX)(t)
eD
35.09.03 (TYP)
eD
20.03.01, 20.03.02 (TYP)
1
A5.50
1
A5.51
#DrgID
#LayID
4
A5.04
2
A5.04
1
A5.53
A4.13
03
A3.01
01
A3.01
04
A3.04
1
A5.10
1
A5.10
59
#LayID
59
#LayID
A
A4.01
BA4.01CA4.015
A5.09
5
A5.09
204.1 (LS)(t)
13'-113/8"13'-113/8" 15'-101/4" 15'-23/4"2'-8" 5'-2" 27'-67/8" 5'-31/8" 9'-23/4"40'-8"7'-10" 13'-113/8" 13'-113/8" 15'-101/4" 15'-23/4"
58'-113/4" 9'-43/4"
2'-0"
8'-101/2"
63/4"
6'-5" 6'-71/8"
63/4"
8'-07/8"
3'-81/8" 4'-43/4"4'-91/2"7'-73/8"3'-43/4"
6'-11" 7'-03/8"
63/8"
11'-113/4"
1'-53/8"
6'-25/8" 5'-91/8" 5'-61/8"43/4"6'-41/8"1'-13/4"41/8" 8'-5"63/4"8'-83/8" 8'-11/2" 1'-11/2"3'-0" 3'-0" 2'-6"48'-03/4"23'-71/8"81/2"23'-91/8"18'-71/8" 5'-0" 11'-51/2" 5'-41/4" 6'-113/8"5'-37/8" 6'-15/8"1'-11/4"
1'-43/4"
2'-21/2" 3'-43/8" 2"
2"
8'-4"
2"
12'-55/8" 61/8"6'-45/8"61/8"2'-111/2"43/4" 4'-11/2" 4'-3" 7'-111/8"5/8"18'-71/2" 3'-11" 4'-03/4" 6'-01/4" 41/8" 1'-2" 61/8"4'-91/4"
1'-11"
EQ EQ
3'-33/4" 10 1/4"2'-2 3/4"3'-11/2" EQ EQ8'-33/8"3'-11/2" 3'-41/2"
4'-61/4" 1'-113/4"
5'-67/8" 7'-31/2"
2'-11/4" 10'-1" 2'-6" 12'-01/2"1'-11/4"
2'-3"
1'-41/4" 9"6'-111/4" 2'-0"3'-55/8" 3'-55/8"4'-61/2"81/2"2'-0" 8'-51/4"3'-91/4"
12'-21/2"1'-101/4"8'-5"63/4"8'-03/8"3/4" 2'-91/2"
3'-111/2"W x
7'-5 3/4" H RO (From subfloor)
1'-53/4" 2'-13/4"7'-93/4"5'-2"8'-8"
5'-111/4" 3'-117/8" 4'-81/2" 5'-101/4" 2'-31/4"1'-4" 2'-4"4'-91/8" 26'-37/8"18'-71/8" 11'-03/8" 18'-51/4"6'-101/2" 7'-71/8" 4'-01/4" 18'-41/4"8'-11 1/2"1A5.014
3
2 A4.12
5
6A4.12
1
2
3
4 A4.15
1
2
3
4 A4.14
7
8
9
10 A4.15
2
1
3
4 A4.10
1
2
3
4 A4.11
7
6
5
8 A4.10
4
1
2
3 A4.16
1
2
3
4 A4.14
WINE COOLER SEE SPECS
NON-MODULE
CONSTRUCTION
MODULE ROOF
CONSTRUCTION
(FRAMING)
INTERNAL DRAIN
FROM ROOF
PATCH DW AT ALL MATING
WALLS (ENTIRE HOUSE)
NO MC DW AT THIS WALL,
LC PACK-OUT AND ALIGN
WITH WINDOW FRAMES
NON-MODULE BALCONY
CONSTRUCTION
NON-MODULE ROOF
CONSTRUCTION SEE
SECTIONS AND
STRUCTURAL
DRAWINGS.
INTERNAL DRAIN
FROM ROOF
FRAME & DW
SIDES & TOP
DRAIN FROM
ROOF CANOPY
NO MC DW AT THIS WALL, LC
PACK-OUT AND ENSURE PLUMB
DW INSTALL. PROVIDE RIGID
INSULATION WHERE POSSIBLE.
SITE INSTALLED THRUST
BEAM. SEE MC SHOPSPROVIDE AND INSTALL ALL
FRAMING AND CLADDING
FOR CHIMNEY.
AMERICAN HYDROTECH FLAT
ROOFING SYSTEM. SEE SPECS
AMERICAN HYDROTECH FLAT
ROOFING SYSTEM. SEE SPECS
AMERICAN HYDROTECH FLAT
ROOFING SYSTEM. SEE SPECS
AMERICAN HYDROTECH FLAT
ROOFING SYSTEM. SEE SPECS
AMERICAN
HYDROTECH
SYSTEM UNDER
DECKING
WINDOW ABV.;
SILL HEIGHT 5'11" BUILT-IN CABINETRYWITH DOORSWINE COOLERBUILT-IN MAKE-UPVANITYELEVATOR
CAB 40"x54"
CLEAR INTERIOR
DRYWALL SHAFT - 3 SIDES;
3/4" PLYWOOD on RAIL SIDE
3' HIGH BUILT-INCHEST OF DRAWERSBUILT-IN
CLOSET SYSTEM
DN
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
CLEAR GL.MWLUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2
FROSTED GL DBL STUD WALL
2x4 & 2x6
TO MARRIAGE WALL STUD
HOSE
BIB
HOSE
BIB
DOWN
SPOUT
SCUPPER
LIVING ROOM
202
EWP
Install:LC
A: 587 sq ft
FOYER
201
S-1
Install:LC
A: 149 sq ftKITCHEN
203
EWP
Install:LC
A: 238 sq ft
DINING
204
EWP
Install:LC
A: 225 sq ft
PANTRY
205
EWP
Install:LC
A: 84 sq ft
H: 8.42'
STAIR
206
S-1
Install:LC
A: 34 sq ft
HALL
207
S-1
Install:LC
A: 43 sq ft
WC
208
S-1
Install:LC
A: 36 sq ft
MASTER BED
210
EWP
Install:LC
A: 223 sq ft
DECK
Dasso
A: 133 sq ft
DECK
Dasso
A: 59 sq ft
Gross External Main Floor (ZONING)
A: 2,305 sq ft
STEAM SHW
211A
T-2
Install:MC
A:28 sq ft
MASTER BATH
211
S-1
Install:MC
A: 196 sq ft
DECK
Dasso
A: 617 sq ft
WIC
212
EWP
Install:LC
A: 65 sq ft
02
A3.02
05
A3.05
6
A3.06
F 202.1 (TT/FX/FX)(t)211.1 (FX)(t)209.3 (LS)(t)A C D E
6 6
1
5
3
B
2 2
4
3
A5.04
58'-113/4"
15'-65/8" 58'-113/4"9'-43/4"31'-5" 9'-3"6'-4"43/4"5'-73/4"1'-0"9'-5"41/8"77/8"3'-11"5'-0" 4 3/4" 6'-0" 1'-10" 43/4"8'-01/4"63/4"4'-73/4"57'-03/8" 1'-113/8"
12'-21/4"
41/8"
14'-05/8"
8'-33/4" 43/4" 3'-6" 2'-0"9'-103/8" 11'-71/2" 8'-4"9'-103/8" 11'-71/2" 8'-4"#DrgID
5
6
#LayID
FLUE TO LOCAL CODE, PER MFG
RECOMMENDATIONS.
BUILT IN VANITIES, DRAWERS,
BATHROOM VANITIES,
CABINETRY TYP FOR ALL EXCEPT
KITCHEN AND LAUNDRY
NON-MODULE LANDING
CONSTRUCTION: SEE
SECTIONS AND STRUCTURAL
DRAWINGS
STEPS AND
RETAINING WALLS
PATCH DRYWALL AT ALL MATING
WALLS & CEILINGS (ENTIRE BUILDING)
DIRECT VENT GAS FIREPLACE
PER SPECIFICATIONS
PROVIDE HEAT TAPE FOR ALL
DOWNSPOUTS & DRAINS
EXTERIOR GAS FIRE FEATURE
PER SPECIFICATIONS
ACCESS PANEL FOR HYDRONIC
HEATING. SEE SPECS.
ACCESS PANEL
FOR HYDRONIC
HEATING. SEE
SPECS.
UP 18R
DN 7R
STEAMGENERATORNICHES-01 BENCH w/ STONE SLAB TOPSITE FRAMED, EWPCLAD BENCH w/ STEP SITE FRAMED, EWP
CLAD BENCH w/ STEP
DN 6R
DN 4R
STAIR INFO:
TREAD : 12"
RISER : 6-7/8"
UP 3R
5.04
5.04
5.03
5.03
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5
03
04
HVAC Strategy Change
Balcony Change
6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A1.03
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Second Floor
Drawing:
Second Floor
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: 304.1 (TT/FX)(t) 303.3 (FX) 303.2 (FX/FX)
304.2 (FX/TT/FX)(E)(t) 307.1 (FX/TT/FX)(E)(t)307.2 (TT/FX)(t)301.1 (FX/FX)(t)
309.17'2'-8"307.17'2'-8"311.2 (TT FX)(t)
310.1 (TT/FX/FX)(t)
309.17'2'-8"309.26'-5"2'-5 1/2"306.1 7' 2'-8"306.2 6'-5"2'-5 1/2"311A.1
6'-5"2'-11"311.26'-11 1/2"2'-11"310.17'
3'
311.1
7'3'313.1 (FX) 314.1 (FX)
313.17'2'-8"305.17'
2'-6"308.17'
2'-6"
0 2' 4' 8'N310.2 (TTd)(E)(t)2
A5.04
Details
03
A3.01
01
A3.01
04
A3.04
1
A5.10
1
A5.10
59
#LayID
59
#LayID
A
A4.01
BA4.01C A4.015
A5.09
5
A5.09 1A5.01303.1 (FX/FX)302.1 (LS)(t)13'-113/8" 13'-113/8" 15'-101/4" 15'-2 3/4"50'-83/4"2'-8" 48'-03/4"27'-103/4"15'-101/4" 15'-23/4"3'-0" 9"58'-113/4"
13'-43/8"
1'-17/8"
13'-41/2"
71/8"
8'-33/8"
63/4"
6'-5" 6'-73/4"
61/8"
8'-07/8"
6'-11" 6'-53/8" 6'-51/2" 6'-11" 2'-115/8" 3'-53/8" 3'-81/8" 4'-43/4"4'-23/8" 4'-1"
58'-113/4"
27'-103/4"15'-101/4"15'-23/4"
27'-103/4"15'-101/4" 15'-23/4"
7'-9" 12'-43/4" 7'-9" 15'-101/4" 7'-93/4" 6'-71/2"14'-57/8"5'-31/8"1'-43/4"2'-0" 2'-81/4" 2'-53/4"EQ EQ12'-21/2"2'-0"EQ EQ 6'-01/4"41/8"1'-2"4'-91/4"
2'-0" 8'-51/4"3'-91/4"
4'-61/4"
2'-91/2" 3/4"
3'-111/2"W x
7'-5 3/4" H RO (From subfloor)1'-51/4"3'-6"5'-2"12'-57/8" 10'-31/2"6 3/4"4'-43/8" 18'-47/8"8'-31/2" 1'-2" 2'-4"4'-91/8" 11'-11/8"
3'-05/8"
2'-6" 11'-103/4" 4'-43/8" 2'-81/2"3'-0" 3'-2"63/4"3'-0"3'-8" 9'-23/8" 1'-17/8"
9'-23/8" 3'-8"
5'-111/4"17'-51/4"12'-21/2"
19.86'(8,611.95')
02
A3.02
05
A3.05
6
A3.06
7
8
9
6 A4.13
2
3
4
5 A4.17
6
7
8
9 A4.16
PATCH DRYWALL AT ALL MATING
WALLS (ENTIRE BUILDING)
LUNOS UNITS FRAMED AND ROUGH
WIRED BY MC, INSTALLED AND
FINISHED BY LC. TYP FOR ALL IN
MODULES
PROVIDE AND INSTALL RAILING. SEE
SPECS FOR SELECTION. SEE
SECTIONS AND DETAIL FOR MORE
INFORMATION.
PROVIDE AND INSTALL RAILING. SEE
SPECS FOR SELECTION. SEE
SECTIONS AND DETAIL FOR MORE
INFORMATION. TYP FOR ALL
BALCONIES.
INTERNAL DRAIN
FROM ROOF
PATCH DRYWALL AT ALL MATING
WALLS (ENTIRE BUILDING)
PATCH DRYWALL AT
ALL MATING WALLS
(ENTIRE BUILDING)
NO MC DW AT THIS WALL,
LC PACK-OUT AND ALIGN
WITH WINDOW FRAMES
INTERNAL DRAIN
FROM ROOF
DW TO FRAME
SIDES & TOP
INTERNAL DRAIN
WITH OVERFLOW
H2-2
H2-2
CG2-1
NON-MODULE BALCONY
CONSTRUCTION
T-5
ROD &
SHELF
ROD &
SHELF
BUILT-IN CABINETRYWITH DOORS BUILT-IN MAKE-UPVANITYDRYWALL SHAFT - 3 SIDES;
3/4" PLYWOOD on RAIL SIDE
BUILT-IN
CLOSET SYSTEM
BUILT-IN 3' HIGHCHEST OF DRAWERSDOWN
SPOUT
DOWN
SPOUT BUILT-IN LINENW/DOORSWINDOW ABV.;
SILL HEIGHT 5'11"
LUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2 CLEAR GL.LUNOS
e2 FROSTED GLWD
DBL STUD WALL
2x4 & 2x6 BASE 3' AFF w/4' INT CLEARFOYER
301
CPT-?
Install:LC
A: 144 sq ft
GALLERY
302
CPT-?
Install:LC
A: 187 sq ft
BEDROOM 3
304
CPT-?
Install:LC
A: 201 sq ft
BEDROOM 4
307
CPT-?
Install:LC
A: 201 sq ft
MASTER BED 2
310
CPT-?
Install:LC
A: 223 sq ft
WIC
312
CPT-?
Install:LC
A: 65 sq ftLAUNDRY
313
S-1
Install:MC
A: 81 sq ftSTAIR
314
EWP
Install:LC
A: 39 sq ft
Gross External Second Floor (ZONING)
A: 2,375 sq ft
VOID
A: 409 sq ft
WIC
308
CPT-?
Install:LC
A: 20 sq ft
WIC
305
CPT-?
Install:LC
A: 20 sq ft
MASTER BATH
311
S-1
Install:MC
A: 197 sq ft
STEAM SHW
311A
T-2
Install:MC
A:26 sq ft
SHOWER
309A
T-2
Install:MC
A: 15 sq ft
BATH
309
S-1
Install:MC
A: 44 sq ft
BATH
306
S-1
Install:MC
A: 44 sq ft
SHOWER
306A
T-2
Install:MC
A: 15 sq ft
311.1 (FX) 310.3 (FX/FX)(t)A C D E
6 6
1
5
3
B
2 2
4 40'-8"5'-61/8" 43/4" 3'-9" 2'-71/8"1'-13/4"41/8"8'-5"63/4"8'-57/8" 8'-43/4" 1'-03/4"3'-117/8" 4'-6" 6'-03/4" 2'-4"7'-71/4" 7'-71/2"23'-101/4"24'-21/2"11'-6" 12'-41/4"5'-91/4" 6'-23/8" 5'-41/8" 5'-51/2"71/4"10"11'-115/8"8'-33/4" 43/4"3'-6" 2'-0"
2'-0"7'-93/8"5'-0" 43/4"6'-0" 1'-10" 43/4"8'-01/4"63/4"4'-73/4" 12'-91/2"3'-0"
1'-6"
3'-0"
11'-75/8" 3'-10"
2'-0" 1'-10"
PROVIDE AND INSTALL
BUILT IN CLOSET
SYSTEM, TYP FOR ALL.
NO MC DW AT THIS WALL, LC
PACK-OUT AND ENSURE PLUMB
DW INSTALL. PROVIDE RIGID
INSULATION WHERE POSSIBLE.
PROVIDE AND INSTALL DECK
FRAMING. SEE FIRST FLOOR PLAN
ACCESS PANEL FOR HYDRONIC
HEATING. SEE SPECS.
ACCESS PANEL
FOR HYDRONIC
HEATING. SEE
SPECS.
DN 18R
GENERATORDOWN
SPOUT
LUNOS
e2 NICHES-01 BENCH w/ STONE SLAB TOPSTAIR INFO:
TREAD : 12"
RISER : 6-7/8"
DECK
Dasso
A: 69 sq ft
DECK
Dasso
A: 80 sq ft
5.04
5.04
5.03
5.03
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 01 Reversed Roof Pitch 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A1.04
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Roof Plan
Drawing:
Roof Plan
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
0 2' 4' 8'
03
A3.01
01
A3.01
04
A3.04
1
A5.10
1
A5.10
59
#LayID
59
#LayID
A
A4.01
BA4.01CA4.015
A5.09
5
A5.09
1A5.0102
A3.02
05
A3.05
6
A3.06
2'-9" 13'-113/8"
15'-2 3/4"
INTERNAL DRAIN
WITH OVERFLOW
AND HEAT TAPE
AMERICAN HYDROTECH
FLAT ROOFING SYSTEM.
UNDER WOOD DECKING.
SEE SPECS FOR MORE
INFORMATION.
AMERICAN
HYDROTECH FLAT
ROOFING SYSTEM. SEE
SPECS FOR MORE
INFORMATION.
AMERICAN HYDROTECH
FLAT ROOFING SYSTEM.
SEE SPECS FOR MORE
INFORMATION.
AMERICAN
HYDROTECH FLAT
ROOFING SYSTEM.
SEE SPECS FOR
MORE INFORMATION.
DOWN
SPOUT
A C D E
6 6
1
5
3
B
2 2
4
8'-0" 4'-0"
4'-0" 8'-0"9'-7" (8599.58')33'-4 3/4"" (8623.40') 29'-11" (8619.92')34'-8 3/4" (8624.73')PROVIDE AND INSTALL EPDM FLAT
ROOFING SYSTEM. SEE SPECS FOR
MORE INFORMATION.
METAL STANDING SEAM ROOFING.
SEE EXTERIOR MATERIALS
SCHEDULE FOR COLOR AND
SPECIFICATION.
METAL STANDING SEAM ROOFING.
SEE EXTERIOR MATERIALS
SCHEDULE FOR COLOR AND
SPECIFICATION.
METAL STANDING SEAM ROOFING.
SEE EXTERIOR MATERIALS
SCHEDULE FOR COLOR AND
SPECIFICATION.
INTERNAL DRAIN
WITH OVERFLOW
AND HEAT TAPE
X GUARD 2.0 SNOW FENCE AS
INDICATED, SEE DETAIL 1 / A5.01
PROVIDE AND INSTALL ALL FRAMING
AND CLADDING FOR CHIMNEY.
CONNECT FLUE PIPE AND PROVIDE
AND INSTALL CAP.
1":12"
1":12" 1 1/2":12"1 1/2":12"1 1/2":12"1/4":12" 1/4":12" 1/4":12" 1/4":12" 1/4":12"1/4":12" 1/4":12"METAL
UP 3R
5.01
5.01
5.01
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/14/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A1.16
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Reflected Ceiling Plan, First Floor
Drawing:
Reflected Ceiling Plan, First Floor
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/14/18Date printed:
E1 E1
A1 R A1R A1 R
E1 A1 R A1 R
E1
E1
A1R E1A1R DW DWF
A1 R A1 R A1 R A1 R A1 R A1 R
A1 R A1 R
A1 R A1R
A1 R A1 R
A1 R A1 R
A1 RA1 R
A1 R
A1 R A1 R
A1R
A1R
A1R A1 R
A1R
A1 R
J1
J1
A1 R
A1 R
A1R
A1R
A1R
A1 R A1 RA1 R
A1 R A1 R A1R
A1 R A1 R A1 R
A1R
A1R A1 R A1 R
A1 R
A1 R
A1 R
F1 F1
A1 R
A1 R
A1 R
A1 R
A1R J1J1J1A1R A1R
A1R G3G3 A1 R
A1 R
A1 R
E2
E2
E2
F3
A1 R
E2
CO+SD CO+SD CO+SD
CO EQ EQEQ EQEQ EQ 1'-6" 1'-6"
1'-11" 1'-11"
111/2" 111/2"11" 4'-6" 1'-6"2'-11/4"3'-1" 2'-67/8" 1'-47/8"3'-51/4" 3'-51/4"
2'-0" 2'-0"
2'-0" 2'-0"2'-0" 2'-0"3'-0" 3'-0"1'-1"
2'-5" 3'-6" 3'-6"
2'-0"
3'-41/4" 3'-6" 3'-6" 6'-41/4" 4'-0" 4'-0"EQ EQ2'-11/2" 2'-11/2"1'-3" 1'-3" 2'-0" 2'-61/4"1'-6" 1'-6"EQ EQ1'-111/2"105/8"2'-3" 2'-3"
4'-31/2" 4'-0" 4'-0"
EQ 4'-6"1'-6" 1'-6"10" 6" 3'-0" 1'-61/2"EQ EQEQ EQ1'-6"3'-4" 1'-5" 2'-15/8"2'-0" 2'-0" 2'-1" 3'-4"1'-0"3'-10" 4'-0"1'-8 1/4" 1'-81/4"
MASTER BATH
211
Ceiling Ht:8.50
MASTER BED
210
Ceiling Ht:8.50
KITCHEN
203
Ceiling Ht:8.50
FOYER
201
Ceiling Ht:8.50
WC
208
Ceiling Ht:8.50
WIC
212
Ceiling Ht:8.50
DRYWALL SHAFT - 3 SIDES;
3/4" PLYWOOD on RAIL SIDE
MWLUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2
CL WINDOW,
ISLAND, WINE
COOLER
CL DOOR CL OF
MILLWORK
CLWALL
CL DOORCL OF
MILLWORKCLROOMWALLOVEN COFFEE F
M2
M2
M2
M2
M2
M2 M1 M1 M1 M1 M1M1M1 A3 R
A1 R
A1R
F2
A1 R
A1R
A1R
A1 R A1R 3'-7" 1'-3"3'-6" 3'-6" 1'-10" 2'-6" 4'-0" 4'-0"
SCALE: 1/4" = 1'-0"
1 First Floor
A1.16
REFLECTED CEILING NOTES:
1. ALL CEILING HEIGHTS ARE GIVEN FROM THE DESIGNATED FLOOR LEVEL. THIS MAY BE
DIFFERENT THAN FINISHED OR SUB FLOOR. SEE BUILDING SECTIONS.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/14/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A1.17
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Reflected Ceiling Plan, Second Floor
Drawing:
Reflected Ceiling Plan, Second
Floor
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/14/18Date printed:
A1 R A1R
B
B
A1 R A1 R A1 R A1 R
A1R A1R
A1 R A1R
A1R A1R
A1 R
A1 R
A1R
A1R
F2F2
A1R
A1R
A1R
A1R
A1R A1 R
J1
J1
A1 R A1R A1R
J1
J1
A1R G3G3J1J1J1F2
J1
J1
A1 R A1 R A1R
A1R A1 R
A1 R A1 R A1R
A1R
A1 R
A1R
CO+SD CO+SD
CO+SD
CO+SD
CO+SD 1'-3" 111/2" 111/2"1'-5" 1'-5"8"1'-3"
1'-05/8"
1'-73/8" 2'-8" 1'-31/2"3'-0" 2'-8" 1'-8"
1'-0"6" 4'-0" 4'-0" 7"EQ 2'-0" 2'-0" EQ
4'-0" 4'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 3'-1"1'-3" 1'-3" 2'-0" 2'-61/4"1'-6" 1'-6"3'-0" 4'-93/8"1'-6" 1'-6"3'-7"1'-25/8"1'-11"EQ EQ4'-0" 4'-0"4'-0" 4'-0"EQEQ EQ 3'-37/8"2'-1" 4'-0" 2'-1"
EQ EQ 4'-0" 4'-0"EQ EQ2'-41/4"EQ EQ
2'-6" 3'-8"1'-107/8"
107/8"
2'-3" 2'-3"
1'-0" 3'-6" 3'-6" 2'-0"2'-13/4" 2'-13/4"
8'-13/4"8'-11"1'-0"2'-8" 2'-8" 5'-63/4"1'-4" 3'-0" 3'-0" 1'-4"4'-4" 4'-4"FOYER
301
Ceiling Ht:8.00
MASTER BED 2
310
Ceiling Ht:8.50
MASTER BATH
311
Ceiling Ht:Varies
STAIR
314
Ceiling Ht:8.00
BEDROOM 4
307
Ceiling Ht:8.00
BEDROOM 3
304
Ceiling Ht:8.00
GALLERY
302
Ceiling Ht:8.00
BATH
306
Ceiling Ht:8.00
WIC
312
Ceiling Ht:8.50
LAUNDRY
313
Ceiling Ht:8.00
BATH
309
Ceiling Ht:8.00
VOID
-
Ceiling Ht:8.00
T-5
DRYWALL SHAFT - 3 SIDES;
3/4" PLYWOOD on RAIL SIDE
LUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2
CL CLCL
CL CL CLCL
CLCLWALL
CLCL
CLCL OF
MILLWORK
CL
CL WALL
CL
FIREPLACE
CLCL DOORSPACING AS FRAMING ALLOWS
PER FRAMING
M2
M2
M2
B
A3 R A3 R
A2 R A2R A2 R A2 R A2R
CO+SD E1A3 R
A1R
A1R
A1 R
A1 R A1 R
A1 R A1R
A1R
A2 R
A1 R
LUNOS
e2
CL OF
MILLWORK
SCALE: 1/4" = 1'-0"
1 Second Floor
A1.17
REFLECTED CEILING NOTES:
1. ALL CEILING HEIGHTS ARE GIVEN FROM THE DESIGNATED FLOOR LEVEL. THIS MAY BE
DIFFERENT THAN FINISHED OR SUB FLOOR. SEE BUILDING SECTIONS.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5
01
04
Reversed Roof Pitch
Balcony Change
6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A2.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Elevations East & West
Drawing:
Elevations East & West
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: 76'-71/2"32'-10" 0"
13'-9"49'-51/8" 18'-33/4" 30'-5 3/4" (8622.73)
32'-67/8" (8624.82)
30'-3/4" (8622.31)
30'-113/4" (8623.23)
REALSTONE CLADDING
REALSTONE CLADDING
METAL CLADDING
METAL CLADDING
WOOD T&G SIDING:
THERMORY, CAMBIA OR CEDAR
HORIZONTAL RAILING:
CABLE, FLAT BAR OR ROD
METAL FASCIA
HORIZONTAL RAILING:
CABLE, FLAT BAR OR ROD
CANTILEVERED ROOF STRUCTURE BY MC
WATERPROOFING, FINISHES, METAL FASCIA AND SOFFIT BY LC
METAL FASCIA, DEPTH PENDING
WOOD SOFFIT:
THERMORY, CAMBIA OR CEDAR
FFL 0.00 = 8591.75'
BASEMENT SLAB
121
FFL +19'-9 1/4"
2nd FLOOR
FFL +28'-7 3/4"
ROOF SHEATHING
FFL +8'-11 1/2"
1st FLOOR
40'-113/4"32'-67/8" (8624.48)
30'-113/4"
32'-10 3/4" (8626.48)
0"
13'-9"
12'-51/8"
7"32'-9"INSTALL ALL BASEMENT WINDOWS, DOORS AND SILLS
DELIVERED WITH MODULES
REALSTONE CLADDING
INSTALL ALL WINDOW SILLS
DELIVERED WITH MODULES
INSTALL ALL WINDOW SILLS
DELIVERED WITH MODULES
BALCONY INSULATION, MEMBRANE,
FASCIA AND RAILING
METAL COPING
INSTALL LIFT&SLIDE DOOR GLAZING (TYP 0F 4)
111.1 (FX/TT)(E)106.2 (TT/FX)(E)
120.2 (TT/FX/TT)
120.1 (TTd)
METAL STANDING SEAM ROOFING
METAL FASCIA, DEPTH PENDING
HORIZONTAL RAILING:
CABLE, FLAT BAR OR ROD
METAL CLADDING
WOOD SOFFIT:
THERMORY, CAMBIA OR CEDAR
FFL +19'-9 1/4"
2nd FLOOR
FFL +28'-7 3/4"
ROOF SHEATHING
FFL +8'-11 1/2"
1st FLOOR
FFL 0.00 = 8591.75'
BASEMENT FLOOR
12 1SIM
5.01
5.01
5.04
5.04
5.04
5.04
WEST ELEVATION
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 01 Reversed Roof Pitch 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A2.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Elevations North & South
Drawing:
Elevations North & South
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: 15'-3 1/2"10'-10"
32'-10 3/4" (8626.48)
13'-9"
0"
30'-11 3/4"32'-10 3/4"METAL CLADDING
INSTALL ALL WINDOW SILLS
DELIVERED WITH MODULES
INSTALL ALL BASEMENT WINDOWS, DOORS AND SILLS
DELIVERED WITH MODULES
WOOD T&G SIDING:
THERMORY, CAMBIA OR CEDAR
CABLE RAILING
REALSTONE CLADDING
METAL CLADDING
METAL FASCIA, DEPTH PENDING
REALSTONE CLADDING
WOOD SOFFIT:
THERMORY, CAMBIA OR CEDAR
METAL STANDING SEAM ROOFING
HORIZONTAL RAILING:
CABLE, FLAT BAR OR ROD
REALSTONE CLADDING
WOOD T&G SIDING:
THERMORY, CAMBIA OR CEDAR
EXISTING GRADE
EXISTING GRADE
12 1.5
DISTANCE BETWEEN SLAB AND HIGHEST POINT ON ROOFFFL +19'-9 1/4"
2nd FLOOR
FFL +28'-7 3/4"
ROOF SHEATHING
FFL +8'-11 1/2"
1st FLOOR
FFL 0.00 = 8591.75'
BASEMENT SLAB 69'-37/8"12'-5 1/8"
30'-43/8"
EXISTING GRADE
REALSTONE CLADDING
METAL COPING
INSTALL ALL WINDOW SILLS
DELIVERED WITH MODULES
FFL +19'-9 1/4"
2nd FLOOR
FFL +28'-7 3/4"
ROOF SHEATHING
FFL +8'-11 1/2"
1st FLOOR
FFL 0.00 = 8591.75'
BASEMENT SLAB
121.5
12 1.5
5.01
5.01
5.01
SOUTH ELEVATION
NORTH ELEVATION
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5
01
02
Reversed Roof Pitch
Flat Ceilings
6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A3.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Section 1
Drawing:
Section 1
Scale:
1/4" = 1'-0", 3" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
A C D EB
2
A5.01
4
A5.01
4
A5.01
5
A5.03
2
A5.03
3
A5.03
#DrgID
#LayID
1
A5.07
-4.71'
-1 Top of Footing
±0.00'
1 BSMT/Garden
+9.63'
2 First Floor
+19.86'
3 Second Floor
+29.22'
4 Roof
13'-113/8" 13'-113/8" 15'-101/4" 15'-23/4"
9'-71/2"(8601'-81/2")
19'-103/8"(8611'-113/8")
9'-7"(8601'-8")
0"(8592'-1") 54'-73/8"111/2" 1'-0"8'-6"8'-11"9'-0"0"(8592'-1")8'-6"66'-53/4" 30'-113/4"(8623'-3/4")32'-91/4"0"(8592'-1")
32'-67/8"(8624'-77/8")
-91/2"(8591'-31/2")11/2"16'-33/4" 105/8"ROOF + FRAMING BY LC
2" SPRAY FOAM INSULATION
EXTERIOR PERMITER DRAIN
VENTILATED STANDING SEAM
METAL ROOF OVER GRACE
ULTRA SELF ADHERED
UNDERLAYMENT FOR HIGH
TEMPERATURE APPLICATIONS.
SEE SPEC SHEET
RAISED DECKING
ON BUZON PEDESTALS
CABLE RAILING
CHIMNEY FRAMING AND
STONE CLADDING BY LC
METAL PARAPET COPING
STANDING SEAM METAL ROOF, UNDERLYING
MEMBRANE, DRAINAGE BY LC
GRAVEL FILL
LATERAL DRAINS
RADON MITIGATION PIPING
GAS FIRE FEATURE WARMBOARD® RADIANT FLOOR HEATING SYSTEM.
R-19 INSULATION UNDER WARMBOARD® RADIANT
FLOOR HEATING SYSTEM. LC INSTALL UNDER FIRST
FLOOR ONLY
1/4" per foot slope
12 1 SIM
INSULATION (R-13) OVER
SUPERIOR WALLS (R-12.5) RIGID
INSULATION35'-21/8"9'-7"10'-61/8" 9'-7" 1'-77/8"8'-1" 1'-31/4"-41/2"(8591'-81/2")
SUPERIOR WALLS FOUNDATION
SYSTEM. SEE SHOP DRAWINGS
SLOPE NOT TO EXCEED 1:1
SECTION NOTES
1. SEE INTERIOR ELEVATIONS FOR CABINETRY DETAILS AND ELECTRICAL DEVICE PLACEMENT. ITEMS SHOWN IN SECTION ARE SCHEMATIC ONLY.
2. SEE WALL SECTIONS FOR CONSTRUCTION MAKEUP OF WALLS, FLOORS, AND CEILINGS.
3. SEE MC SHOP DRAWINGS FOR ALL STRUCTURAL INFORMATION.
5.01
5.02
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5
01
02
Reversed Roof Pitch
Flat Ceilings
6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A3.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Section 2
Drawing:
Section 2
Scale:
1/4" = 1'-0", 3" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
6 5 3 1
3
A5.03
2
A5.50
1
A5.04
1
A5.05
-4.71'
-1 Top of Footing (Main House)
-4.71'
-1 Top of Footing
±0.00'
1 BSMT/Garden Level
±0.00'
1 BSMT/Garden
+9.63'
2 First Floor
+9.63'
2 First Floor
+19.86'
3 Second Floor
+19.86'
3 Second Floor
+29.22'
4 Roof
+29.22'
4 Roof
9'-23/4" 5'-31/8" 27'-67/8" 5'-2" 2'-8"
9'-71/2"12"7'-8" 1'-111/2"8'-7" 1'-77/8" 8'-1"1'-31/4"19'-103/8"24'-03/4"0"1'-0"2'-41/2"30'-3/4"
32'-8" 3'-0"LOWEST POINT OF GRADE DIRECTLY BELOW
CORNER OF ROOF OVERHANG (8592')
WOOD SIDING
SCUPPER
TAPERED INSULATION, MEMBRANE AND
RAISED THERMORY DECK
GALLERY FACE BY LC
CABLE RAILING
EXTERIOR PERMITER DRAIN
GRAVEL FILL
POURED IN PLACE FOOTING, SEE
STRUCTURAL
RADON MITIGATION PIPING
SLOPE NOT TO EXCEED 1:1
DINING
BEDROOM 4
FOYER
OFFICE
GYM
LIVING ROOM
CB2-1
CB2-2
12 1.5 12 1.5
ELEMENTS SHOWN IN SECTION ARE SCHEMATIC ONLY.
REFER TO INTERIOR ELEVATIONS AND/OR DETAILS.
2 4
LATERAL DRAINS
DS DRAINS
SECTION NOTES
1. SEE INTERIOR ELEVATIONS FOR CABINETRY DETAILS AND ELECTRICAL DEVICE PLACEMENT. ITEMS SHOWN IN SECTION ARE SCHEMATIC ONLY.
2. SEE WALL SECTIONS FOR CONSTRUCTION MAKEUP OF WALLS, FLOORS, AND CEILINGS.
3. SEE MC SHOP DRAWINGS FOR ALL STRUCTURAL INFORMATION.
5.02
5.01 5.01
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A3.03
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Section 3
Drawing:
Section 3
Scale:
1/4" = 1'-0", 3" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
2 4 5 1 3 6
B
A4.02
2
A5.06
1
A5.06
-4.71'
of Footing (Main House)
-4.71'
-1 Top of Footing (Main House)
±0.00'
1 BSMT/Garden Level
±0.00'
1 BSMT/Garden Level
+9.63'
2 First Floor
+9.63'
2 First Floor
+19.86'
3 Second Floor
+19.86'
3 Second Floor
+29.22'
4 Roof
+29.22'
4 Roof
2'-8" 5'-2" 27'-67/8" 5'-31/8" 9'-23/4"
9'-71/2"
19'-103/8"
29'-11" (8619.92) 29'-11" (8619.92)7'-8"7'-8"4"36'-105/8"RAISED STONE
HEATED DRAIN
2 x 6 @ 12 OC FRAMING BY LC
STAIR, WALLS RAILING BY LC, SEE SPECS
TAPERED INSULATION, MEMBRANE BY LC
INFO: ROOF FRAMING INTEGRAL
TO MODULE CONSTRUCTION
307.2 (TT/FX)(t)303.1 (FX/FX)
202.1 (TT/FX/FX)(t)
BATH
WC
LAUNDRY
ELEVATOR PIT < 14"
12 1.5
12
1.5
ELEVATOR
SHAFT
SIM
ELEMENTS SHOWN IN SECTION ARE SCHEMATIC ONLY.
REFER TO INTERIOR ELEVATIONS AND/OR DETAILS.38'-25/8"EXTERIOR FOOTING DRAIN
INTERIOR LATERAL DRAINS
DS DRAINS
SECTION NOTES
1. SEE INTERIOR ELEVATIONS FOR CABINETRY DETAILS AND ELECTRICAL DEVICE PLACEMENT. ITEMS SHOWN IN SECTION ARE SCHEMATIC ONLY.
2. SEE WALL SECTIONS FOR CONSTRUCTION MAKEUP OF WALLS, FLOORS, AND CEILINGS.
3. SEE MC SHOP DRAWINGS FOR ALL STRUCTURAL INFORMATION.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 04 Balcony Change 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A3.04
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Section 4
Drawing:
Section 4
Scale:
1/4" = 1'-0", 3" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
D C AB
3
A5.05
2
A5.05
1
A5.07
2
A5.07
-4.71'
(Main House)
±0.00'
BSMT/Garden Level
+9.63'
2 First Floor
+19.86'
Second Floor
+29.22'
4 Roof
15'-23/4" 15'-101/4" 13'-113/8" 13'-113/8"
10'-10" (8600.83')
9'-71/2"(8601'-81/2")
19'-103/8"(8611'-113/8")
30'-113/4"
32'-67/8"
30'-53/4"
0"(8592'-1")-41/2"(8591'-81/2")
WOOD DECK ON PEDESTALS OVER MEMBRANE
ROOFING. SEE SCHEDULES SPECS.
GARAGE FRONT WALL
FRAMED BY LC
BALCONY FRAMED AND FINISHED BY LC
SW-3P
STANDING SEAM METAL ROOF,
UNDERLYING MEMBRANE BY LC
BALCONY FRAMED AND FINISHED BY LC
WOOD DECK ON PEDESTALS OVER
MEMBRANE ROOFING. SEE
SCHEDULES FOR SPECS
LATERAL DRAIN SYSTEM
PERIMETER FOOTING DRAIN (TO DAYLIGHT)
TO STORM OUTLET
TO DRY WELL
RADON MITIGATION SYSTEM SANITARY LINE
KITCHEN
LIVING
105
MECH RM
102 STORAGE
123
ELECTRICAL PANEL (+/- 15 x 35)
FIRE ALARM PANEL (24"x24")
ROOFING AND FRAMING BY LC
1/4" per foot slope
121
ELEMENTS SHOWN IN SECTION ARE SCHEMATIC ONLY.
REFER TO INTERIOR ELEVATIONS AND/OR DETAILS.
E 9'-0" 1'-0"8'-7" 1'-77/8" 8'-1"1'-31/4"8'-01/2" 2'-11/8"8'-51/2" 1'-91/2" 7'-111/2"SECTION NOTES
1. SEE INTERIOR ELEVATIONS FOR CABINETRY DETAILS AND ELECTRICAL DEVICE PLACEMENT. ITEMS SHOWN IN SECTION ARE SCHEMATIC ONLY.
2. SEE WALL SECTIONS FOR CONSTRUCTION MAKEUP OF WALLS, FLOORS, AND CEILINGS.
3. SEE MC SHOP DRAWINGS FOR ALL STRUCTURAL INFORMATION.
5.045.04
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A3.05
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Section 5
Drawing:
Section 5
Scale:
1/4" = 1'-0", 3" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
12 3 6 5 4
1
A5.06
2
A5.06
1
A5.51
2
A5.51
3
A5.51
1
A5.09
-4.71'
Top of Footing (Main House)
-4.71'
-1 Top of Footing (Main House)
±0.00'
1 BSMT/Garden Level
±0.00'
1 BSMT/Garden Level
+9.63'
2 First Floor
+9.63'
2 First Floor
+19.86'
3 Second Floor
+19.86'
3 Second Floor
+29.22'
4 Roof
+29.22'
4 Roof
9'-23/4" 5'-31/8" 27'-67/8"5'-2" 2'-8"
0"(8592'-1")
19'-103/8"(8611'-113/8")
30'-53/4"(8622'-63/4")
0"(8592'-1")
32'-67/8"(8624'-77/8")
STONE IN GROUT W/ SNOWMELT
CONCRETE STAIR
CONSTRUCTION
W/ STONE STEPS & SNOWMELT
CABLE RAILING
CUSTOM STAIR BY LC:
STRINGERS AND OPEN TREAD
STEPS, SEE SPECS.
CABLE RAILING
TAPERED INSULATION, MEMBRANE
METAL PARAPET COPING
METAL PARAPET COPING
FIBERGLASS BATT INSULATION
(R-13) IN SUPERIOR WALL (R-12.5)
CAVITIES. TOTAL R VALUE:25.5
PATCH DRYWALL AT STAIRWELL
FOR VERTICAL ALIGNMENT
LATERAL DRAINS
EXTERIOR FOUNDATION DRAINS
LIGHTWEIGHT CONCRETE BED
SLOPED TO DRAIN
5/8" ZIP SHEATHING
AMERICAN HYDROTECH
MM6125 WITH PROTECTION
LAYER AND HYDRODRAIN.
GRAVEL BACKFILL
EXTERIOR FOUNDATION DRAIN
RADON MITIGATION PIPING
RADON MITIGATION PIPING
HEATED DOWNSPOUT
2X6 JOISTS @ 12" OC. HUNG
FROM MODULE STRUCTURE.
JOIST SPACES FILLED WITH
CLOSED CELL FOAM.
SECTION NOTES
1. SEE INTERIOR ELEVATIONS FOR CABINETRY DETAILS AND ELECTRICAL DEVICE PLACEMENT. ITEMS SHOWN IN SECTION ARE SCHEMATIC ONLY.
2. SEE WALL SECTIONS FOR CONSTRUCTION MAKEUP OF WALLS, FLOORS, AND CEILINGS.
3. SEE MC SHOP DRAWINGS FOR ALL STRUCTURAL INFORMATION.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A3.06
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Section 6
Drawing:
Section 6
Scale:
1/4" = 1'-0", 3" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
6 5 4 3 2 1
1
A5.04
5
A5.04
-4.71'
-1 Top of Footing (Main House)
-4.71'
-1 Top of Footing (Main House)
±0.00'
1 BSMT/Garden Level
±0.00'
1 BSMT/Garden Level
+9.63'
2 First Floor
+9.63'
2 First Floor
+19.86'
3 Second Floor
+19.86'
3 Second Floor
+29.22'
4 Roof
+29.22'
4 Roof
DROPPED CEILING, SEE RCPLIVING
MASTER BED
SIM
ELEMENTS SHOWN IN SECTION ARE SCHEMATIC ONLY.
REFER TO INTERIOR ELEVATIONS AND/OR DETAILS.
SECTION NOTES
1. SEE INTERIOR ELEVATIONS FOR CABINETRY DETAILS AND ELECTRICAL DEVICE PLACEMENT. ITEMS SHOWN IN SECTION ARE SCHEMATIC ONLY.
2. SEE WALL SECTIONS FOR CONSTRUCTION MAKEUP OF WALLS, FLOORS, AND CEILINGS.
3. SEE MC SHOP DRAWINGS FOR ALL STRUCTURAL INFORMATION.
SCALE: 1/4" = 1'-0"
1 Section Looking North (incomplete)
A3.06
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A4.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Wall Section A
Drawing:
Wall Section A
Scale:
1/2" = 1'-0", 3/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
WALL FRAMING; 2x6's @ 24" O.C. WITH 5/8" ZIP
SHEATHING (EXT.) AND 5/8" DRYWALL (INT.) W/
5.5" ROXUL INSULATION (R-23)
MEMBRANE ROOFING ON 5/8" ZIP SHEATHING.
COVER SHEATHING SLOPED AT 1/4"/FT. FOR
DRAINAGE. SEE SPECIFICATIONS FOR
MEMBRANE SELECTION.
4" PERFORATED EXTERIOR FOUNDATION
DRAIN WRAPPED WITH FILTER FABRIC. SEE
CIVIL DRAWINGS.
24" CONCRETE FOOTING W/ (3) #5
CONTINUOUS, BOTTOM, DEPTH VARIES. MIN
48" FROM BOTTOM OF FOOTING TO FINISHED
GRADE.
GRAVEL BACKFILL WITH NON-WOVEN
GEOTEXTILE FILTER FABRIC PER GEOTECH
REPORT.
UNDER SLAB LATERALS. SEE CIVIL
#5 BARS @ 48" O.C.
8" WIDE P.I.P. CONCRETE STEM WALL AT
GARAGE WALLS
MIRADRAIN 6000 DRAINAGE SYSTEM, OR
EQUAL;INSTALL PER MANUF. SPECIFICATIONS.
+/-2" SPRAY FOAM INSULATION UNDER
HEATED DRIVEWAY.
HEATED DRIVE TUBING
STEEL BEAM; SEE STRUCTURAL PLANS FOR
SIZE
(2) 2x6 PT SILL PLATES ON SILL SEALER W/ 1/2"
DIA. ANCHOR BOLTS; MIN. 2 PER BD. 12" FROM
BOARD END, MAX. 4'-0" O.C.
GARAGE SLAB: 4" CONCRETE W 6x6 WWF ON
6 MIL VAPOR BARRIER ON 4" GRAVEL BASE.
PROVIDE 1/2" EXPANSION JOINT AT SLAB
EDGES, AND PROVIDE RELIEF CUTS AT 10'-0"
MAX O.C.; SLOPE AS INDICATED
DOUBLE 2x10 RIM JOIST
5/8" DRYWALL WITH SMOOTH FINISH (INT) SEE
PLANS AND SPECS
WALL FRAMING; 2x4's @ 16" O.C. BETWEEN
5/8" ZIP SHEATHING (INT.) & 5/8" ZIP
SHEATHING (EXT.)
ROOF FRAMING; 5/8" ZIP SHEATHING (EXT.),
GLUED & NAILED, OVER 2x10's @ 12" O.C. W/ 3"
CLOSED CELL SPRAY FOAM(R-19.5) AND
ROXUL INSULATION(R-23) TOTAL R-VALUE (42.5)
DOUBLE 2x6 TOP PLATE
REALSTONE® SYSTEMS STONE VENEER ON
MVIS VENEER MORTAR (BY LATICRETE) ON
GALVANIZED METAL LATH WITH MVIS
SCRATCH COAT ON 1x PT FURRING. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
5/8" DRYWALL. SEE SPECS.
BACKER ROD AND SEALANT
METAL FLASHING W/ DRIP EDGE; SEAL/
ADHERE TO ROOFING MEMBRANE
DECKING ON 2x6 DECK JOISTS @ 16" O.C. ON
BUZON PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
2" REALSTONE CAP; SEE SCHEDULE FOR
SELECTION
2x NAILING PLATE; SCREWED OR BOLTED TO
STEEL BEAM FLANGE
KEUKA ITHACA STYLE CABLE RAILING WITH
POWDER COATED ALUMINUM POSTS AND
ALUMINUM TOP RAIL, COLOR - RAVEN BLACK
SCALE: 3/4" = 1'-0"
A Garage Wall Section
A4.01
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A4.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Wall Section B
Drawing:
Wall Section B
Scale:
3/4" = 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: CLOSE ANDSECURE ANY/ALL ACCESSOPENINGS IN WALLS/FLOORS/CEILINGS AFTERMODULE SET.NOTE: CLOSE ANDSECURE ANY/ALL ACCESSOPENINGS IN WALLS/FLOORS/CEILINGS AFTERMODULE SET.14" LVL CONTINUOUS HEADER5/8" DRYWALL ON 2x FRAMING(2) LAYERS R-19 INSULATION, UNFACED, +/- 2'WIDERIM JOIST, SEE MC SHOP DRAWINGS.2x6 BOTTOM PLATEBASE; SEE FINISH SCHEDULE AND DETAILWARMBOARD OVER 3/4" SHEATHING (GLUED &SCREWED) OVER 2x10's @ 16" O.C. SOLID 2x10BRACING AT CENTER SPANFINISHED FLOOR; SEE FINISH SCHEDULE AND FLOORPLANS FOR MATERIALS AND SCOPE CLARIFICATIONGASKET AT SEAMPAC ANCHOR-TITE COPING 4.5; INSTALL PERMANUFACTURER'S SPECIFICATIONS14" LVL RIM JOISTROOF; 5/8" ZIP SHEATHING (EXT.), GLUED & NAILED,OVER LVL STRUCTURE (SEE FRAMING DRAWINGS)90 MIL EPDM OVER 5" RIGID INSULATION (R-25 MIN);STAGGER JOINTS HORIZONTALLY & VERTICALLY; TOPLAYER INSULATION TAPERED 1/4"/FT. FOR DRAINAGE;SEE SPECIFICATIONS FOR MEMBRANE SELECTION.HOLES FOR WIRING AND PLUMBING ASSUPPLIED BY SUPERIOR WALLS2x6 PT SILL PLATES ON NEOPRENE SILLGASKET(BETWEEN ALL PLATES); ATTACH WITHBOLTS AND WASHERS AS SUPPLIED BYSUPERIOR WALLS. MIN 2 BOLTS PER BOARD,MAX 4'-0" O.C.DOUBLE 2x12 RIM JOIST2x6 SILL PLATEWOOD BASE; SEE FINISH SCHEDULE AND DETAILFINISHED FLOOR, SEE FINISH SCHEDULEWARMBOARD OVER 3/4" SHEATHING (GLUED &SCREWED) OVER 2x10's @ 16" O.C. SOLID 2x10 BRACINGAT CENTER SPANCLOSED CELL FOAM INSULATION AT RIM JOIST(R-30 MIN)5/8" DRYWALL MAY OCCUR, SEE FINISHSCHEDULEHOLD VENEER 6" MIN UP FROM GRADESTONE VENEER ON MVIS VENEER MORTAR BYLATICRETE. APPLY VENEER MORTAR DIRECTLYTO POWER WASHED SUPERIOR WALLSSURFACE. SEE ELEVATIONS AND SPECS FORSTONE SELECTION.PAC ANCHOR-TITE COPING 4.5; INSTALL PERMANUFACTURER'S SPECIFICATIONSROOF; 5/8" ZIP SHEATHING (EXT.), GLUED &NAILED, OVER 2x12's @ 12" O.C. FILLED W/ 3"CLOSED CELL SPRAY FOAM & 5.5" OF ROXULINSULATION (R-42.5)AMERICAN HYDROTECH 6125 MONOLITHICMEMBRANE ROOFING OVER 1/2" OVERBOARDOVER 2 LAYERS RIGID INSULATION; STAGGERJOINTS HORIZONTALLY & VERTICALLY; TOPLAYER INSULATION TAPERED 1/4"/FT. FORDRAINAGE; (MIN R-VALUE: 25).2x6 WALL; (R-36 MIN); 2x6's @ 16" O.C. BETWEEN 5/8"DRYWALL (INT.) & 5/8" ZIP SHEATHING (EXT.), FILLEDWITH CLOSED CELL FOAM INSULATION (R 36). ALLSHEATHING SEAMS TAPED WITH ZIP TAPE.CLADDING, SEE EXTERIOR FINISH SCHEDULES FORATTACHMENT AND FINISH. FURRING TO ALIGN WITHWALL STUDS.3" CLOSED CELL INSULATION + 5 1/2" ROXULINSULATION. (R-42.5)Xi SUPERIOR WALL FOUNDATION SYSTEM;COMPONENTS INCLUDE CONCRETE STUD,WRAPPED IN EPS INSULATION; VERTICAL #4REBAR INSIDE EACH STUD W/ GALVANIZEDSTEEL FACING. WALL R-VALUE: 12.54" PERFORATED EXTERIOR FOUNDATION DRAINWRAPPED WITH FILTER FABRIC. SEE CIVILDRAWINGS.4" CONCRETE SLAB. W/ 6X6 WWF2" CLOSED CELL SPAY FOAM INSULATION (R-13);INSTALLED IN FIELD24" CONCRETE FOOTING W/ (3) #5CONTINUOUS, BOTTOM. DEPTH VARIES.COMPACTED GRAVEL BACKFILL TO 6" BELOWFINISHED GRADE6" TOPSOIL (BY OWNER) OR OTHER FINISHEDGRADE TREATMENT PER LANDSCAPEDRAWINGSUNDER SLAB LATERALS. SEE CIVIL#5 BARS @ 48" O.C.SUPERIOR WALLS BOLTED TO FOUNDATION.SEE DETAIL.SEE ELEVATIONS ANDCLADDING DETAILS FORFOUNDATION WALLTREATMENT.2x6 WALL; (R-36 MIN); 2x6's @ 16" O.C. BETWEEN 5/8"DRYWALL (INT.) & 5/8" ZIP SHEATHING (EXT.), FILLEDWITH CLOSED CELL FOAM INSULATION (R 36). ALLSHEATHING SEAMS TAPED WITH ZIP TAPE.TOTAL ROOF R VALUE = 67.5MIRADRAIN 6000 DRAINAGE SYSTEM, OREQUAL;INSTALL PER MANUF. SPECIFICATIONS.EARTH BACKFILL PER GEOTECH REPORT.BALLAST TBD BY LCSEE BUILDING SECTIONS SEE BUILDING SECTIONS2x4 CONTINUOUS TOP PLATECEILING: 5/8" DRYWALL; SEE SPECIFICATIONS FORLEVEL OF FINISHPARAPET WALL; 2x4's @ 16" O.C. BETWEEN 5/8" ZIPSHEATHING (EACH SIDE)BASE TIE-IN PER MANUFACTURERS SPECS.2x PARAPET WALL CAP (RIPPED TO WIDTH); FIELDINSTALLED FOR COPINGWRAP MEMBRANE TO FRONT OF WALL. PROVIDE .10 x1" ALUMINUM TERM BAR BY BEST MATERIALS OREQUAL.2x PARAPET WALL CAP (RIPPED TO WIDTH);FIELD INSTALLED FOR COPINGWRAP MEMBRANE TO FRONT OF WALL.PROVIDE .10 x 1" ALUMINUM TERM BAR BYBEST MATERIALS OR EQUAL.5/8" DRYWALL MAY OCCUR; SEE BUILDINGSPECIFIC DRAWINGSWOOD BASE MAY OCCUR; SEE FINISHSCHEDULE AND DETAILSLAB CONTINUES TO INSULATION BETWEENSUPERIOR WALL STUDS.R-13 BATT INSULATIONTOTAL WALL R VALUE:25.5R-19 BATT INSULATIONBELOW WARMBOARD6/4 INTERIOR WINDOW SILL ON 2x2BLOCKING; SEE FINISH SCHEDULE FORSELECTIONDROPPED 5/8" DRYWALLCEILING; CEILINGDRYWALL TO BESUPPORTED BY USGSUSPENSION GRIDSYSTEM OR APPROVEDEQUALFIBERGLASS BATTINSULATION BELOWWARMBOARDAPPROX. FINISH GRADE WITH POSITIVE SLOPE(5%) AWAY FROM DWELLING (6" per 10' MIN.)STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
SCALE: 3/4" = 1'-0"B House Wall SectionA4.02 State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 01 Reversed Roof Pitch 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A4.03
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Wall Section C
Drawing:
Wall Section C
Scale:
1/2" = 1'-0", 3/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: CLOSE ANDSECURE ANY/ALL ACCESSOPENINGS IN WALLS/FLOORS/CEILINGS AFTERMODULE SET.NOTE: CLOSE ANDSECURE ANY/ALL ACCESSOPENINGS IN WALLS/FLOORS/CEILINGS AFTERMODULE SET.DOUBLE 2x12 RIM JOIST2x6 SILL PLATEWOOD BASE; SEE FINISH SCHEDULE ANDDETAILFINISHED FLOOR, SEE FINISH SCHEDULEWARMBOARD OVER 3/4" PLYWOOD SUBFLOORON 2x12 JOIST @ 16" O.C. W/ SOLID BRIDGINGAT CENTER OF SPAN.2x6 WALL; (R-36 MIN); 2x6's @ 24" O.C. MAXBETWEEN 5/8" DRYWALL (INT.) & 5/8" ZIPSHEATHING (EXT.), FILLED WITH CLOSED CELLFOAM INSULATION (R 36). ALL SHEATHINGSEAMS TAPED WITH ZIP TAPE.14" LVL CONTINUOUS HEADER5/8" DRYWALL ON 2x FRAMING(2) LAYERS R-19 INSULATION, UNFACED, +/- 2'WIDERIM JOIST, SEE MC SHOP DRAWINGS.2x6 BOTTOM PLATEBASE; SEE FINISH SCHEDULE AND DETAILWARMBOARD OVER 3/4" SHEATHING (GLUED &SCREWED) OVER 2x10's @ 16" O.C. SOLID 2x10BRACING AT CENTER SPANFINISHED FLOOR; SEE FINISH SCHEDULE ANDFLOOR PLANS FOR MATERIALS AND SCOPECLARIFICATIONGASKET AT SEAM5/8" ZIP SHEATHINGCLADDING, SEE EXTERIOR FINISH SCHEDULESFOR ATTACHMENT AND FINISH. FURRING TOALIGN WITH WALL STUDS.STONE VENEER ON MVIS VENEER MORTAR.APPLY VENEER MORTAR DIRECTLY TO POWERWASHED SUPERIOR WALLS SURFACE. SEEELEVATIONS AND SPECS FOR STONESELECTION.CLADDING, SEE EXTERIOR FINISH SCHEDULESFOR ATTACHMENT AND FINISH. FURRING TOALIGN WITH WALL STUDS.2x6 WALL; (R-36 MIN); 2x6's @ 24" O.C. MAXBETWEEN 5/8" DRYWALL (INT.) & 5/8" ZIPSHEATHING (EXT.), FILLED WITH CLOSED CELLFOAM INSULATION (R 36). ALL SHEATHINGSEAMS TAPED WITH ZIP TAPE.THERMORY SOFFITTOTAL ROOF R VALUE = 65.5Xi SUPERIOR WALL FOUNDATION SYSTEM;COMPONENTS INCLUDE CONCRETE STUD,WRAPPED IN EPS INSULATION; VERTICAL #4REBAR INSIDE EACH STUD W/ GALVANIZEDSTEEL FACING. WALL R-VALUE: 12.54" PERFORATED EXTERIOR FOUNDATION DRAINWRAPPED WITH FILTER FABRIC. SEE CIVILDRAWINGS.4" CONCRETE SLAB. SEE BUILDING SPECIFICDRAWINGS FOR SPECIFICATIONS.2" CLOSED CELL SPAY FOAM INSULATION(R-13); INSTALLED IN FIELD24" CONCRETE FOOTING W/ (3) #5CONTINUOUS, BOTTOM. DEPTH VARIES.COMPACTED GRAVEL BACKFILL TO 6" BELOWFINISHED GRADEEMIL PAVER ON 4" CRUSHED STONE; PATIOELEVATION 3" BELOW BOTTOM OF DOORUNDER SLAB LATERALS. SEE CIVIL12" CONCRETE BLOCK, ALL CORES GROUTEDSOLID.#5 BARS @ 48" O.C.MIRADRAIN 6000 DRAINAGE SYSTEM, OR EQUAL;INSTALL PER MANUF. SPECIFICATIONS.3" CLOSED CELL INSULATION (R19.5)LVL RAFTERS PER MC SHOP DRAWINGS,SHAPED AS INDICATEDCOR-A-VENT S400 STRIP VENT IN EACH BAY.1x THERMORY FASCIA TRIM2x6 FASCIA BOARDLOW SIDE EAVE DETAIL PER ROOFINGMANUFACTURER.LOW SLOPE STANDING SEAM METAL ROOFINGPER SPECIFICATIONS ON GRACE ULTRA SELFADHERED UNDERLAYMENT FOR HIGHTEMPERATURE APPLICATIONS.(2) LAYERS 5.5" ROXUL INSULATION (R-46)2x12 RIM JOIST(3) 14" LVL'sSEE BUILDING SECTIONS SEE BUILDING SECTIONS121.56A5.04 2x10 PT SILL PLATES ON NEOPRENE SILLGASKET; ATTACH WITH BOLTS AND WASHERSAS SUPPLIED BY SUPERIOR WALLS. MIN 2BOLTS PER BOARD, MAX 4'-0" O.C.CLOSED CELL FOAM INSULATION AT RIM JOIST(R-30 MIN)5/8" DRYWALL MAY OCCUR, SEE FINISHSCHEDULEWRAP ZIP TAPE TO COVER END OF SHEATHING;PROVIDE AND INSTALL 2" WIDE STRIP OF 5/8"EXTERIOR PLYWOOD TO COVER SILL PLATE.PROVIDE AND INSTALL INSECT PROTECTION ATBOTTOM OF FURRING.4" CONTINUOUS TOP PLATEHOLES FOR WIRING AND PLUMBING ASSUPPLIED BY SUPERIOR WALLS5/8" DRYWALL MAY OCCUR; SEE BUILDINGSPECIFIC DRAWINGSWOOD BASE MAY OCCUR; SEE FINISHSCHEDULE AND DETAILSLAB CONTINUES TO INSULATION BETWEENSUPERIOR WALL STUDS.SUPERIOR WALLS BOLTED TO FOUNDATIONPER SWA DETAILS.R-13 BATT INSULATIONSEE ELEVATIONS ANDCLADDING DETAILS FORFOUNDATION WALLTREATMENT.R-19 BATT INSULATIONBELOW WARMBOARDFIBERGLASS BATTINSULATION BELOWWARMBOARDBLOCKING AS REQ'DEMIL PAVER PATIO WITH POSITIVE SLOPE(5%) AWAY FROM DWELLING (6" per 10' MIN.); LOCATION OF STEEL BEAM AND WINDOWFROM EDGE OF SUPERIOR WALL5.01 SCALE: 3/4" = 1'-0"C House Wall SectionA4.03 State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A4.90
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Fire Rated Assemblies
Drawing:
Fire Rated Assemblies
Scale:
1' = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
UL U407 or GA WP 0700 -
Featured
Interior Partitions -Wood Stud (Load-
bearing)
Fire
Rating
0.5 hour
System
Thickness
4-3/4"
Gypsum Board - 5/8 in. thick gypsum board
applied horizontally or vertically
USG Sheetrock® Brand UltraLight Panels
Firecode30® - 5/8" (UL Type FC30)
Wood Studs - 2 in. x 4 in. wood studs
spaced max. 16 in. OC
Gypsum Board - 5/8 in. thick gypsum board
applied horizontally or vertically
USG Sheetrock® Brand UltraLight Panels
Firecode30® - 5/8" (UL Type FC30)
Stud size is minimum unless otherwise
stated in design.
For the most up-to-date information refer to
the UL Fire resistance directory U407 ! ·
Assembly Options
UL L501
Wood Dimensional Lumber
Fire
Rating
Unrestrained‐1 hour
System
Thickness
N/A
[CK-6412-7 based on 1-1/4" nom. wood
7oor]
Floor Underlayment - Min. 3/4 in. (19 mm)
thick, min. compressive strength 1800 psi
USG Levelrock® Brand Floor Underlayment
2500 (UL Type LRK)
USG Levelrock® Brand Floor Underlayment
4500 (UL Type HSLRK)
USG Levelrock® Brand Floor Underlayment
3500 (UL Type LRK)
Sub7oor - 15/32 in. (12 mm) thick plywood
underlayment
Structural Members - Nom. 2 in. (51 mm)
by 10 in. (254 mm) max. 16 in. (406 mm)
OC
Gypsum Board - 5/8 in. (16 mm) thick
gypsum board
USG Sheetrock® Brand AR Firecode® X
Panels - 5/8" (16 mm) (UL Type AR)
USG Sheetrock® Brand UltraLight Panels
Firecode® X - 5/8" (16 mm) (UL Type ULIX)
USG Sheetrock® Brand Firecode® X Panels -
5/8" (16 mm) (UL Type SCX)
USG Sheetrock® Brand Foil-Backed Gypsum
Panels (Regular and Firecode® X) - 1/2" or
5/8" (12 mm or 16 mm) (UL Type SCX)
USG Sheetrock® Brand Glass-Mat Panels
Mold Tough® AR Firecode® X - 5/8" (16 mm)
(UL Type AR)
USG Sheetrock® Brand Glass-Mat Panels
Mold Tough® VHI Firecode® X - 5/8" (16
mm) (UL Type AR)
USG Sheetrock® Brand Gypsum Base
Imperial®, Firecode® X - 1/2" or 5/8" (12 mm
or 16 mm) (UL Type IP-X2)
USG Sheetrock® Brand Gypsum Base
Imperial®, Firecode® X - 5/8" (16 mm) (UL
Type IP-X1)
USG Sheetrock® Brand MH Gypsum Base
Board Firecode® C - 5/8" (16 mm) (UL Type
C)
USG Sheetrock® Brand MH Gypsum Base
Board Firecode® X - 5/8" (16 mm) (UL Type
SCX)
USG Sheetrock® Brand Mold Tough® AR
Firecode® X Panels - 5/8" (16 mm) (UL Type
AR)
USG Sheetrock® Brand Mold Tough®
Firecode® C Panels - 1/2" or 5/8" (12 mm or
16 mm) (UL Type C)
USG Sheetrock® Brand Mold Tough®
Firecode® X Panels - 5/8" (16 mm) (UL Type
SCX)
USG Sheetrock® Brand Mold Tough® VHI
Firecode® X Panels - 5/8" (16 mm) (UL Type
AR)
USG Sheetrock® Brand Firecode® C Panels -
1/2" or 5/8" (12 mm or 16 mm) (UL Type C)
Stud size is minimum unless otherwise
stated in design.
For the most up-to-date information refer to
the UL Fire resistance directory L501 ! ·
Assembly Options
MIN
**(SEE NOTES BELOW)
**
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 02 Flat Ceilings 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.03
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1:2.39, 1" = 1'-0", 1 1/2"= 1'-0", 3"
= 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.
TITLE
DRAWING NO. DRAWN BY
XGard 2.0
NP019-A-0-A CCD DMMH 08/12/2013DATE
MATERIAL:
SUPPLIED HARDWARE:
OTHER:
6005A T61
The Right Way!
METAL ROOF INNOVATIONS, LTD.
8655 TABLE BUTTE RD
COLORADO SPRINGS, CO 80908
719-495-0518
719-495-0045 (FAX)
EST ASSEMBLY WEIGHT :
SCALE:
S-5!® PRODUCTS ARE PROTECTED BY MULTIPLE U.S. PATENTS INCLUDING 5,228,248, 5,983,588 AND6,164,033 (OTHERS ISSUED AND PENDING). EUROPEAN PATENTS ARE ALSO APPLIED FOR AND PENDINGUNDER THE PATENT COOPERATION TREATY WITH DIVISIONAL FILING RIGHTS RETAINED. METAL ROOFINNOVATIONS , LTD. (LICENSOR OF S-5!® TECHNOLOGY) AGGRESSIVELY PROSECUTES PATENT
INFRINGEMENT.
FOR STANDING SEAM SPECIFIC MECHANICAL LOAD TEST
INFORMATION AND CLAMP INSTALLATION INFORMATION
PLEASE VISIT: WWW.S-5.COM
3.27"
5.28"
8.57"
1.50"
3.2"
6.4"
PIPE STRAP
M8 HEX FLANGE BOLT
#8 TEK SCREW
M8 HEX FLANGE BOLT
S-5-CLAMP
2" (WALL: .075") NEX2PIPE
#8 TEK SCREW
S-5-CLAMP
2" (WALL: .075") NEX2
PIPE
.200"
10.960"
LOAD CALC FOR PIPE ONLY 3"3'-0" MAX OC.
KUEKA STUDIOS, ITHICA STYLE; CABLE
RAIL W/ HANDRAIL; SEE
SPECIFICATIONS FOR COLOR AND
HANDRAIL MATERIAL
SURFACE MOUNT PER
MANUFACTURER RECOMMENDATIONS
5/8" 111/4" 3"7 1/4" ROXUL INSULATION
3" CLOSED CELL INSULATION (R19.5)
16" LVL CEILING STRUCTURE PER MC
SHOP DRAWINGS, SHAPED AS
INDICATED
COR-A-VENT S400 STRIP VENT IN EACH
BAY.
WRAP MEMBRANE ONTO SHEATHING,
UNDER TRIM PIECE
1x WOOD TRIM
BEAM, SEE MC SHOP DRAWINGS
5" MIN (R-25) RIGID INSULATION ON TOP
OF SHEATHING, TAPERED PER ROOF
PLAN.
1/2" PROTECTION BOARD
EPDM ROOFING DOWN KNEE WALL, AND
ONTO FLAT ROOF AREA.
14" LVL CEILING STRUCTURE PER MC
SHOP DRAWINGS
2x6 FASCIA BOARD
HIGH SIDE EAVE DETAIL PER ROOFING
MANUFACTURER.
LOW SLOPE STANDING SEAM METAL
ROOFING PER SPECIFICATIONS ON
GRACE ULTRA SELF ADHERED
UNDERLAYMENT FOR HIGH
TEMPERATURE APPLICATIONS.
3" CLOSED CELL INSULATION.
(2) LAYERS 5.5" ROXUL INSULATION (R-46)
2X12 RIM JOIST
2X6 RIM JOIST
14" LVL RIM JOIST
5/8" GYP BD CEILING
1/2" OSB COMPRESSION STRIP
5/8" 61/8"
1/2"33/8" 31/8" 1/4"
63/4"
SEE CLADDINGDETAILS33/4"1/4" 1"11/4"1/2"
MINIMAL EXPANDING FOAM RATED FOR
USE AT WINDOWS
INSTALLATION BRACKET SUPPLIED BY
WINDOW MANUFACTURER: 6"-8" FROM
CORNER AND 24" MAX IN FIELD.
EXTERIOR CLADDING. SEE BUILDING
ELEVATIONS AND CLADDING DETAILS
UNILUX TURN-TILT WINDOW;
INSTALLATION BY MC
25mm SILL EXTENSION SUPPLIED BY
WINDOW MANUFACTURER; INSTALLED BY
UNILUX
EXTERIOR CLADDING. SEE ELEVATIONS,
SPECIFICATIONS, AND DETAILS IN SECTION 35.
FILL SHIM SPACE WITH MINIMAL
EXPANDING FOAM RATED FOR USE AT
WINDOWS (1/2" SHIM SPACE ALL SIDES)
1 1/2" BLOCKING AT SILL. (LEAVE SPACES
FOR CLIPS AS REQUIRED.)
WD/ALUM. UNILUX UNIT; HOLD UNIT 1/4"
BACK FROM SHEATHING (TYP.)
MOUNTING BRACKET SUPPLIED BY
UNILUX; INSTALLED BY MC
RUBBER GASKET
SNAP ON END CAP (2 PER
WINDOW)
ALUMINUM SILL
(pre-cut to fit opening)
1/2" x 1 1/2" CONTINUOUS OSB BLOCKING,
CENTERED ON SILL EXTENSION.
WD/ALUM. UNILUX UNIT; HOLD UNIT 1/4"
BACK FROM SHEATHING (TYP.)INTERIORINTERIOREXTERIORTYPICAL JAMB
HEAD EXTERIOR SILL
SHIP LOOSE ITEMS:
1. ALUMINUM SILL (custom lengths for each unit) w/
(2) END CAPS PER WINDOW. SEE CLADDING
DETAILS FOR SILL DEPTH.
2. RUBBER GASKET FOR SILL INSTALLATION.
33/8" 31/8" 1/4"
6/4 INTERIOR WINDOW SILL ON 2x2
BLOCKING; SEE FINISH SCHEDULE FOR
SELECTION
EXTERIOR CLADDING BEYOND. SEE
BUILDING ELEVATIONS AND CLADDING
DETAILS
CORNER BEAD
WRAP SECOND LAYER OF ZIP TAPE ONTO
WINDOW FRAME +/- 1/2" PRIOR TO FOAM
INSTALLATION, HEAD AND JAMBS.
FILL SHIM SPACE WITH MINIMAL
EXPANDING FOAM RATED FOR USE AT
WINDOWS (1/2" SHIM SPACE ALL SIDES)
TEAR AWAY BEAD AT FRAME
5/8" DRYWALL; SEE FINISH SCHEDULE FOR
FINISH LEVEL
WALL BY MC; SEE WALL SECTIONS
MOUNTING BRACKETS SUPPLIED BY
UNILUX; INSTALLED BY MC
WRAP 6" ZIP TAPE INTO R.O. PER
MANUFACTURER RECOMMENDATIONS,
ALL SIDES PRIOR TO INSTALLING
WINDOWS.
CUT AND FOLD OUTER LAYER OF ZIP TAPE
AT BOTTOM CORNERS OF JAMB; BEYOND
TRIM OFF EXCESS FOAM AT CORNERS AS
REQUIRED AFTER DRYING.
WRAP 6" ZIP TAPE INTO R.O. PER
MANUFACTURER RECOMMENDATIONS,
ALL SIDES PRIOR TO INSTALLING
WINDOWS.
WRAP SECOND LAYER OF ZIP TAPE ONTO
WINDOW FRAME +/- 1/2" PRIOR TO FOAM
INSTALLATION, HEAD AND JAMBS.
WRAP 6" ZIP TAPE INTO R.O. PER
MANUFACTURER RECOMMENDATIONS,
ALL SIDES PRIOR TO INSTALLING
WINDOWS.
WRAP SECOND LAYER OF ZIP TAPE ONTO
WINDOW FRAME +/- 1/2" PRIOR TO FOAM
INSTALLATION, HEAD AND JAMBS.
63/4"
61/4"5"RIM JOIST ON 5/8" WOOD COMPRESSION STRIP
EXTERIOR WALL CONSTRUCTION PER MC SHOP
DRAWINGS.
PAC-TITE GOLD COPING 4.5; INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
3" CLOSED CELL INSULATION (R-19.5)
ROOF; 5/8" ZIP SHEATHING (EXT.), GLUED &
NAILED, OVER 14" LVL's PER MC SHOP
DRAWINGS.
MEMBRANE ROOFING OVER 1/2" PROTECTION
BOARD OVER 5" MINIMUM RIGID INSULATION;
INSULATION TAPERED 1/4"/FT. FOR DRAINAGE.
SEE SPECIFICATIONS FOR MEMBRANE
SELECTION.
CLADDING PER SPECIFICATIONS AND
ELEVATIONS.
5-1/2", R-23 ROXUL INSULATION HELD IN PLACE
WITH SIMPSON "IS" TYPE (OR EQUAL) INSULATION
SUPPORTS SIZED PER JOIST SPACING
PROVIDE DRYWALL FINISH LEVEL PER
SPECIFICATIONS.MIN.CEILING: 5/8" DRYWALL
PARAPET WALL; 2x4's @ 24" O.C. BETWEEN 5/8"
ZIP SHEATHING (EACH SIDE)
2x PARAPET WALL CAP; FIELD INSTALL FOR
COPING
5.02
SCALE: 1:2.39
1 Details: Snow Guard
A5.03 SCALE: 1" = 1'-0"
2 Railing Detail
A5.03 SCALE: 1 1/2"= 1'-0"
3 Monopitch Roof At Peak
A5.03
SCALE: 3" = 1'-0"
4 Window HJS
A5.03
SCALE: 1 1/2"= 1'-0"
5 Standard Parapet Wall
A5.03
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.04
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1 1/2"= 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.
NOTE: FINISHED FLOORING
SCOPE MAY VARY BY
MODULE. REFER TO PLANS
AND SPECIFICATIONS FOR
CLARIFICATION.
101/4"5/8" 111/4" 3/4"1'-0"DBL. 2x10 PT SILL PLATE ON NEOPRENE SILL GASKET
(BETWEEN ALL SILL PLATES); ATTACH WITH BOLTS AND
WASHERS AS SUPPLIED BY SUPERIOR WALLS. MIN 2 BOLTS
PER BOARD, MAX 4'-0" O.C.
DOUBLE RIM JOIST PER MC SHOP DRAWINGS
BASE; SEE FINISH SCHEDULE AND DETAIL
FINISHED FLOOR OVER WARMBOARD, SEE FINISH SCHEDULE
FLOOR STRUCTURE PER MC SHOP DRAWINGS; FILL CAVITIES
WITH FIBERGLASS ACOUSTIC BATT INSULATION.
VERIFY TERMITE SHIELD REQUIREMENTS W/ TABLE R301.2(6)
IN THE IRC & WITH LOCAL JURISDICTION. IF REQUIRED,
INSTALL CONTINUOUS METAL TERMITE SHIELD BETWEEN
TWO LAYERS OF SILL SEALER. SHIELD SHALL EXTEND
BEYOND INSULATION ON INTERIOR. SEE IRC SECTION R318
FOR MORE INFORMATION.
2x8 WALL PER MC SHOP DRAWINGS, FILLED WITH CLOSED
CELL FOAM INSULATION (R 36). ALL SHEATHING SEAMS
TAPED WITH ZIP TAPE.
CLADDING, SEE SPECIFICATIONS FOR ATTACHMENT AND
FINISH. FURRING TO ALIGN WITH WALL STUDS. PROVIDE
INSECT PROTECTION IN SHIM SPACE AT BOTTOM AND TOP.
STONE VENEER ON MVIS VENEER MORTAR. APPLY VENEER
MORTAR DIRECTLY TO POWER WASHED SUPERIOR WALLS
SURFACE. SEE ELEVATIONS AND SPECS FOR STONE
SELECTION.
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
2x6 FRAMING @ 16" O.C. FILLED W/ CLOSED CELL FOAM
INSULATION
INSULATE JOIST SPACE WITH CLOSED CELL FOAM FROM RIM
JOIST TO BLOCKING.
FINISH SHEATHING AS REQUIRED, SEAL BOTTOM CORNER
WITH ZIP TAPE.
SIDING MATERIAL WRAPS FOR SOFFIT
SWA FOUNDATION WALL; SEE SHOP DRAWINGS FOR
ADDITIONAL INFORMATION.
EXTERIOR CLADDING. SEE ELEVATIONS AND
SPECIFICATIONS.
FILL SHIM SPACE WITH MINIMAL
EXPANDING FOAM RATED FOR USE AT
WINDOWS (1/2" SHIM SPACE ALL SIDES)
MOUNTING BRACKET SUPPLIED BY
UNILUX; INSTALLED BY MC
TEAR AWAY BEAD AGAINST WINDOW FRAME
BASE BELOW
INTERIOR
EXTERIOR
SHIM OUT WALL AS REQUIRED, MIN 1 1/2"
1 1/2" RIGID INSULATION
5/8" DRYWALL; FINISH PER SPECIFICATIONS
STRUCTURE PER MC SHOP DRAWINGS
SITE INSTALLED THRUST BEAM PER MC SHOP
DRAWINGS
CLEAR ANODIZED, EXTRUDED ALUMINUM
(.050" NOMINAL WALL THICKNESS),
CORNER MOLD W/ 3/4" FACE FLANGE
WOOD SIDING. MITER CORNERS AT
ALUMINUM TRIM PIECE.
1x4 PT FURRING
3/4" PT FURRING STRIP
MIN 2 SUPPORTS FOR ALL BOARDS
WOOD CLADDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO CORNER
OF TONGUE ON 45° ANGLE TO PT FURRING.
FURRING TO ALIGN WITH WALL STUDS.
ZIP SHEATHING OVER MODULE FRAMING
1/2" MDF SHEATHING; PAINTED
(5) WOOD VENEER PLYWOOD SHELVES
(2) 2'-0" x 7'-0" SOLID WOOD DOORS; APPLY
WOOD SIDING TO DOORS SO THEY APPEAR
HIDDEN
USE WOOD MATERIAL TO HIDE ALL
EXPOSED ROUGH FRAMING MATERIAL OR
I.L.O. FURRING WHEN NECESSARY
11/2"5/8" 51/2"5/8"81/4"67/8"67/8" 3/4"3/4"WALL; SEE MC SHOP DRAWINGS
WOOD SIDING. MITER CORNERS AT
ALUMINUM TRIM PIECE.
CLEAR ANODIZED, EXTRUDED ALUMINUM
(.050" NOMINAL WALL THICKNESS),
CORNER MOLD W/ 3/4" FACE FLANGE
WOOD SIDING. END MATCHED JEM™ JOINT
DOES NOT NEED TO FALL ON SUPPORT;
VERIFY MATERIAL AND WHERE JOINT
NEEDS TO MEET
MIN 2 SUPPORTS FOR ALL BOARDS
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO
CORNER OF TONGUE ON 45° ANGLE TO
PT FURRING. FURRING TO ALIGN WITH
WALL STUDS.
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO CORNER
OF TONGUE ON 45° ANGLE TO PT FURRING.
FURRING TO ALIGN WITH WALL STUDS.
5/8" ZIP SHEATHING ALL SEAMS TAPED
CLEAR ANODIZED, EXTRUDED
ALUMINUM (.050" NOMINAL WALL
THICKNESS), CORNER MOLD W/ 3/4"
FACE FLANGE
WOOD SIDING
1x4 PT FURRING
1x4 PT FURRING
1x4 PT FURRING
3/4" PT FURRING STRIP
5-1/2" CLOSED CELL FOAM INSULATION
(R-36) 5-1/2" CLOSED CELL FOAM INSULATION
(R-36)
5-1/2" CLOSED CELL FOAM INSULATION
(R-36)
5-1/2" CLOSED CELL FOAM INSULATION
(R-36)
PT FURRING, ALIGN WITH STUDS
2x6 WALL BY MANUFACTURER
3/4" PT FURRING STRIP
VERTICAL SECTION
INSIDE CORNER OUTSIDE CORNER HORIZONTAL SECTION
VERIFY WITH PROJECT DRAWINGS10 1/4"1'-03/4"4"STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO
POWER WASHED SUPERIOR WALLS
SURFACE. SEE ELEVATIONS AND SPECS
FOR STONE SELECTION.
HOLD VENEER 4" MIN UP FROM GRADE
SEE ELEVATIONS AND CLADDING DETAILS
FOR CLADDING AT EXTERIOR WALLS.
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
INSECT PROTECTION AT BOTTOM OF
FURRING
1/4" AIR GAP BETWEEN STONE AND SIDING
BREAK METAL FLASHING, COLOR TO
MATCH WINDOW SILLS
PROVIDE AND INSTALL MOD STRAPS PER
MC SHOP DRAWINGS. (LC PROVIDES AND
ATTACHES TO SILL PLATE, SET CREW
ATTACHES TO RIM JOIST)
WRAP ZIP TAPE ONTO SUPERIOR WALL
APPROX. FINISH GRADE WITH POSITIVE SLOPE
(5%) AWAY FROM DWELLING (6" per 10' MIN.)
INSECT PROTECTION AT BOTTOM OF FURRING
BREAK METAL FLASHING, COLOR TO MATCH
WINDOW SILLS
2x10 PT SILL PLATE ON NEOPRENE SILL
GASKET; ATTACH TO STEEL AS REQ'D
5/8" DRYWALL
WRAP ZIP TAPE TO COVER END OF SHEATHING;
PROVIDE AND INSTALL STRIP OF 5/8" EXTERIOR
PLYWOOD TO COVER SILL PLATE AND
BLOCKING.
BLOCKING AS REQ'D TO ATTACH PLYWOOD
AND DRYWALL AT STEEL BEAM
UNILUX WINDOW UNIT; SET BACK 21/8" FROM
EDGE OF SUPERIOR WALL
DRYWALL RETURNS TO UNILUX WINDOW; TEAR
AWAY BEAD ALONG WINDOW
W12x30 STEEL BEAM; SET BACK 21/8" FROM
EDGE OF SUPERIOR WALL; INSULATE ON BOTH
SIDES OF BEAM
STONE VENEER ON MVIS VENEER MORTAR (BY
LATICRETE) ON 1/2" CEMENT BOARD ON 1x PT
FURRING. SEE ELEVATIONS AND SPECS FOR
STONE SELECTION.
2x FRAMING FOR WINDOW, DRYWALL, AND
EXTERIOR TRIM ATTACHMENT; ATTACH TO
STEEL AS REQ'D
TOP OF SUPERIOR WALL
BEYOND; STEEL BEAM TO
BEAR ON SUPERIOR WALL SELF ADHESIVE EPDM FLASHING OVER METAL
FLASHING; ALLOW AIR SPACE FOR DRAINAGE
FROM PT FURRING TO WINDOW TRIM
WALL; SEE BUILDING SECTIONS OR
WALL SECTIONS FOR INFORMATION
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO
CORNER OF TONGUE ON 45° ANGLE TO
PT FURRING. FURRING TO ALIGN WITH
WALL STUDS.
WALL; SEE BUILDING SECTIONS OR
WALL SECTIONS FOR INFORMATION
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO
CORNER OF TONGUE ON 45° ANGLE TO
PT FURRING. FURRING TO ALIGN WITH
WALL STUDS.
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
METAL FLASHING
METAL FLASHING
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO
CORNER OF TONGUE ON 45° ANGLE TO
PT FURRING. FURRING TO ALIGN WITH
WALL STUDS.
WALL; SEE BUILDING SECTIONS OR
WALL SECTIONS FOR INFORMATION
BACKER ROD AND SEALANT
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
VERTICAL - METAL/WOOD SECTION - TOP
VERTICAL - METAL/WOOD SECTION - BOTTOM
HORIZONTAL - METAL/WOOD SECTION
STRUCTURAL NOTES:1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements anddetails of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
SCALE: 1 1/2"= 1'-0"
1 Floor Overhang
A5.04 SCALE: 1 1/2"= 1'-0"
2 Living Room Post Detail
A5.04
SCALE: 1 1/2"= 1'-0"
3 Balcony Storage Doors
A5.04
SCALE: 1 1/2"= 1'-0"
4 Cladding Details - Wood
A5.04
SCALE: 1 1/2"= 1'-0"
5 Cladding Transition: Wood to Stone
A5.04 SCALE: 1 1/2"= 1'-0"
6 Steel beam over window in SWA
A5.04 SCALE: 1 1/2"= 1'-0"
7 Cladding Details - Metal
A5.04
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5
03
04
HVAC Strategy Change
Balcony Change
6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.05
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1 1/2"= 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.5"1'-3"101/2" 101/2"
1'-9"75/8" 75/8"1'-31/4"2" ±STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO
POWER WASHED SUPERIOR WALLS
SURFACE. SEE ELEVATIONS AND SPECS
FOR STONE SELECTION.
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
UNILUX LIFT AND SLIDE DOOR SILL
GRACE VAPROSHIELD FLASHING OR EQUAL
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK2x6 PT RIM JOIST FOR DECK FRAMING
2x6 PT DECK FRAMING @ 16" O.C. ON
PEDESTALS
(2) 2x6 PT RIM JOIST FOR RAILING SUPPORT
2x4 PT BLOCKING FOR ADDITIONAL RAILING
SUPPORT; INSTALL IF NEEDED
DECKING; SEE SCHEDULES FOR MATERIAL AND
SIZE BACKER ROD AND SEALANT
EWP FINISHED FLOORING ON WARMBOARD
SHEATHING; SEE FINISH SCHEDULE
FLOOR STRUCTURE; 3/4" PLYWOOD
SUBFLOOR ON 2x12 JOIST @ 16" O.C. W/
SOLID BRIDGING AT CENTER OF SPAN.
SITE BUILT, BENCH WITH STEPS; 2x4 FRAMING
WRAPED IN 3/4"PLYWOOD; BENCH TO BE CLAD
IN EWP FLOORING MATERIAL; RABBIT TREAD
AND RISER, AND ROUND OVER THE EWP
FLOORING EDGE 1/8"
DURA SCUPPER DRAIN (CANTED) #SCP44C
BY MARATHON ROOFING PRODUCTS
INSTALLED WITH ROOFING.
CUT DURA SCUPPER DRAIN BACK AFTER
FINISH CLADDING APPLIED; ENOUGH FOR
WATER TO RUN OUT SCUPPER, BUT NOT TO
RUN ONTO WALL.
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING SYSTEM OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS 51/2" 33/4" 91/4" 15/8"BOTTOM OF METAL TO ALIGN WITH
BOTTOM OF METAL @ FRONT ENTRY
WRAP WOOD SIDING AROUND
INTERIOR PERIMETER OF BALCONY TO
UNDERSIDE OF DECK JOISTS
2x10 PT DECK JOISTS @ 16" O.C.;
CANTILEVERED INTO MODULE;
SEE FRAMING PLANS
BACKER ROD AND SEALANT
DECKING; SEE SCHEDULES
2x4 PT FRAMING
Simpson Strong-Tie® HU210, INVERTED;
TYP. OF CANT. BALCONY DECK JOISTS
(2) 2x10's AT DECK PERIMETER
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
WOOD BLOCKING FOR RAILING
MOUNTING; COORDINATE INSTALL WITH
METAL CLADDING INSTALLERS; SOLID
WOOD BLOCKING FROM INSIDE OF
METAL CLADDING TO DECK FRAMING
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK; SIDE
MOUNTED POST ON BALCONY
.040 ALUMINUM, CUSTOM MADE
FLASHING OVER FRAMING AND
METAL CLADDING
BLOCKING BETWEEN DECK JOISTS
FLASHING AS REQ'D
CONTINUE INSULATION UNDER
WARMBOARD
11/4"
3" 6" 6"
DECKING; SEE SCHEDULES
3-3/4" SDS SCREWS; ATTACH AS
DIMENSIONED (TYP. OF 4)
5-3/4" SDS SCREWS THRU SHEATHING
TO WALL; ATTACH AS DIMENSIONED
(TYP. OF 4)11/2" 61/4" 11/2"BOTTOM OF METAL TO ALIGN WITH
BOTTOM OF METAL @ FRONT ENTRY
WRAP WOOD SIDING AROUND
INTERIOR PERIMETER OF BALCONY TO
UNDERSIDE OF DECK JOISTS
(2) 2x10's AT DECK PERIMETER
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
WOOD BLOCKING FOR RAILING
MOUNTING; COORDINATE INSTALL WITH
METAL CLADDING INSTALLERS; SOLID
WOOD BLOCKING FROM INSIDE OF
METAL CLADDING TO DECK FRAMING
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK; SIDE
MOUNTED POST ON BALCONY
.040 ALUMINUM, CUSTOM MADE
FLASHING OVER FRAMING AND
METAL CLADDING
(2) 2x10 PT FRAMING ATTACHED TO
HOUSE WITH SDS SCREWS AS
INDICATED; TYP. OF 2 LOCATIONS; SEE
FRAMING PLANS
BACKER ROD AND SEALANT
2x10 RIM JOIST OF MODULE
2x4 PT FRAMING
FLASHING AS REQ'D
Simpson Strong-Tie® HUC210
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
5.03
5.03
5.03
5.04
5.04
SCALE: 1 1/2"= 1'-0"
1 Deck at Dining Room
A5.05
SCALE: 1 1/2"= 1'-0"
2 Balcony Detail
A5.05
SCALE: 1 1/2"= 1'-0"
3 Balcony Detail
A5.05
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.06
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1 1/2"= 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.103/8"2x4 PT SILL PLATES ON NEOPRENE SILL
GASKET; ATTACH WITH BOLTS AND WASHERS
AS SUPPLIED BY SUPERIOR WALLS. MIN 2
BOLTS PER BOARD, MAX 4'-0" O.C.
DOUBLE 2x12 RIM JOIST
CLOSED CELL FOAM INSULATION AT RIM
JOIST (R-30 MIN)
5/8" DRYWALL MAY OCCUR, SEE FINISH
SCHEDULE
STONE VENEER ON MVIS VENEER MORTAR BY
LATICRETE. APPLY VENEER MORTAR
DIRECTLY TO POWER WASHED SUPERIOR
WALLS SURFACE. SEE ELEVATIONS AND
SPECS FOR STONE SELECTION.
2x6 JOISTS @ 12" O.C.; HUNG FROM
MODULE STRUCTURE; JOIST SPACES
FILLED W/ CLOSED CELL FOAM
(2) 2x4 BLOCKING FOR FRAMING
SUPPORT; GLUE AND NAIL TO FRAMING
HEATED DOWNSPOUT FOR DRAINAGE
OF TERRACE FLOOR; SEE FLOOR
PLANS FOR DOWNSPOUT LOCATION
(2) 2x4's AND ADDT'L BLOCKING; SUPPORT
FOR ROOF FRAMING
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
JOIST HANGER
2-1/4" SDS SCREWS @ 16" O.C.
342 RECTANGULAR PLASTICE WEEP HOLE BY
HOHMANN & BARNARD OR EQUAL @ 24" O.C.5" 2"AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING SYSTEM OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
LIGHTWEIGHT CONCRETE W/ 6x6 W2.9 x 2.9
W.W.F. REINFORCING, SLOPED TO DRAIN;
TAPERED 1/4"/FT.5/8" ZIP SHEATHING; GLUED AND
NAILED TO FRAMING
WRAP ROOF MEMBRANE OVER SUPERIOR
WALL
MORTAR BED; VERIFY DEPTH OF BED FOR
STONE THICKNESS
2" THICK STONE PAVERS W/ NON-SLIP
SURFACE AND SNOWMELT SYSTEM;
COLOR TO BE DETERMINED
BACKER ROD AND SEALANT
METAL FLASHING W/ DRIP EDGE; ATTACH TO
VENEER AS REQ'D3/4"91/4"5/8"63/8"5/8"5'-31/8"
1" 1"1"BOTTOM OF METAL CLADDING TO ALIGN
WITH BOTTOM OF ALPOLIC METAL @
BALCONIES
WOOD CLADDING; SEE SCHEDULES FOR
MATERIAL AND SIZE
METAL CLADDING W/ INTEGRAL COPING;
INSTALL PER MANUFACTURERS SPECS.;
CUSTOM COLOR: RAL8022 (TO MATCH
EXTERIOR WINDOW FRAMES)
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
(2) 11/2"x 91/4" LVL's @ 8" O.C.; SEE
FACTORY FRAMING PLANS
3/4" STRAPPING ATTACHED TO LVL'S
FOR FINISH SOFFIT MATERIAL
ATTACHMENT
5/8" ZIP SHEATHING; GLUED AND
NAILED TO FRAMING
2x10 NAILER FOR SHEATHING AND
STRAPPING
3/4" RIP OF PLYWOOD TO RUN
CONTINUOUS ALONG LVL
WRAP ROOF MEMBRANE OVER PARAPET
5/8" ZIP SHEATHING AROUND PARAPET AND
FACE OF ENTRY ROOF; USE ZIP TAPE AT
ALL JOINTS PER MANUFACTURER'S
RECOMMENDATIONS
COR-A-VENT™ PS-400 STRIP VENT; INSTALL
STRIP VENT AT FRONT AND BACK OF ROOF
STRUCTURE PER MANUFACTURERS
RECOMMENDATIONS
SITE BUILT PARAPET; 2x4's @ 24" O.C.105/8" 7"AMERICAN HYDROTECH 6125
MONOLITHIC MEMBRANE ROOFING
OVER 5/8" ZIP SHEATHING; INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
SCALE: 1 1/2"= 1'-0"
1 Entry Terrace
A5.06
SCALE: 1 1/2"= 1'-0"
2 Entry Roof
A5.06
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.07
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1 1/2"= 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.2"±PEDESTALS; PEDESTAL NEEDS TO BE TALL
ENOUGH TO ALLOW WATER TO FLOW
UNDERNEATH DECK STRUCTURE; DIFF. TYPES
MAY BE REQUIRED TO ACCOMMODATE ROOF
PITCH
STEEL BEAM; SEE STRUCTURAL PLANS FOR
SIZE
2x NAILING PLATE; SCREWED OR BOLTED TO
STEEL BEAM FLANGE
2x10's @ 12" O.C.
JOIST CAVITY FILLED W/ CLOSED CELL SPRAY
FOAM AND 2x6 ROXUL INSULATION
TAPERED INSULATION; PART OF MEMBRANE
ROOF SYSTEM
(3) 2x10's; BLOCKING FOR MODULE BEARING
2x4 NAILER FOR DRYWALL
MODULE SECTION BEING SET ON GARAGE
ROOF FRAMING AND STEEL BEAM
WOOD SIDING, SEE EXTERIOR FINISH
SCHEDULES FOR ATTACHMENT AND FINISH.
FURRING TO ALIGN WITH WALL STUDS.
PAIR OF L 3-1/2"x3-1/2"x1/4 W/ 2 ROWS OF 3/4"
A325N BOLTS
DECKING ON 2x6 DECK JOISTS @ 16" O.C. ON
PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
MODULE MAY REQUIRE SHIMMING; VERIFY
AFTER GARAGE ROOF FRAMING COMPLETE
1'-11/8"2"
PAC-TITE GOLD COPING SYSTEM BY PAC-
CLAD
2x PARAPET CAP NAILER; RIP TO SIZE
CONDUCTOR HEAD AND DOWNSPOUT; SEE
SCHEDULES FOR COLOR AND SIZE
PART OFWALLFRAMINGPART OFTERRACEWALLFRAMINGLINE OF ROOF SLOPE PEAK
IN OTHER DIRECTION
BACKER ROD AND SEALANT
LINE OF 2x4 FRAMED WALL BEYOND
ALUMINUM DRIP CAP, BENT ON SITE; TAPE
OVER EDGE AND INSTALL PRIOR TO FURRING
STRIPS
73/4"
VIF
METAL FLASHING W/ DRIP EDGE; SEAL/
ADHERE TO ROOFING MEMBRANE
DECKING ON 2x6 DECK JOISTS @ 16" O.C. ON
PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING SYSTEM OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2" THICK STONE CAP, 12" WIDE; SEE
SCHEDULE FOR SELECTION; SLOPE AS REQ'D
PARAPET WALL: 2x4@ 24" O.C. BETWEEN 5/8
ZIP SHEATHING, ALL SEAMS TAPED.
WRAP MEMBRANE TO FRONT OF WALL.
PROVIDE .10 X 1" ALUMINUM TERM BAR BY
BEST MATERIALS OR EQUAL.
STEEL BEAM; SEE STRUCTURAL PLANS FOR
SIZE
STONE VENEER ON MVIS VENEER MORTAR
(BY LATICRETE) ON GALVANIZED METAL LATH
WITH MVIS SCRATCH COAT ON 1x PT
FURRING. SEE ELEVATIONS AND SPECS FOR
STONE SELECTION.
1x WOOD TRIM TO MATCH SIDING; EDGE OF
TRIM TO EXTEND 1/4" BEYOND STONE
VENEER FURTHEST PROJECTION
GARAGE DOOR WEATHER STRIP; PACK OUT
ON SIDES AS REQ'D FOR STONE VENEER
BUILD UP
STONE VENEER ON MVIS VENEER MORTAR
(BY LATICRETE) ON GALVANIZED METAL LATH
WITH MVIS SCRATCH COAT ON 1x PT
FURRING. SEE ELEVATIONS AND SPECS FOR
STONE SELECTION.
TO ALIGN
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP RAIL,
COLOR - RAVEN BLACK
36" HIGH RAILING 97/8" 3'-101/2" 2"
LINE OF ROOF SLOPE PEAK
IN OTHER DIRECTION
BACKER ROD AND SEALANT
METAL FLASHING W/ DRIP EDGE; SEAL/
ADHERE TO ROOFING MEMBRANE
STEEL BEAM; SEE STRUCTURAL PLANS FOR
SIZE
CONDUCTOR HEAD AND DOWNSPOUT; SEE
SCHEDULES FOR COLOR AND SIZE
DECKING ON 2x6 DECK JOISTS @ 16" O.C. ON
PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING SYSTEM OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2" STONE CAP, 12" WIDE; SEE SCHEDULE FOR
SELECTION; SLOPE AS REQ'D.
WATER RESISTANT BARRIER - 2 LAYERS
STONE VENEER ON MVIS VENEER MORTAR
(BY LATICRETE) ON GALVANIZED METAL LATH
WITH MVIS SCRATCH COAT ON 1x PT
FURRING. SEE ELEVATIONS AND SPECS FOR
STONE SELECTION.
STONE VENEER ON MVIS VENEER MORTAR
(BY LATICRETE) ON GALVANIZED METAL LATH
WITH MVIS SCRATCH COAT ON 1x PT
FURRING. SEE ELEVATIONS AND SPECS FOR
STONE SELECTION.
PEDESTALS NEEDS TO BE TALL ENOUGH TO
ALLOW WATER TO FLOW UNDERNEATH DECK
STRUCTURE
GARAGE ROOF FRAMING, 5/8" ZIP SHEATHING
ON 2x10 RAFTERS @ 12" O.C.; CAVITY FILLED
W/ CLOSED CELL SPRAY FOAM AND 2x6
ROXUL INSULATION
2x NAILING PLATE; SCREWED OR BOLTED TO
STEEL BEAM FLANGE
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP RAIL,
COLOR - RAVEN BLACK
36" HIGH RAILING
101/4"
71/4"
51/2"
2"
STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO POWER
WASHED SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
PAC-TITE GOLD COPING SYSTEM BY PAC-
CLAD
2x PARAPET CAP NAILER; RIP TO SIZE
STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO POWER
WASHED SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
VIF
BACKER ROD AND SEALANT
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
METAL FLASHING W/ DRIP EDGE; SEAL/
ADHERE TO ROOFING MEMBRANE
DECKING ON 2x6 DECK JOISTS @ 16" O.C. ON
PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2" STONE CAP; SEE SCHEDULE FOR
SELECTION
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP RAIL,
COLOR - RAVEN BLACK
WRAP MEMBRANE TO FRONT OF WALL.
PROVIDE .10 X 1" ALUMINUM TERM BAR BY
BEST MATERIALS OR EQUAL.
GARAGE ROOF FRAMING, 5/8" ZIP SHEATHING
ON 2x10 RAFTERS @ 12" O.C.; CAVITY FILLED
W/ CLOSED CELL SPRAY FOAM AND 2x6
ROXUL INSULATION
TO ALIGN
36" HIGH RAILING
101/4"2'-2" 2'-93/8"2"
51/2"
STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO POWER
WASHED SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO POWER
WASHED SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
BACKER ROD AND SEALANT
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
METAL FLASHING W/ DRIP EDGE; SEAL/
ADHERE TO ROOFING MEMBRANE
DECKING ON 2x6 DECK JOISTS @ 16" O.C. ON
PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING SYSTEM OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2" THICK STONE CAP, 12" WIDE; SEE
SCHEDULE FOR SELECTION; SLOPE AS REQ'D
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP RAIL,
COLOR - RAVEN BLACK
GARAGE ROOF FRAMING, 5/8" ZIP SHEATHING
ON 2x10 RAFTERS @ 12" O.C.; CAVITY FILLED
W/ CLOSED CELL SPRAY FOAM AND 2x6
ROXUL INSULATION
CONNECTION ON SITE BY SUPERIOR WALLS
36" HIGH RAILING
SCALE: 1 1/2"= 1'-0"
1 Terrace Detail
A5.07 SCALE: 1 1/2"= 1'-0"
2 Terrace End Detail
A5.07 SCALE: 1 1/2"= 1'-0"
3 Terrace End Detail
A5.07
SCALE: 1 1/2"= 1'-0"
4 Terrace End Detail
A5.07 SCALE: 1 1/2"= 1'-0"
5 Terrace End Detail
A5.07
@ Garage thru Module and Garage Roof @ Garage thru Wood Framed Parapet @ Garage thru Wood Stone Clad Wall
@ Garage thru SWA Parapet @ Garage thru SWA Stone Clad Wall
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.08
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1 1/2"= 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.
101/4"75/8" 75/8"101/2" 10 1/2"1'-31/4"1'-9"
51/2"5" 2" ±3'-1" ± EWP FINISHED FLOORING ON WARMBOARD
SHEATHING; SEE FINISH SCHEDULE
FLOOR STRUCTURE; 3/4" PLYWOOD
SUBFLOOR ON 2x12 JOIST @ 16" O.C. W/
SOLID BRIDGING AT CENTER OF SPAN.
5/8" DRYWALL APPLIED TO WALLS AND
CEILING; CEILING DRYWALL TO BE
SUPPORTED BY USG SUSPENSION GRID
SYSTEM OR APPROVED EQUAL
STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO POWER
WASHED SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO POWER
WASHED SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
PAC-TITE GOLD COPING SYSTEM BY PAC-
CLAD
2x10 PARAPET CAP NAILER; RIP TO SIZE
SITE BUILT, BENCH WITH STEPS; 2x4
FRAMING WRAPED IN 3/4"PLYWOOD; BENCH
TO BE CLAD IN EWP FLOORING MATERIAL;
RABBIT TREAD AND RISER, AND ROUND
OVER THE EWP FLOORING EDGE 1/8"
LIFT/SLIDE UNIT
STEEL BEAM; SEE STRUCTURAL PLANS FOR
SIZE
JOIST CAVITY FILLED W/ CLOSED CELL SPRAY
FOAM AND 2x6 ROXUL INSULATION
5/8" DRYWALL APPLIED TO WALLS AND
CEILING; CEILING DRYWALL TO BE
SUPPORTED BY USG SUSPENSION GRID
SYSTEM OR APPROVED EQUAL
2x12 RIM JOIST; PART OF MODULE
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
BACKER ROD AND SEALANT
METAL FLASHING W/ DRIP EDGE; SEAL/
ADHERE TO ROOFING MEMBRANE
DECKING ON 2x6 PT DECK JOISTS @ 16" O.C.
ON PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2" REALSTONE CAP; SEE SCHEDULE FOR
SELECTION
GARAGE ROOF FRAMING, 5/8" ZIP SHEATHING
ON 2x10 RAFTERS @ 12" O.C.; CAVITY FILLED
W/ 3" CLOSED CELL SPRAY FOAM AND 2x6
ROXUL INSULATION; SUPPORT ROXUL W/
INSULATION SUPPORTS
WRAP MEMBRANE TO FRONT OF WALL.
PROVIDE .10 X 1" ALUMINUM TERM BAR BY
BEST MATERIALS OR EQUAL.
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK
EDGE OF RAILING AND EDGE OF STONE CAP
TO ALIGN
10 1/4"2'-6" 2'-111/2"51/2"5"STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO POWER
WASHED SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO POWER
WASHED SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
BACKER ROD AND SEALANT
METAL FLASHING W/ DRIP EDGE; SEAL/
ADHERE TO ROOFING MEMBRANE
DECKING ON 2x6 DECK JOISTS @ 16" O.C. ON
PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2" STONE CAP; SEE SCHEDULE FOR
SELECTION
GARAGE ROOF FRAMING, 5/8" ZIP SHEATHING
ON 2x10 RAFTERS @ 12" O.C.; CAVITY FILLED
W/ CLOSED CELL SPRAY FOAM AND 2x6
ROXUL INSULATION
CONNECTION ON SITE BY SUPERIOR WALLS
SCALE: 1 1/2"= 1'-0"
1 Terrace End Detail
A5.08
SCALE: 1 1/2"= 1'-0"
2 Terrace End Detail
A5.08
@ Apartment thru SWA Parapet, Deck, and Site Built Bench w/ Steps
@ Apartment thru SWA Stone Clad Wall
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 04 Balcony Change 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.09
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1" = 1'-0", 1 1/2"= 1'-0", 1/2" =
1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.5"4" 67/8"VARIESSEE BLDG. SECT.VARIES
W/ EXT.
FINISH
2"
MEMBRANE AND PATCHES
EXTEND OVER FLANGE
CUSTOM RECTANGULAR
CONDUCTOR HEAD WITH OPEN
TOP. ALLOW MIN 2"
CLEARANCE TO END OF
SCUPPER. PROVIDE U SHAPED
FACE AT CLADDING TO FIT
UNDER SCUPPER.
CUSTOM DOWNSPOUT. SEE
BUILDING ELEVATIONS
ANCHOR STRAPS TO MATCH
DOWNSPOUT
CLADDING TIGHT (+/-1/4" MAX
GAP) TO SCUPPER ON ALL
FOUR SIDES.
ZIP TAPE ALL SIDES AT
SHEATHING.
DURA SCUPPER DRAIN (CANTED)
#SCP44C BY MARATHON
ROOFING PRODUCTS INSTALLED
WITH ROOFING.6" 63/4" VARIESVARIESSEE BLDG. SECT.VARIESW/ EXT.FINISH
COVER EDGE OF CANT WITH
ROOF MEMBRANE PIECES.
ADHERE PER MANUFACURER'S
RECOMMENDATIONS
PROVIDE RIGID INSULATION
SUCH THAT BOTTOM OF
OVERFLOW DRAIN IS 1" MIN
ABOVE BOTTOM OF DRAIN TO
CONDUCTOR HEAD
DURA SCUPPER DRAIN (CANTED)
#SCP44C BY MARATHON
ROOFING PRODUCTS INSTALLED
WITH ROOFING. CUT OFF END
FLUSH WITH CLADDING AND
PROVIDE TRIM TO MATCH
CONDUCTOR HEAD ONCE
CLADDING IS INSTALLED.
PROVIDE ZIP TAPE ON ALL FOUR
SIDES OF SCUPPER TUBE.
INSTALL BLOCKING AT TOP AND
BOTTOM OF SCUPPER TUBE
ONCE TAPERED INSULATION IS
IN PLACE.
10"
VARIES;
SEE PLANS/ELEV.1'-0"1"1" METAL TRIM TO MATCH
CONDUCTOR HEADS. ATTACH
WITH FLANGES AND SCREWS
INSIDE SCUPPER TUBE ON TOP
AND SIDES.
TOP OF MEMBRANE
CUSTOM CONDUCTOR HEAD
AND DOWNSPOUT.
CLADDING, SEE ELEVATIONS
COPING, SEE SECTION 10 AND
SPECIFICATIONS.
REAR FACE OF CONDUCTOR
HEAD IS U SHAPED TO FIT
AROUND SCUPPER TUBE.
TOP OF CONDUCTOR HEAD AND
TOP OF OVERFLOW TRIM TO
ALIGN.51/2" 33/4" 91/4" 15/8" 53/8"C 6x8.2 (GALVANIZED) C CHANNEL,
SEE FRAMING PLAN
2x4 PT FRAMING; THICKNESS OF
FRAMING TBD WHERE CLADDING
TERMINATES
STEEL TUBE POST, SEE FRAMING PLAN
(2) 2x12's AT DECK PERIMETER;
PRESSURE TREATED
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
ATTACH (2) 2x8's TO STEEL WITH
SIMPSON HGA 10 STAINLESS STEEL
ANGLES, WITH (4) 1/4" SS SCREWS
INTO WOOD AND (4) 1/4" TEK SS
SCREWS INTO C CHANNEL. USE
SikañH[ &216758&7,21 6($/$17 )25
TEK SS SCREWS INTO C CHANNEL.
PT WOOD BLOCKING FOR RAILING
MOUNTING; COORDINATE INSTALL WITH
METAL CLADDING INSTALLERS; SOLID
WOOD BLOCKING FROM INSIDE OF
METAL CLADDING TO DECK FRAMING
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK; SIDE
MOUNTED POST ON BALCONY
.040 ALUMINUM, CUSTOM MADE
FLASHING OVER FRAMING AND
METAL CLADDING
2x6 PT DECK JOISTS @ 16" O.C.
WOOD SIDING, SEE EXTERIOR FINISH
SCHEDULES FOR ATTACHMENT AND
FINISH. FURRING TO ALIGN WITH WALL
STUDS.
WRAP WOOD SIDING AROUND
INTERIOR PERIMETER OF BALCONY; LC
TO DETERMINE WHERE CLADDING
TERMINATES
BACKER ROD AND SEALANT
DECKING; SEE SCHEDULES
FINISHED FLOOR; SEE SCHEDULES
1/2" THRU BOLT
Simpson Strong-Tie® HUC28-2 HANGER;
EACH SIDE
STEEL POST STACKING LINE
L 3x3x5/16; EACH SIDE; SHOP WELDED
TO STEEL TUBE POST AND 1/2" THRU
BOLTED TO WALL PLATE AND
BLOCKING BELOW
STEEL TUBE POST, SEE FRAMING PLAN
1/2" THRU BOLT
Simpson Strong-Tie® HUC28-2
HANGER; EACH SIDE
FLASHING AS REQ'D
1/2" x 4" x 1'-6" GALV. METAL PLATE;
WELDED TO C CHANNEL; BOLT TO
STEEL POST W/ 3/4" A325 BOLTS; USE
ARMATHERM FRR THERMAL BREAK
PLATE BETWEEN PLATE AND POST
2x6 PT LEDGER BOARD; ATTACH W/
2-1/4" SDS SCREWS @ EA. WALL STUD
CUT RIM JOIST AND SHEATHING TO
ALLOW METAL PLATE CONNECTION TO
STEEL POST
INSTALL ZIP SHEATHING AND TAPE
AFTER METAL PLATE GETS BOLTED;
INSULATE IF POSSIBLE
(2) 2x8's; BLOCKING
MODULE WALL & FLR. FRAMING;
SPACING FROM METAL POST MAY
VARY; INSTALL BLOCKING AS REQ'D TO
SECURE METAL POST TO FRAMING
(2) 2x8's; BLOCKING
L 3x3x1/4; EACH SIDE; SHOP WELDED
TO STEEL TUBE POST AND 1/2" THRU
BOLTED TO WALL PLATE AND
BLOCKING BELOW
STEEL TUBE POST, SEE FRAMING PLAN
WOOD CLADDING, SEE EXTERIOR
FINISH SCHEDULES FOR ATTACHMENT
AND FINISH. FURRING TO ALIGN WITH
WALL STUDS.
L 3x3x5/16; EACH SIDE; SHOP WELDED
TO STEEL TUBE POST AND 1/2" THRU
BOLTED TO THRU SHEATHING AND
BLOCKING BELOW
STEEL TUBE POST, SEE FRAMING PLAN
1/2" THRU BOLT
ELEVATION OF STEEL POST BASE - BOTTOM
1/2" THRU BOLT
Simpson Strong-Tie® HUC28-2 HANGER;
EACH SIDE Simpson Strong-Tie® HUC28-2
HANGER; EACH SIDE
16d NAILS
MODULE WALL & FLR. FRAMING;
SPACING FROM METAL POST MAY
VARY; INSTALL BLOCKING AS REQ'D TO
SECURE METAL POST TO FRAMING
BOTTOM WALL PLATE
(2) 2x8's BLOCKING
SILL PLATES
POST; CONNECT FRAMING DIRECTLY
TO STEEL POST WITH TEK SS SCREWS
BOTTOM WALL PLATE; CLIP PLATE FOR
POST AND ANGLE ATTACHMENT
(2) 2x8 BLOCKING
(2) 2x10's; FITTED UNDER POST LOAD
(2) 2x10's; FITTED UNDER POST LOAD
4"1'-6"11/2"3"11/2"6"11/2"3"11/2"31/2"PLAN @ TOP OF POST
CL
L 3x3x5/16; EACH SIDE; SHOP WELDED
TO STEEL TUBE POST AND 1/2" THRU
BOLTED TO THRU SHEATHING AND
BLOCKING BELOW
Simpson Strong-Tie® HUC28-2
HANGER; EACH SIDE
HSS STEEL TUBE; SEE FRAMING PLAN
FOR SIZE
BAR 4x3/4x20 EACH SIDE W/ 6 - 3/4"
A325 BOLTS
1/2" x 4" x 1'-6" GALV. METAL PLATE;
WELDED TO C CHANNEL; BOLT TO
STEEL POST W/ 3/4" A325 BOLTS W/
SPACING INDICATED; ARMATHERM FRR
THERMAL BREAK PLATE BETWEEN
PLATE AND POST
RIM JOIST
CUT RIM JOIST AND SHEATHING TO
ALLOW METAL PLATE CONNECTION TO
STEEL POST
FLOOR JOIST
(2) 2x8's; BLOCKING
1/2" x 4" x 1'-6" GALV. METAL PLATE;
WELDED TO C CHANNEL; BOLT TO
STEEL POST W/ 3/4" A325 BOLTS W/
SPACING INDICATED; ARMATHERM FRR
THERMAL BREAK PLATE BETWEEN
PLATE AND POST
11/2" 3"3"3"2"3"3"11/2"1'-8"4"11/2" 3" 9" 3"11/2"1'-6"STEEL POST STACKING LINE
CL
HSS STEEL TUBE; SEE FRAMING PLAN
FOR SIZE
BAR 4x3/4x20 EACH SIDE W/ 6 - 3/4"
A325 BOLTS
ELEVATION OF METAL BAR @ POST STACKING
1/2" x 4" x 1'-6" GALV. METAL PLATE;
WELDED TO C CHANNEL; BOLT TO
STEEL POST W/ 3/4" A325 BOLTS W/
SPACING INDICATED; ARMATHERM FRR
THERMAL BREAK PLATE BETWEEN
PLATE AND POST STRUCTURAL NOTES:1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements anddetails of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
5.04
SCALE: 1" = 1'-0"
1 Scupper at Downspouts
A5.09 SCALE: 1" = 1'-0"
2 Scupper at Overflow
A5.09 SCALE: 1" = 1'-0"
3 Scupper and Overflow Elevation
A5.09
SCALE: 1 1/2"= 1'-0"
4 Balcony Detail @ Gallery thru Steel Post - Top
A5.09
SCALE: 1 1/2"= 1'-0"
5 Steel Post Base Detail for Gallery Balcony - Bottom
A5.09
SCALE: 1 1/2"= 1'-0"
6 Plan and Elevation C Channel and Metal Plate Connection
A5.09
SCALE: 1 1/2"= 1'-0"
7 Elevation of Metal Connections for Gallery Balcony
A5.09
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.50
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Interior Details
Scale:
3/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.1'-33/4"2'-10"1'-33/4"CONCEALED TOILET CARRIER AND
TANK. SEE SPECIFICATIONS. VERIFY
DIMENSIONS PRIOR TO FRAMING.
LEAVE SPACE OR CUT OUT SILL PLATE
FOR WASTE PIPE.
ACTIVATOR PLATE. SEE
SPECIFICATIONS FOR SELECTION.
SEE INTERIOR DRAWINGS FOR
PLACEMENT OF ACCESSORIES.
2x6 MIN WALL AT WALL
HUNG CARRIER.
NOTE: THIS DETAIL MAY
OCCUR IN EITHER THE LC
OR MC SCOPE, DEPENDING
ON THE PROJECT AND
TOILET LOCATION. SEE
PROJECT SPECIFIC
DOCUMENTS IN ORDER TO
DETERMINE SCOPE.
1x6 FINISH GRADE WOOD EDGE. WOOD
EDGE TO BE FLUSH W/ REVEAL EDGE;
STAIN TO MATCH FLOOR
FINISHED FLOORING OVER WARMBOARD,
SEE FINISH SCHEDULE
5/8" DRYWALL
3/4" PLYWOOD SUBFLOOR
WOOD BEAM MAY OCCUR; VERIFY
WITH MC SHOP DRAWINGS
DOUBLE 2x12 RIM JOIST
CEILING STRUCTURE, SEE MC SHOP
DRAWINGS.
FLOOR STRUCTURE, SEE MC SHOP
DRAWINGS
5/8" DRYWALL CEILING
LC SCOPEMC SCOPE
FRY REGLET "F" REVEAL; PART NUMBER
DRMF-625-50
RAILING SYSTEM; SEE SCHEDULES;
ATTACH TO STRUCTURE PER
MANUFACTURER'S RECOMMENDATIONS;
SEE FLOOR PLAN FOR LAYOUT
CAP, SEE SPECS FOR SELECTION.
CEILING OF FIRST FLOOR BOX AND
FLOOR OF SECOND FLOOR BOX MAY BE
MISALIGNED; SHIM AS REQ'D TO ENSURE
DRYWALL IS INSTALLED PLUMB
SEE MC SHOP DRAWINGS FOR CONNECTION OF
MODULES TO STEEL BEAM
MODULES
LALLY COLUMN. SEE BUILDING PLANS FOR
SIZE AND SPACING
1/2" ISOLATION JOINT AT ALL COLUMNS.
RADIANT FLOORING IN BASEMENT SLAB PER
MECHANICAL PLANS.
FINISHED FLOORING, SEE SPECIFICATIONS AND
FLOOR PLANS.
STEEL BEAM. SEE BUILDING PLANS FOR SIZE;
TYPICAL CONNECTION TO LALLY COLUMN
UNDER SLAB INSULATION; SEE SPECIFICATIONS
POURED IN PLACE CONCRETE PADS; SEE SHT.
S.01 FOOTING PLAN FOR PAD DIMENSIONS,
DEPTH, AND STEEL REINFORCING
SCALE: 3/4" = 1'-0"
1 Wall Hung Toilet in 2x6 Wall
A5.50
SCALE: 3/4" = 1'-0"
2 GALLERY RAILING
A5.50
SCALE: 3/4" = 1'-0"
3 Lally Column Detail
A5.50
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.51
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Stair Plans and Sections
Scale:
1/2" = 1'-0", 1 1/2"= 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.8'-33/8"5'-21/4"8'-47/8"4'-11/2" 1'-21/8"2'-10"2'-10"2'-10"2'-10"3/4" 1/2" 91/4" 31/8"31/4"21/2"3'-61/4"31/4"2"31/4"3'-61/4"21/2"10'-27/8"8'-2"PACK OUT WALL AS REQ'D AND
ALIGN WITH WALL ABOVESUBFLOOR TO SUBFLOORROUGH OPENING
FLOOR PLAN - OPEN TREAD STAIR (VIEWED FROM SECOND FLOOR)
FRAMING TO FRAMING
DRYWALL TO STUD; LC TO ALIGNMODULE WALL , PACK OUT AS REQ'D,THEN DRYWALL1
A5.52
2
A5.52
11'-21/2"
STAIR TREAD - 2.0E PARALLAM PSL
211/16x111/4; RIP AS REQUIRED TO
ACHIEVE FINISHED TREAD
DIMENSION; WRAPPED IN EWP
STAIR STRINGER - 1-3/4" x 11-1/4"
ML, WRAPPED IN 1x POPLAR
(RABBITED); PAINTED WHITE
PERIMETER OF LANDING TO BE
SAME THICKNESS AND MATERIAL AS
STRINGER; PAINTED WHITE
SITE BUILT LANDING; SEE ENLARGED
DETAIL FOR ADDITIONAL INFO.
RECESSED FIXTURE; SEE
ELECTRICAL PLANS AND
SCHEDULES FOR ADDITIONAL INFO
STAIR LIGHT - LEDme STEP LIGHT;
SEE SCHEDULES FOR MODEL NO.
TILE ON DITRA XL OVER
WARMBOARD ON MODULE
SUBFLOOR AND FRAMING
STAIR TREAD - 2.0E PARALLAM PSL
211/16x111/4; RIP AS REQUIRED TO
ACHIEVE FINISHED TREAD
DIMENSION; WRAPPED IN EWP
STAIR STRINGER - 1-3/4" x 11-1/4"
ML, WRAPPED IN 1x POPLAR
(RABBITED); PAINTED WHITE
STAIR LIGHT - LEDme STEP LIGHT;
SEE SCHEDULES FOR MODEL NO.;
TYP. OF 6
ENGINEERED WOOD FLOORING ON
WARMBOARD ON MODULE
SUBFLOOR
STAIR TREAD - 2.0E PARALLAM PSL
211/16x111/4; RIP AS REQUIRED TO
ACHIEVE FINISHED TREAD
DIMENSION; WRAPPED IN EWP
STAIR STRINGER - 1-3/4" x 11-1/4"
ML, WRAPPED IN 1x POPLAR
(RABBITED); PAINTED WHITE
PERIMETER OF LANDING TO BE
SAME THICKNESS AND MATERIAL
AS STRINGER; PAINTED WHITE
SITE BUILT LANDING; SEE
ENLARGED DETAIL FOR ADDITIONAL
INFO.
RECESSED FIXTURE; SEE
ELECTRICAL PLANS AND
SCHEDULES FOR ADDITIONAL INFO
STAIR LIGHT - LEDme STEP LIGHT;
SEE SCHEDULES FOR MODEL NO.
CABLE RAILING; SEE SCHEDULES
FOR SELECTION
WRAP RAILING AND CONNECT TO
CABLE RAILING FOR OPEN TREAD
STAIRS
DN 9RDN 9RSTAIR INFO:
TREAD : 12"
RISER : 6-7/8"
CABLE RAILING; SEE
SCHEDULES FOR SELECTION
TILE ON DITRA XL; BUILD UP FLOOR
AS REQ'D TO FLUSH 3/8" TILE WITH
1-1/2" TILE TREAD
9'-71/2"7'-31/8"3'-103/4"2'-9"3/4" 3'-11"3/4" 4'-03/4"3/4"1/2"4'-01/2"4'-11/2"PACK OUT WALL AS REQ'D AND
ALIGN WITH WALL ABOVESUBFLOOR TO SUBFLOORSUBFLOOR TO SUBFLOORFLOOR PLAN - CLOSED TREAD STAIR (VIEWED FROM FIRST FLOOR)
3
A5.52
4
A5.524'-9"STAIR LIGHT - LEDme STEP LIGHT;
SEE SCHEDULES FOR MODEL NO.;
TYP. OF 6
TILE ON WARMBOARD ON MODULE
SUBFLOOR AND FRAMING
STAIR TREAD - 1-1/2" EASED EDGE
STONE TILE ON MORTAR BED OVER
METAL LATH ON CLEAVAGE
MEMBRANE ON 3/4" PLYWOOD
GLUED AND NAILED TO 2x
STRINGER
STAIR STRINGER - 2x NAILED OVER
DRYWALL TO STUDS
PERIMETER OF LANDING TO BE
SAME THICKNESS AND MATERIAL
AS FINISH STRINGER; PAINTED
WHITE
SITE BUILT LANDING; SEE
ENLARGED DETAIL FOR ADDITIONAL
INFO.
STAIR LIGHT - LEDme STEP LIGHT;
SEE SCHEDULES FOR MODEL NO.
STAIR TREAD - 1-1/2" EASED EDGE
STONE TILE ON MORTAR BED OVER
METAL LATH ON CLEAVAGE
MEMBRANE ON 3/4" PLYWOOD
GLUED AND NAILED TO 2x
STRINGER
STAIR STRINGER - 2x NAILED OVER
DRYWALL TO STUDS
STAIR TREAD -STAIR TREAD - 1-1/2"
EASED EDGE STONE TILE ON
MORTAR BED OVER METAL LATH ON
CLEAVAGE MEMBRANE ON 3/4"
PLYWOOD GLUED AND NAILED TO
2x STRINGER
STAIR STRINGER - 1x FINISH
STRINGER; PAINTED WHITE
STAIR RISER - 3/8" THICK STONE
TILE ON MORTAR BED OVER METAL
LATH ON CLEAVAGE MEMBRANE ON
3/4" PLYWOOD GLUED AND NAILED
TO 2x STRINGER
TILE ON DITRA XL; BUILD UP FLOOR
AS REQ'D TO FLUSH 3/8" TILE WITH
1-1/2" TILE TREAD
DRYWALL FINISH AT STAIR RISER
AND TREAD; USE TEAR AWAY BEAD
OR SIMILAR TO ACHIEVE PROPER
FINISH
WRAP RAILING AND CONNECT TO
CABLE RAILING FOR OPEN TREAD
STAIRS
WRAP RAILING AND CONNECT TO
CABLE RAILING FOR OPEN TREAD
STAIRS
DN 8RSTAIR INFO
TREADS : 11-1/4"
RISERS : 7-1/4"DN 8ROPEN TREAD STAIR RISERGOING UP; NOT SHOWNWALL MOUNTED HANDRAIL W/ BRACKETS;
SEE SCHEDULE FOR SELECTIONS
CABLE RAILING; SEE
SCHEDULES FOR SELECTION
4'-01/2" 4'-11/2"
1/2" 4'-03/4" 3/4"
21/2" 3'-61/4" 31/4" 2" 31/4" 3'-61/4" 21/2"
8'-33/8"
NO MC DW AT THIS WALL; LC
PACKOUT AND ALIGN WITH
MODULE BELOW FOR PLUMB
DRYWALL INSTALLATION
ALIGN BASEMENT WALL WITH
MODULE WALLS ABOVE FOR
PLUMB DRYWALL INSTALLATION
DRYWALL TO STUD; LC TO ALIGN
MODULE WALL , PACK OUT AS REQ'D,
THEN DRYWALL
ENGINEERED WOOD FLOORING ON
WARMBOARD ON MODULE
SUBFLOOR
STAIR TREAD - 2.0E PARALLAM PSL
211/16x111/4; RIP AS REQUIRED TO
ACHIEVE FINISHED TREAD
DIMENSION; WRAPPED IN EWP
STAIR STRINGER - 1-3/4" x 11-1/4"
ML, WRAPPED IN 1x POPLAR
(RABBITED); PAINTED WHITE
CABLE RAILING; SEE SCHEDULES
FOR SELECTION
MIMIC STAIR STRINGER W/ 1x
POPLAR (RABBITED); PAINTED
WHITE
FRY REGLET OR APPROVED EQUAL
BETWEEN WOOD AND DRYWALL
DRYWALL UP TO FRY REGLET
PERIMETER OF LANDING TO BE
SAME THICKNESS AND MATERIAL
AS STRINGER; PAINTED WHITE
SITE BUILT LANDING; SEE
ENLARGED DETAIL FOR ADDITIONAL
INFO.
RECESSED FIXTURE; SEE
ELECTRICAL PLANS AND
SCHEDULES FOR ADDITIONAL INFO
TILE ON WARMBOARD ON MODULE
SUBFLOOR AND FRAMING
STAIR TREAD - 1-1/2" EASED EDGE
STONE TILE ON MORTAR BED OVER
METAL LATH ON CLEAVAGE
MEMBRANE ON 3/4" PLYWOOD
GLUED AND NAILED TO 2x
STRINGER
STAIR STRINGER - 2x NAILED OVER
DRYWALL TO STUDS
TILE ON DITRA XL; BUILD UP FLOOR
AS REQ'D TO FLUSH 3/8" TILE WITH
1-1/2" TILE TREAD
STAIR TREAD AND RISER TILE TO
OVERHANG DRYWALL 1/2"
BASE TRIM AROUND LANDING TO
MATCH FINISH STRINGER ALONG
STAIR; PAINTED WHITE
STAIR STRINGER - 1x FINISH
STRINGER; PAINTED WHITE
SCALE: 1/2" = 1'-0"
1 Open Tread Stair - First Floor
A5.51 SCALE: 1/2" = 1'-0"
2 Closed Tread Stair - Lower Level
A5.51 SCALE: 1/2" = 1'-0"
3 Transverse Stair Section
A5.51
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.52
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Enlarged Stair Details
Scale:
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.
4'-11/2"1/2"91/4" 31/8"5/8" 3/4" 1" 117/8"3/4"1'-3"5/8"
4'-01/4"
5/8"23/8"STAIR TREAD - 2.0E PARALLAM
PSL 211/16x111/4;
RIP AS REQUIRED TO ACHIEVE
FINISHED TREAD
DIMENSION; WRAPPED IN EWP
STAIR STRINGER - 1-3/4" x 11-1/4"
ML, WRAPPED
IN 1x POPLAR (RABBITED);
PAINTED WHITE
PERIMETER OF LANDING TO BE
SAME THICKNESS AND MATERIAL
AS STRINGER; PAINTED WHITE
CABLE RAILING; SEE
SCHEDULES FOR SELECTION
ENGINEERED WOOD FLOORING
ON 3/4" PLYWOOD ON 2x10's @
16" O.C.
FRY REGLET OR APPROVED
EQUAL BETWEEN WOOD AND
DRYWALL
HOLD MICROLAM UP AS
INDICATED AND WRAP WITH
ENGINEERED WOOD FLOORING
TOP AND BOTTOM EDGES OF
STRINGER UP TO LANDING AND
UP TO SECOND FLOOR MUST
ALIGN
1/2" PLYWOOD STRIP ATTACHED
TO BOTTOM OF 2x10 FRAMING
1x STRAPPING ATTACHED TO
FURRING; RUNNING IN THE
OPPOSITE DIRECTION
5/8" DRYWALL; FLUSH W/
BOTTOM OF WOOD
25/8± 41/4"1'-0"3/4" 23/4" 3/4"3/4" 101/2" 3/4"
1
1
/
2
"
1
3
/8"
1
'
-0
3
/
4
"
21/2"3'-61/4" 31/4"
4'-0"67/8" ±1"
TRANSVERSE STAIR SECTION LONGITUDINAL STAIR SECTION
ENGINEERED WOOD FLOORING; WRAP
AROUND PARALLAM; RABBIT JOINT ON
ALL CORNERS
2.0E PARALLAM PSL 211/16x111/4; RIP AS
REQUIRED TO ACHIEVE FINISHED TREAD
DIMENSION
ROUND OVER STAIR EDGE 1/8" FROM
STRINGER TO STRINGER
1-3/4" x 11-1/4" ML, WRAPPED IN 1x
POPLAR (RABBITED); PAINTED WHITE
CUSTOM U-CHANNEL SCREWED TO
STRINGER; U-CHANNEL MORTISED INTO
PARALLAM AND SECURED; HOLD U-
CHANNEL BACK FROM EDGE TO ALLOW
FINISH MATERIAL TO BE NAILED
ENGINEERED WOOD FLOORING; WRAP
AROUND PARALLAM; RABBITED OPTION
3'-103/4"53/4" 11/2"111/4"71/4"11"71/4"1/4"
STAIR TREAD - 1-1/2" EASED EDGE
STONE TILE ON MORTAR BED OVER
METAL LATH ON CLEAVAGE
MEMBRANE ON 3/4" PLYWOOD
GLUED AND NAILED TO 2x
STRINGER
PERIMETER OF TRIM AT LANDING
TO BE SAME THICKNESS AND
MATERIAL AS FINISH STRINGER;
PAINTED WHITE
2x10 JOISTS @ 16" O.C. W/ 3/4"
SUBFLOOR; ADDITIONAL
THICKNESS NEEDED AT 3/8" FLOOR
TILE; BUILD UP AS REQ'D FOR
FLOOR TILE TO BE FLUSH WITH
STAIR TREAD TILE
STAIR TREAD - 1-1/2" EASED EDGE
STONE TILE ON MORTAR BED OVER
METAL LATH ON CLEAVAGE
MEMBRANE ON 3/4" PLYWOOD
GLUED AND NAILED TO 2x
STRINGER
STAIR STRINGER - 2x NAILED TO
SPACER; SPACER NAILED TO STUDS
STAIR RISER - 3/8" THICK STONE
TILE ON MORTAR BED OVER METAL
LATH ON CLEAVAGE MEMBRANE ON
3/4" PLYWOOD GLUED AND NAILED
TO 2x STRINGER
TILE ON DITRA XL; BUILD UP FLOOR
AS REQ'D; 3/8" TILE TO BE FLUSH
WITH 1-1/2" TILE TREAD
DRYWALL FINISH AT STAIR RISER
AND TREAD; USE TEAR AWAY BEAD
OR SIMILAR TO ACHIEVE PROPER
FINISH
STAIR LIGHT - LEDme STEP LIGHT;
SEE SCHEDULES FOR MODEL NO.
STAIR STRINGER - 1x FINISH
STRINGER; PAINTED WHITE
CABLE RAILING; SEE
SCHEDULES FOR SELECTION
FRY REGLET OR APPROVED EQUAL
BETWEEN TILE AND DRYWALL
TILE ON WARMBOARD ON MODULE
SUBFLOOR AND FRAMING
STAIR STRINGER - 1x FINISH
STRINGER; PAINTED WHITE
FINISH STRINGER TO CONTINUE
UNTIL IT REACHES BASEBOARD
HEIGHT (TYP. @ STAIR)
1" 3'-10 1/2"1"
4'-01/2"
1/2"
3'-11"
ALIGN BASEMENT WALL WITH
MODULE WALLS ABOVE FOR PLUMB
DRYWALL INSTALLATION
WALL MOUNTED HANDRAIL W/
BRACKETS; SEE SCHEDULE FOR
SELECTIONS
STAIR TREAD - 1-1/2" EASED EDGE
STONE TILE ON MORTAR BED OVER
METAL LATH ON CLEAVAGE
MEMBRANE ON 3/4" PLYWOOD
GLUED AND NAILED TO 2x STRINGER
DRYWALL FINISH AT STAIR RISER
AND TREAD; USE TEAR AWAY BEAD
OR SIMILAR TO ACHIEVE PROPER
FINISH
STAIR RISER - 3/8" THICK STONE
TILE ON MORTAR BED OVER METAL
LATH ON CLEAVAGE MEMBRANE ON
3/4" PLYWOOD GLUED AND NAILED
TO 2x STRINGER
STAIR STRINGER - 2x NAILED TO
SPACER; SPACER NAILED TO STUDS
STAIR TILE TO OVERHANG DRYWALL
1/2"
STAIR STRINGER - 1x FINISH
STRINGER; PAINTED WHITE
CABLE RAILING; SEE
SCHEDULES FOR SELECTION
STAIR TREAD - 1-1/2" EASED EDGE
STONE TILE ON MORTAR BED OVER
METAL LATH ON CLEAVAGE
MEMBRANE ON 3/4" PLYWOOD
GLUED AND NAILED TO 2x STRINGER
SCALE: 1 1/2"= 1'-0"
1 Open Tread Stair at Landing
A5.52
SCALE: 1 1/2"= 1'-0"
2 Open Tread Stair thru Stringer
A5.52
SCALE: 1 1/2"= 1'-0"
3 Closed Tread Stair at Landing
A5.52 SCALE: 1 1/2"= 1'-0"
4 Closed Tread Stair at Landing
A5.52
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A6.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Window Schedule
Drawing:
Window Schedule
Scale:
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
Home Story BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level First Floor First Floor First Floor
ID 104.1 (DR)(t) 105.1 (TT/FX) 105.2 (TT/FX) 106.1 (TT)(t) 106.2 (TT/FX)(E) 111.1 (FX/TT)(E) 116.1 (FX/TT) 120.1 (TTd) 120.2 (TT/FX/TT) 122.1 (DR)(t) 201.1 (DR/FX)(t) 202.1 (TT/FX/FX)(t) 202.2a (TT/FX)(t)
View from Inside
(t)3'-63/4"2'-5"
(E) 3'-65/8"2'-51/8"
(E)
(t)
(t)(t) (t) (t) (t)
W/D Nominal Sill Height 0' 3'-6" 3'-6" 3'-6" 3'-2" 3'-2" 3'-6" 0'-7 1/2" 3'-7 1/2" -0'-4 1/2" 0'-1" 0' 0'-1"
W/D Opening Surface Area 23.89 34.83 18.33 11.00 28.00 28.00 38.50 22.22 44.00 23.33 64.63 74.42 24.81
W/D Nominal Head Height 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-3 1/2" 7'-3 1/2" 6'-7 1/2" 7'-11" 7'-10" 7'-11"
U-value .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17
Unit Dimensions 3'-4"×7'-2" 9'-6"×3'-8" 5'×3'-8" 3'×3'-8" 7'×4' 7'×4' 10'-6"×3'-8" 3'-4"×6'-8" 12'×3'-8" 3'-4"×7' 8'-3"×7'-10" 9'-6"×7'-10" 3'-2"×7'-10"
Wallhole Dimensions 3'-5"×7'-3" 9'-7"×3'-9" 5'-1"×3'-9" 3'-1"×3'-9" 7'-1"×4'-1" 7'-1"×4'-1" 10'-7"×3'-9" 3'-5"×6'-9" 12'-1"×3'-9" 3'-5"×7'-1" 8'-4"×7'-11" 9'-7"×7'-11" 3'-2 1/2"×7'-11"
WINDOW SCHEDULE
Home Story First Floor First Floor First Floor First Floor First Floor First Floor First Floor First Floor First Floor First Floor First Floor First Floor
ID 202.2b (FX)(t) 202.3a (FX)(t) 202.3b (TT/FX)(t) 203.1 (LS)(t) 203.2(TT/FX/TT) 204.1 (LS)(t) 205.1 (FX/TT) 206.1 (FX) 208.1 (FX) 209.1 (TT/FX/FX)(t) 209.2 (TT)(t) 209.3 (LS)(t)
View from Inside
(t) (t) (t)
VIEW FROM OUTSIDE
(t) (t)
VIEW FROM OUTSIDE
(t) (t)
(t)(t)
(t) (t)(t)
W/D Nominal Sill Height 0'-1" 0' 0' 0'-1/4" 4'-6" 1'-3" 3'-11" 1'-10" 6'-5" 0'-1" 1'-3" 1'-3"
W/D Opening Surface Area 57.44 58.06 25.07 84.22 28.47 73.33 33.33 49.81 8.94 74.42 20.00 53.33
W/D Nominal Head Height 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-11"
U-value .16 .16 .17 .17 .17 .17 .17 .16 .16 .17 .17 .17
Unit Dimensions 7'-4"×7'-10" 7'-4"×7'-11" 3'-2"×7'-11" 10'-8"×7'-10 3/4" 8'-4"×3'-5" 11'×6'-8" 8'-4"×4' 8'-2 1/4"×6'-1" 5'-11 1/2"×1'-6" 9'-6"×7'-10" 3'×6'-8" 8'×6'-8"
Wallhole Dimensions 7'-4 1/2"×7'-11" 7'-4 1/2"×8' 3'-2 1/2"×8' 10'-9"×7'-11 3/4" 8'-5"×3'-6" 11'-1"×6'-9" 8'-5"×4'-1" 8'-3 1/4"×6'-2" 6'-1/2"×1'-7" 9'-7"×7'-11" 3'-1"×6'-9" 8'-1"×6'-9"
WINDOW SCHEDULE
Home Story First Floor First Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor
ID 211.1 (FX)(t) 211.2 (TT FX)(t) 301.1 (FX/FX)(t) 302.1 (LS)(t) 303.1 (FX/FX) 303.2 (FX/FX) 303.3 (FX) 304.1 (TT/FX)(t) 304.2 (FX/TT/FX)(E)(t) 307.1 (FX/TT/FX)(E)(t) 307.2 (TT/FX)(t) 310.1 (TT/FX/FX)(t)
View from Inside
(t)
(t) (t) (t) (t) (t)(t) (t)
MULLED
(t) (t)
MULLED
(t) (t) (t) 4'-15/8"2'-9"
(t) (t)
(E) 4'-15/8"2'-9"
(t) (t)
(E)
(t) (t)(t)
W/D Nominal Sill Height 1'-2" 0'-1" 0'-1" 0'-1" 0'-1" 0' 0'-1" 0'-1" 0'-1" 0'-1" 0'-1" 0'-1"
W/D Opening Surface Area 40.14 23.50 61.88 80.67 71.25 78.75 78.75 22.50 62.50 62.50 22.50 71.25
W/D Nominal Head Height 7'-10" 7'-11" 7'-7" 7'-7 3/4" 7'-7" 7'-6" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7"
U-value .16 .17 .17 .17 .16 .16 .16 .17 .17 .17 .17 .17
Unit Dimensions 6'-1/4"×6'-8" 3'×7'-10" 8'-3"×7'-6" 10'-8"×7'-6 3/4" 9'-6"×7'-6" 10'-6"×7'-6" 10'-6"×7'-6" 3'×7'-6" 8'-4"×7'-6" 8'-4"×7'-6" 3'×7'-6" 9'-6"×7'-6"
Wallhole Dimensions 6'-1 1/4"×6'-9" 3'-1"×7'-11" 8'-4"×7'-7" 10'-9"×7'-7 3/4" 9'-7"×7'-7" 10'-7"×7'-7" 10'-7"×7'-7" 3'-1"×7'-7" 8'-5"×7'-7" 8'-5"×7'-7" 3'-1"×7'-7" 9'-7"×7'-7"
WINDOW SCHEDULE
Home Story Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor
ID 310.2 (TTd)(E)(t) 310.3 (FX/FX)(t) 311.1 (FX) 311.2 (TT FX)(t) 313.1 (FX) 314.1 (FX)
View from Inside
7'-11/4"2'-73/4"
(t) (E) (t) (t)
W/D Nominal Sill Height 0'-1" 2'-6" 2'-6" 0'-1" 6'-1" 0'-1"
W/D Opening Surface Area 22.50 40.67 30.61 22.50 8.94 61.41 1,865.20 sq ft
W/D Nominal Head Height 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7"
U-value .17 .16 .16 .17 .16 .16
Unit Dimensions 3'×7'-6" 8'×5'-1" 6'-1/4"×5'-1" 3'×7'-6" 5'-11 1/2"×1'-6" 8'-2 1/4"×7'-6"
Wallhole Dimensions 3'-1"×7'-7" 8'-1"×5'-2" 6'-1 1/4"×5'-2" 3'-1"×7'-7" 6'-1/2"×1'-7" 8'-3 1/4"×7'-7"
WINDOW SCHEDULE
Notes:
Unilux Aluminium Clad Wood:
Exterior Color: RAL 8022
Interior Color: Pine, Antique White
Exterior Handle #7030 (1000 cm straight bar - Brushed Stainless Steel)
Interior Handle #2007 Brushed Stainless steel
All glass is clear unless otherwise noted.
All window sills are 3.5" (90mm) deep, except where noted in the Window schedule above.
All window units include 1.25" sill extenders. The sill extenders are included in the unit dimension.
All windows are to include aluminum window sills, color to match exterior frame. Loose-ship for LC install.
All doors are to include required thresholds.
All operable windows include insect screens where available by Unilux.
Required door thresholds are delivered with door and are included in the unit dimension.
Refer also to eD Standard window and door details.
HINGE SIDE
(German representation)
LOCK SIDE
(German representation)
WINDOW DESIGNATIONS
(t) DESIGNATES SAFETY GLASS
og DESIGNATES OBSCURED GLAZING
(E) DESIGNATES EGRESS UNIT
FX DESIGNATES FIXED UNIT
TT DESIGNATES TILT/TURN UNIT
TD DESIGNATES FULL GLASS DOOR
LS DESIGNATES LIFT/SLIDE UNIT
T DESIGNATES TILT UNIT
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A6.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Door Schedule
Drawing:
Door Schedule
Scale:
3" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
DOOR SCHEDULE
ID
101.1
102.1
105.1
106.1
106.2
107.1
107.2
110.1
111.1
111.2
112.1
112.2
113.1
114.1
115.1
116.1
116.2
117.1
119.1
120.1
122.2
122.3
122.4
123.1
207.1
207.1
208.1
210.1
211.1
211.2
211A.1
305.1
306.1
306.2
307.1
308.1
309.1
309.1
309.2
310.1
311.1
311.2
311A.1
313.1
TYPE
A
A
A
A
D
B
F
A
A
D
B
F
A
A
A
A
B
B
A
A
E
E
E
A
A
C
A
A
B
F
F
B
A
F
A
B
A
A
F
A
B
F
F
A
W
2'-8"
3'-0"
3'-0"
2'-8"
5'-0"
2'-6"
2'-51/2"
2'-8"
2'-8"
5'-0"
2'-6"
2'-51/2"
3'-0"
3'-0"
3'-0"
2'-8"
2'-0"
2'-4"
2'-8"
2'-8"
9'-0"
9'-0"
9'-0"
3'-0"
2'-6"
3'-4"
2'-8"
3'-0"
3'-0"
2'-11"
2'-11"
2'-6"
2'-8"
2'-51/2"
2'-8"
2'-6"
2'-8"
2'-8"
2'-51/2"
3'-0"
3'-0"
2'-11"
2'-11"
2'-8"
HT
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
6'-5"
7'-0"
7'-0"
7'-0"
7'-0"
6'-5"
7'-0"
7'-0"
6'-8"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-6"
7'-6"
7'-6"
6'-8"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
6'-111/2"
6'-5"
7'-0"
7'-0"
6'-5"
7'-0"
7'-0"
7'-0"
7'-0"
6'-5"
7'-0"
7'-0"
6'-111/2"
6'-5"
7'-0"
THK
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-01/2"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-01/2"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/8"
0'-13/8"
0'-13/8"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-01/2"
0'-01/2"
0'-13/4"
0'-13/4"
0'-01/2"
0'-13/4"
0'-13/4"
0'-13/4"
0'-13/4"
0'-01/2"
0'-13/4"
0'-13/4"
0'-01/2"
0'-01/2"
0'-13/4"
MAT
WD
WD
WD
WD
WD
WD
G
WD
WD
WD
WD
G
WD
WD
STEEL
WD
STEEL
STEEL
STEEL
WD
WD
WD
WD
G- Frost
G
WD
WD
G
WD
WD
WD
WD
G
WD
WD
G- Frost
G
WD
FINISH
P-03
P-03
P-03
P-03
P-03
P-03
P-03
P-03
P-03
P-03
P-03
P-03
P-03
P-03
PC BLACK
PC BLACK
PC BLACK
P-03
P-03
P-03
P-03
-
-
P-03
P-03
-
P-03
P-03
P-03
P-03
-
P-03
P-03
-
-
P-03
CORE
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
INSUL
SC
INSUL
INSUL
INSUL
SC
SC
SC
SC
-
-
SC
SC
-
SC
SC
SC
SC
-
SC
SC
-
-
SC
GLZ
-
-
-
-
-
-
FULL
-
-
-
-
FULL
-
-
-
-
-
-
-
-
SECT 3 GL-
GL-GL-GL
SEE SPEC
SEE SPEC
-
-
-
-
-
-
FULL
FULL
-
-
FULL
-
-
-
-
FULL
-
-
FULL
FULL
-
VENT
GRILL
-
-
-
VG1
-
-
VG2
VG1
-
-
VG2
-
-
VG1
-
-
-
-
-
-
-
-
-
-
-
-
VG1
-
-
VG1
-
-
-
-
-
VG1
HAND
L
R
R
R
-
-
L
R
R
-
-
R
R
L
L
R
-
-
L
L
-
-
-
L
L
L
L
L
-
R
R
-
L
L
L
-
L
L
R
R
R
R
R
L
FRAME
W
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/8"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/8"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-0"
0'-0"
0'-0"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/8"
0'-03/8"
0'-03/4"
0'-03/4"
0'-03/8"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/4"
0'-03/8"
0'-03/4"
0'-03/4"
0'-03/8"
0'-03/8"
0'-03/4"
THK
0'-43/4"
0'-43/4"
0'-63/4"
0'-63/4"
0'-43/4"
0'-63/4"
0'-0"
0'-43/4"
0'-63/4"
0'-43/4"
0'-63/4"
0'-0"
0'-63/4"
0'-43/4"
0'-43/4"
0'-43/4"
0'-63/4"
0'-63/4"
0'-43/4"
0'-43/4"
0'-0"
0'-0"
0'-0"
0'-43/4"
0'-43/4"
0'-43/4"
0'-43/4"
0'-43/4"
0'-63/4"
0'-0"
0'-0"
0'-63/4"
0'-43/4"
0'-0"
0'-43/4"
0'-63/4"
0'-43/4"
0'-43/4"
0'-0"
0'-43/4"
0'-63/4"
0'-0"
0'-0"
0'-43/4"
DETAILS
HEAD
A
A
A
A
C
B
A
A
C
B
A
A
A
A
B
B
A
A
A
A
C
A
A
A
A
A
A
A
A
A
A
A
A
JAMB
A
A
A
A
C
B
A
A
C
B
A
A
A
A
B
B
A
A
A
A
C
A
A
A
A
A
A
A
A
A
A
A
A
SILL
A
A
A
A
C
B
A
A
C
B
A
A
A
A
B
B
A
A
A
A
C
A
A
A
A
A
A
A
A
A
A
A
A
RATING
-
20 MIN
20 MIN
-
-
-
-
-
-
-
-
-
-
-
20 MIN
-
-
-
-
-
-
-
-
20 MIN
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
HW
SET
1
1
TBD if 1
1
2
3
4
1
1
2
3
4
1
1
1
1
3
3
1
1
-
-
-
1
1
2
1
1
3
4
4
3
1
4
1
3
1
1
4
1
3
4
4
1
LOCK
FUNCT
PGE
PGE
PCY with
DB
PCY
DMY
PCY
-
PGE
PCY
DMY
PCY
-
PCY
PCY
PCY with
DB
PCY
PCY
PCY
PGE
PGE
PCY with
DB
PCY
DMY
PCY
PCY
PCY
-
-
PGE
PCY
-
PCY
PGE
PCY
PCY
-
PCY
PGE
-
-
PCY
STOP
W
H
H
W
-
-
H
H
-
-
W
W
W
W
-
-
-
H
H
W
-
F
-
-
H
-
W
-
H
W
-
W
-
F
-
W
NOTES
UNDERCUT DOOR 1"
KEYED SEPERATE, PROVIDE HINGE
CLOSERS AND DEADBOLTS ON
EACH SIDE
INSTALL 2 LOUVERS EACH 3" FROM
TOP & BOTTOM OF DOOR. 60 SQ IN
MIN LOUVER OPENING
THERMA-TRU A100, PROVIDE
WEATHER STRIP, HINGE CLOSERS
CLOPLAY MODERN STEEL #9131 w/
LIFTMASTER 8500 SIDE-MOUNT INCL
BATTERY BACK-UP
SEE ABOVE
SEE ABOVE
THERMA-TRU A100, PROVIDE
WEATHER STRIP, HINGE CLOSERS
VIEW
Group Type A A A B B C D E F F F
Material STEEL WD WD WD WD STEEL G G- Frost G
DOOR TYPES
1/4" 21/2"13/4"1/4" 21/2" 5/16"13/4" 5/16" 1/4" 21/2"
R.O. WIDTH: 2x DOOR WIDTH + 1"3/4"63/4" 3/4" 5/8" 51/2" 5/8"5/8" 51/2" 5/8"63/4"63/4"1/4" 21/2"PRE-HUNG DOOR UNIT AND HARDWARE (DOOR
UNIT INCLUDES DOOR, FRAME, AND HINGES)
SUPPLIED AND INSTALLED BY MC. SEE DOOR
SCHEDULE.
INSTALL 1x3 PAINTED WOOD TRIM AS SUPPLIED
BY MC. SEE FINISH SCHEDULE FOR
SELECTION.
INSTALL BASE TRIM AS SUPPLIED BY MC. SEE
FINISH SCHEDULE FOR SELECTION, AND BASE
DETAILS IN SECTION 60.
1x3 PAINTED WOOD TRIM. SEE FINISH
SCHEDULE FOR SELECTION.
PRE-HUNG DOOR UNIT AND HARDWARE (DOOR
UNIT INCLUDES DOOR, FRAME, AND HINGES)
SUPPLIED AND INSTALLED BY MC. SEE DOOR
SCHEDULE.
INSTALL 1x3 PAINTED WOOD TRIM AS SUPPLIED
BY MC. SEE FINISH SCHEDULE FOR
SELECTION.
PRE-HUNG DOOR UNIT AND HARDWARE (DOOR
UNIT INCLUDES DOOR, FRAME, AND HINGES)
SUPPLIED AND INSTALLED BY MC. SEE DOOR
SCHEDULE.
INSTALL 1x3 PAINTED WOOD TRIM AS SUPPLIED
BY MC. SEE FINISH SCHEDULE FOR
SELECTION.
INSTALL BASE TRIM AS SUPPLIED BY MC. SEE
FINISH SCHEDULE FOR SELECTION, AND BASE
DETAILS IN SECTION 60.
JOHNSON 200SD SERIES BYPASS SLIDING
DOOR HARDWARE (SIZED PER DOOR, 400#
DOOR MAX CAPACITY)
BYPASS SLIDING DOORS. SEE DOOR
SCHEDULE.
INSTALL 1x3 PAINTED WOOD TRIM AS SUPPLIED
BY MC. SEE FINISH SCHEDULE FOR
SELECTION.
JOHNSON 2135 SERIES BYPASS FLOOR GUIDE
FINISHED FLOORING
INSTALL 1x3 PAINTED WOOD TRIM
AS SUPPLIED BY MC. SEE FINISH
SCHEDULE FOR SELECTION.
NON-LOAD BEARING HEADER; IF
LOAD BEARING WALL,
SEE STRUCTURAL SHEETS FOR
HEADER SIZE
JOHNSON 2000 SERIES POCKET
DOOR HARDWARE (SIZED PER
DOOR, 400# DOOR MAX CAPACITY)
INSTALL RIPPED 1X6 PAINTED WOOD TRIM AS
SUPPLIED BY MC. SEE FINISH SCHEDULE FOR
SELECTION.
JAMB B @ END
DRYWALL FINISH; SEE FINISH SCHEDULE
FOR SELECTION
INTERIOR DOOR; SEE DOOR
SCHEDULE FOR SELECTION,
FINISH, & HARDWARE
5/8" DRYWALL; INSTALLED IN FIELD
JAMB B @ POCKET
DRYWALL FINISH; SEE FINISH SCHEDULE
FOR SELECTION
INTERIOR DOOR; SEE DOOR SCHEDULE FOR
SELECTION, FINISH, & HARDWARE
5/8" DRYWALL; INSTALLED IN FIELD
2x4 POCKET DOOR SPLIT STUDS
R.O. WIDTH: 2x DOOR WIDTH + 1"
1x POPLAR WOOD JAMB (PAINTED)
1x3 POPLAR WOOD TRIM PIECE (PAINTED)
1x3 POPLAR WOOD TRIM PIECE (PAINTED)
FINISHED SPLIT HEADER (PAINTED)
INTERIOR DOOR; SEE DOOR SCHEDULE FOR
SELECTION, FINISH, & HARDWARE
JAMB A
INTERIOR PARTITION WALL
SOUND INSULATION MAY OCCUR; SEE FLOOR
PLANS FOR INFORMATION
NON-LOAD BEARING HEADER; IF LOAD BEARING
WALL, SEE STRUCTURAL SHEETS FOR HEADER
SIZE
5/8" DRYWALL; SEE SPECS FOR FINISH LEVEL
HEAD A
JAMB C
2x4 INTERIOR PARTITION WALL
NON-LOAD BEARING HEADER; IF LOAD BEARING
WALL,
SEE STRUCTURAL SHEETS FOR HEADER SIZE
5/8" DRYWALL; SEE SPECS FOR FINISH LEVEL
SILL C
HEAD C
CLOSET SIDE.ROOM SIDE.
2x4 INTERIOR PARTITION WALL
5/8" DRYWALL; SEE SPECS FOR
FINISH LEVEL
JACK AND KING STUD FRAMING IN MODULE
WALL.
INTERIOR PARTITION WALL. SEE PLANS AND
FINISH SCHEDULE.
JACK AND KING STUD FRAMING IN MODULE
WALL.
INTERIOR PARTITION WALL. SEE WALL TYPES
AND FINISH SCHEDULE.
SCALE: 3" = 1'-0"
DOOR SCHEDULE KEY:
MATERIAL:
W - WOOD
G - GLASS
FINISH:
WV- FSC WOOD VENEER, LACQUER
P-XX PAINTED, SEE FINISH
SCHEDULE FOR COLOR
DESIGNATION.
CORE:
SC - SOLID CORE WOOD
MDF - ACS CERITIFIED MDF
MC - NON-COMBUSTIBLE MINERAL CORE
INSUL - INSULATED TRIM:
STD - STANDARD 1X3 POPLAR, SQUARE.
SUPPLY BY MC, INSTALL BY LC.
LOCK FUNCTION:
PGE - PASSAGE LOCK
PCY - PRIVACY LOCK
DMY - DUMMY TRIM
DB - DEAD BOLT
HARDWARE SETS
GROUP 1:
VALLI VALLI: H416 GARNET SERIES, 32D SATIN STAINLESS STEEL
DEADBOLT (IF NOTED): 101 RPS PLAIN STAINLESS STEEL DEADBOLT DOUBLE
CYLINDER
GROUP 2:
DELTANA FLUSH PULL: FP7178U26D, (1) PER DOOR, IN BRUSHED CHROME
GROUP 3:
EMTEK POCKET DOOR MORTISE- MODERN RECTANGULAR IN SATIN NICKEL
PASSAGE 2114, PRIVACY 2115
GROUP 4:
CRL: SRCAR01, SENIOR CARDIFF TOP & BOTTOM MOUNT PIVOT HINGES,
POLISHED CHROME.
CRL: MT24X24CH, MT SERIES BACK-TO_BACK TOWEL BAR, POLISHED CHROME
STANDARD HINGES FOR SWING DOORS:
1 1/2 PR PER DOOR PANEL, SCHLAGE SC3P1020F619E IN BRUSHED NICKEL
STANDARD HARDWARE FOR POCKET DOORS:
JOHNSON 2000 SERIES HEAVY DUTY POCKET DOOR FRAME (400# CAPACITY)
SIZED PER WALL AND DOOR AT EACH LOCATION.
BYPASS SLIDING DOORS TO HAVE STANDARD **** HARDWARE, WITH EXCEPTION
OF DOOR PULLS, SEE ABOVE.
STOPS:
W- WALL STOP, DELTANA BDS450U26D IN
BRUSHED CHROME
F - FLOOR STOP, DELTANA UFB5000U26D
IN BRUSHED CHROME
H - HINGE STOP, DELTANA HP70U26D IN
BRUSHED CHROME
** BYPASS SLIDING DOORS IN MODULES WILL
HAVE FRAME INSTALLED BY MC, DOOR
PANELS WILL BE SHIPPED LOOSE TO BE
HUNG BY LC.
VENTILATION GRILLS:
VG1:
RENSON INVISIDO 469
WHITE, WIDTH OF DOOR LEAF
VG2:
ANEMOSTAT AFDL STEEL LOUVER,
GREY PRIMER FOR LC PAINTING
FREE AIR FLOW IS 50% OF DOOR CUT OUT
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A4.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Wall Section A
Drawing:
Wall Section A
Scale:
1/2" = 1'-0", 3/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
WALL FRAMING; 2x6's @ 24" O.C. WITH 5/8" ZIP
SHEATHING (EXT.) AND 5/8" DRYWALL (INT.) W/
5.5" ROXUL INSULATION (R-23)
MEMBRANE ROOFING ON 5/8" ZIP SHEATHING.
COVER SHEATHING SLOPED AT 1/4"/FT. FOR
DRAINAGE. SEE SPECIFICATIONS FOR
MEMBRANE SELECTION.
4" PERFORATED EXTERIOR FOUNDATION
DRAIN WRAPPED WITH FILTER FABRIC. SEE
CIVIL DRAWINGS.
24" CONCRETE FOOTING W/ (3) #5
CONTINUOUS, BOTTOM, DEPTH VARIES. MIN
48" FROM BOTTOM OF FOOTING TO FINISHED
GRADE.
GRAVEL BACKFILL WITH NON-WOVEN
GEOTEXTILE FILTER FABRIC PER GEOTECH
REPORT.
UNDER SLAB LATERALS. SEE CIVIL
#5 BARS @ 48" O.C.
8" WIDE P.I.P. CONCRETE STEM WALL AT
GARAGE WALLS
MIRADRAIN 6000 DRAINAGE SYSTEM, OR
EQUAL;INSTALL PER MANUF. SPECIFICATIONS.
+/-2" SPRAY FOAM INSULATION UNDER
HEATED DRIVEWAY.
HEATED DRIVE TUBING
STEEL BEAM; SEE STRUCTURAL PLANS FOR
SIZE
(2) 2x6 PT SILL PLATES ON SILL SEALER W/ 1/2"
DIA. ANCHOR BOLTS; MIN. 2 PER BD. 12" FROM
BOARD END, MAX. 4'-0" O.C.
GARAGE SLAB: 4" CONCRETE W 6x6 WWF ON
6 MIL VAPOR BARRIER ON 4" GRAVEL BASE.
PROVIDE 1/2" EXPANSION JOINT AT SLAB
EDGES, AND PROVIDE RELIEF CUTS AT 10'-0"
MAX O.C.; SLOPE AS INDICATED
DOUBLE 2x10 RIM JOIST
5/8" DRYWALL WITH SMOOTH FINISH (INT) SEE
PLANS AND SPECS
WALL FRAMING; 2x4's @ 16" O.C. BETWEEN
5/8" ZIP SHEATHING (INT.) & 5/8" ZIP
SHEATHING (EXT.)
ROOF FRAMING; 5/8" ZIP SHEATHING (EXT.),
GLUED & NAILED, OVER 2x10's @ 12" O.C. W/ 3"
CLOSED CELL SPRAY FOAM(R-19.5) AND
ROXUL INSULATION(R-23) TOTAL R-VALUE (42.5)
DOUBLE 2x6 TOP PLATE
REALSTONE® SYSTEMS STONE VENEER ON
MVIS VENEER MORTAR (BY LATICRETE) ON
GALVANIZED METAL LATH WITH MVIS
SCRATCH COAT ON 1x PT FURRING. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
5/8" DRYWALL. SEE SPECS.
BACKER ROD AND SEALANT
METAL FLASHING W/ DRIP EDGE; SEAL/
ADHERE TO ROOFING MEMBRANE
DECKING ON 2x6 DECK JOISTS @ 16" O.C. ON
BUZON PEDESTALS; SEE SCHEDULES FOR
SELECTION; TAPER WHEN NECESSARY
2" REALSTONE CAP; SEE SCHEDULE FOR
SELECTION
2x NAILING PLATE; SCREWED OR BOLTED TO
STEEL BEAM FLANGE
KEUKA ITHACA STYLE CABLE RAILING WITH
POWDER COATED ALUMINUM POSTS AND
ALUMINUM TOP RAIL, COLOR - RAVEN BLACK
SCALE: 3/4" = 1'-0"
A Garage Wall Section
A4.01
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A4.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Wall Section B
Drawing:
Wall Section B
Scale:
3/4" = 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: CLOSE ANDSECURE ANY/ALL ACCESSOPENINGS IN WALLS/FLOORS/CEILINGS AFTERMODULE SET.NOTE: CLOSE ANDSECURE ANY/ALL ACCESSOPENINGS IN WALLS/FLOORS/CEILINGS AFTERMODULE SET.14" LVL CONTINUOUS HEADER5/8" DRYWALL ON 2x FRAMING(2) LAYERS R-19 INSULATION, UNFACED, +/- 2'WIDERIM JOIST, SEE MC SHOP DRAWINGS.2x6 BOTTOM PLATEBASE; SEE FINISH SCHEDULE AND DETAILWARMBOARD OVER 3/4" SHEATHING (GLUED &SCREWED) OVER 2x10's @ 16" O.C. SOLID 2x10BRACING AT CENTER SPANFINISHED FLOOR; SEE FINISH SCHEDULE AND FLOORPLANS FOR MATERIALS AND SCOPE CLARIFICATIONGASKET AT SEAMPAC ANCHOR-TITE COPING 4.5; INSTALL PERMANUFACTURER'S SPECIFICATIONS14" LVL RIM JOISTROOF; 5/8" ZIP SHEATHING (EXT.), GLUED & NAILED,OVER LVL STRUCTURE (SEE FRAMING DRAWINGS)90 MIL EPDM OVER 5" RIGID INSULATION (R-25 MIN);STAGGER JOINTS HORIZONTALLY & VERTICALLY; TOPLAYER INSULATION TAPERED 1/4"/FT. FOR DRAINAGE;SEE SPECIFICATIONS FOR MEMBRANE SELECTION.HOLES FOR WIRING AND PLUMBING ASSUPPLIED BY SUPERIOR WALLS2x6 PT SILL PLATES ON NEOPRENE SILLGASKET(BETWEEN ALL PLATES); ATTACH WITHBOLTS AND WASHERS AS SUPPLIED BYSUPERIOR WALLS. MIN 2 BOLTS PER BOARD,MAX 4'-0" O.C.DOUBLE 2x12 RIM JOIST2x6 SILL PLATEWOOD BASE; SEE FINISH SCHEDULE AND DETAILFINISHED FLOOR, SEE FINISH SCHEDULEWARMBOARD OVER 3/4" SHEATHING (GLUED &SCREWED) OVER 2x10's @ 16" O.C. SOLID 2x10 BRACINGAT CENTER SPANCLOSED CELL FOAM INSULATION AT RIM JOIST(R-30 MIN)5/8" DRYWALL MAY OCCUR, SEE FINISHSCHEDULEHOLD VENEER 6" MIN UP FROM GRADESTONE VENEER ON MVIS VENEER MORTAR BYLATICRETE. APPLY VENEER MORTAR DIRECTLYTO POWER WASHED SUPERIOR WALLSSURFACE. SEE ELEVATIONS AND SPECS FORSTONE SELECTION.PAC ANCHOR-TITE COPING 4.5; INSTALL PERMANUFACTURER'S SPECIFICATIONSROOF; 5/8" ZIP SHEATHING (EXT.), GLUED &NAILED, OVER 2x12's @ 12" O.C. FILLED W/ 3"CLOSED CELL SPRAY FOAM & 5.5" OF ROXULINSULATION (R-42.5)AMERICAN HYDROTECH 6125 MONOLITHICMEMBRANE ROOFING OVER 1/2" OVERBOARDOVER 2 LAYERS RIGID INSULATION; STAGGERJOINTS HORIZONTALLY & VERTICALLY; TOPLAYER INSULATION TAPERED 1/4"/FT. FORDRAINAGE; (MIN R-VALUE: 25).2x6 WALL; (R-36 MIN); 2x6's @ 16" O.C. BETWEEN 5/8"DRYWALL (INT.) & 5/8" ZIP SHEATHING (EXT.), FILLEDWITH CLOSED CELL FOAM INSULATION (R 36). ALLSHEATHING SEAMS TAPED WITH ZIP TAPE.CLADDING, SEE EXTERIOR FINISH SCHEDULES FORATTACHMENT AND FINISH. FURRING TO ALIGN WITHWALL STUDS.3" CLOSED CELL INSULATION + 5 1/2" ROXULINSULATION. (R-42.5)Xi SUPERIOR WALL FOUNDATION SYSTEM;COMPONENTS INCLUDE CONCRETE STUD,WRAPPED IN EPS INSULATION; VERTICAL #4REBAR INSIDE EACH STUD W/ GALVANIZEDSTEEL FACING. WALL R-VALUE: 12.54" PERFORATED EXTERIOR FOUNDATION DRAINWRAPPED WITH FILTER FABRIC. SEE CIVILDRAWINGS.4" CONCRETE SLAB. W/ 6X6 WWF2" CLOSED CELL SPAY FOAM INSULATION (R-13);INSTALLED IN FIELD24" CONCRETE FOOTING W/ (3) #5CONTINUOUS, BOTTOM. DEPTH VARIES.COMPACTED GRAVEL BACKFILL TO 6" BELOWFINISHED GRADE6" TOPSOIL (BY OWNER) OR OTHER FINISHEDGRADE TREATMENT PER LANDSCAPEDRAWINGSUNDER SLAB LATERALS. SEE CIVIL#5 BARS @ 48" O.C.SUPERIOR WALLS BOLTED TO FOUNDATION.SEE DETAIL.SEE ELEVATIONS ANDCLADDING DETAILS FORFOUNDATION WALLTREATMENT.2x6 WALL; (R-36 MIN); 2x6's @ 16" O.C. BETWEEN 5/8"DRYWALL (INT.) & 5/8" ZIP SHEATHING (EXT.), FILLEDWITH CLOSED CELL FOAM INSULATION (R 36). ALLSHEATHING SEAMS TAPED WITH ZIP TAPE.TOTAL ROOF R VALUE = 67.5MIRADRAIN 6000 DRAINAGE SYSTEM, OREQUAL;INSTALL PER MANUF. SPECIFICATIONS.EARTH BACKFILL PER GEOTECH REPORT.BALLAST TBD BY LCSEE BUILDING SECTIONS SEE BUILDING SECTIONS2x4 CONTINUOUS TOP PLATECEILING: 5/8" DRYWALL; SEE SPECIFICATIONS FORLEVEL OF FINISHPARAPET WALL; 2x4's @ 16" O.C. BETWEEN 5/8" ZIPSHEATHING (EACH SIDE)BASE TIE-IN PER MANUFACTURERS SPECS.2x PARAPET WALL CAP (RIPPED TO WIDTH); FIELDINSTALLED FOR COPINGWRAP MEMBRANE TO FRONT OF WALL. PROVIDE .10 x1" ALUMINUM TERM BAR BY BEST MATERIALS OREQUAL.2x PARAPET WALL CAP (RIPPED TO WIDTH);FIELD INSTALLED FOR COPINGWRAP MEMBRANE TO FRONT OF WALL.PROVIDE .10 x 1" ALUMINUM TERM BAR BYBEST MATERIALS OR EQUAL.5/8" DRYWALL MAY OCCUR; SEE BUILDINGSPECIFIC DRAWINGSWOOD BASE MAY OCCUR; SEE FINISHSCHEDULE AND DETAILSLAB CONTINUES TO INSULATION BETWEENSUPERIOR WALL STUDS.R-13 BATT INSULATIONTOTAL WALL R VALUE:25.5R-19 BATT INSULATIONBELOW WARMBOARD6/4 INTERIOR WINDOW SILL ON 2x2BLOCKING; SEE FINISH SCHEDULE FORSELECTIONDROPPED 5/8" DRYWALLCEILING; CEILINGDRYWALL TO BESUPPORTED BY USGSUSPENSION GRIDSYSTEM OR APPROVEDEQUALFIBERGLASS BATTINSULATION BELOWWARMBOARDAPPROX. FINISH GRADE WITH POSITIVE SLOPE(5%) AWAY FROM DWELLING (6" per 10' MIN.)STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
SCALE: 3/4" = 1'-0"B House Wall SectionA4.02 State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 01 Reversed Roof Pitch 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A4.03
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Wall Section C
Drawing:
Wall Section C
Scale:
1/2" = 1'-0", 3/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: CLOSE ANDSECURE ANY/ALL ACCESSOPENINGS IN WALLS/FLOORS/CEILINGS AFTERMODULE SET.NOTE: CLOSE ANDSECURE ANY/ALL ACCESSOPENINGS IN WALLS/FLOORS/CEILINGS AFTERMODULE SET.DOUBLE 2x12 RIM JOIST2x6 SILL PLATEWOOD BASE; SEE FINISH SCHEDULE ANDDETAILFINISHED FLOOR, SEE FINISH SCHEDULEWARMBOARD OVER 3/4" PLYWOOD SUBFLOORON 2x12 JOIST @ 16" O.C. W/ SOLID BRIDGINGAT CENTER OF SPAN.2x6 WALL; (R-36 MIN); 2x6's @ 24" O.C. MAXBETWEEN 5/8" DRYWALL (INT.) & 5/8" ZIPSHEATHING (EXT.), FILLED WITH CLOSED CELLFOAM INSULATION (R 36). ALL SHEATHINGSEAMS TAPED WITH ZIP TAPE.14" LVL CONTINUOUS HEADER5/8" DRYWALL ON 2x FRAMING(2) LAYERS R-19 INSULATION, UNFACED, +/- 2'WIDERIM JOIST, SEE MC SHOP DRAWINGS.2x6 BOTTOM PLATEBASE; SEE FINISH SCHEDULE AND DETAILWARMBOARD OVER 3/4" SHEATHING (GLUED &SCREWED) OVER 2x10's @ 16" O.C. SOLID 2x10BRACING AT CENTER SPANFINISHED FLOOR; SEE FINISH SCHEDULE ANDFLOOR PLANS FOR MATERIALS AND SCOPECLARIFICATIONGASKET AT SEAM5/8" ZIP SHEATHINGCLADDING, SEE EXTERIOR FINISH SCHEDULESFOR ATTACHMENT AND FINISH. FURRING TOALIGN WITH WALL STUDS.STONE VENEER ON MVIS VENEER MORTAR.APPLY VENEER MORTAR DIRECTLY TO POWERWASHED SUPERIOR WALLS SURFACE. SEEELEVATIONS AND SPECS FOR STONESELECTION.CLADDING, SEE EXTERIOR FINISH SCHEDULESFOR ATTACHMENT AND FINISH. FURRING TOALIGN WITH WALL STUDS.2x6 WALL; (R-36 MIN); 2x6's @ 24" O.C. MAXBETWEEN 5/8" DRYWALL (INT.) & 5/8" ZIPSHEATHING (EXT.), FILLED WITH CLOSED CELLFOAM INSULATION (R 36). ALL SHEATHINGSEAMS TAPED WITH ZIP TAPE.THERMORY SOFFITTOTAL ROOF R VALUE = 65.5Xi SUPERIOR WALL FOUNDATION SYSTEM;COMPONENTS INCLUDE CONCRETE STUD,WRAPPED IN EPS INSULATION; VERTICAL #4REBAR INSIDE EACH STUD W/ GALVANIZEDSTEEL FACING. WALL R-VALUE: 12.54" PERFORATED EXTERIOR FOUNDATION DRAINWRAPPED WITH FILTER FABRIC. SEE CIVILDRAWINGS.4" CONCRETE SLAB. SEE BUILDING SPECIFICDRAWINGS FOR SPECIFICATIONS.2" CLOSED CELL SPAY FOAM INSULATION(R-13); INSTALLED IN FIELD24" CONCRETE FOOTING W/ (3) #5CONTINUOUS, BOTTOM. DEPTH VARIES.COMPACTED GRAVEL BACKFILL TO 6" BELOWFINISHED GRADEEMIL PAVER ON 4" CRUSHED STONE; PATIOELEVATION 3" BELOW BOTTOM OF DOORUNDER SLAB LATERALS. SEE CIVIL12" CONCRETE BLOCK, ALL CORES GROUTEDSOLID.#5 BARS @ 48" O.C.MIRADRAIN 6000 DRAINAGE SYSTEM, OR EQUAL;INSTALL PER MANUF. SPECIFICATIONS.3" CLOSED CELL INSULATION (R19.5)LVL RAFTERS PER MC SHOP DRAWINGS,SHAPED AS INDICATEDCOR-A-VENT S400 STRIP VENT IN EACH BAY.1x THERMORY FASCIA TRIM2x6 FASCIA BOARDLOW SIDE EAVE DETAIL PER ROOFINGMANUFACTURER.LOW SLOPE STANDING SEAM METAL ROOFINGPER SPECIFICATIONS ON GRACE ULTRA SELFADHERED UNDERLAYMENT FOR HIGHTEMPERATURE APPLICATIONS.(2) LAYERS 5.5" ROXUL INSULATION (R-46)2x12 RIM JOIST(3) 14" LVL'sSEE BUILDING SECTIONS SEE BUILDING SECTIONS121.56A5.04 2x10 PT SILL PLATES ON NEOPRENE SILLGASKET; ATTACH WITH BOLTS AND WASHERSAS SUPPLIED BY SUPERIOR WALLS. MIN 2BOLTS PER BOARD, MAX 4'-0" O.C.CLOSED CELL FOAM INSULATION AT RIM JOIST(R-30 MIN)5/8" DRYWALL MAY OCCUR, SEE FINISHSCHEDULEWRAP ZIP TAPE TO COVER END OF SHEATHING;PROVIDE AND INSTALL 2" WIDE STRIP OF 5/8"EXTERIOR PLYWOOD TO COVER SILL PLATE.PROVIDE AND INSTALL INSECT PROTECTION ATBOTTOM OF FURRING.4" CONTINUOUS TOP PLATEHOLES FOR WIRING AND PLUMBING ASSUPPLIED BY SUPERIOR WALLS5/8" DRYWALL MAY OCCUR; SEE BUILDINGSPECIFIC DRAWINGSWOOD BASE MAY OCCUR; SEE FINISHSCHEDULE AND DETAILSLAB CONTINUES TO INSULATION BETWEENSUPERIOR WALL STUDS.SUPERIOR WALLS BOLTED TO FOUNDATIONPER SWA DETAILS.R-13 BATT INSULATIONSEE ELEVATIONS ANDCLADDING DETAILS FORFOUNDATION WALLTREATMENT.R-19 BATT INSULATIONBELOW WARMBOARDFIBERGLASS BATTINSULATION BELOWWARMBOARDBLOCKING AS REQ'DEMIL PAVER PATIO WITH POSITIVE SLOPE(5%) AWAY FROM DWELLING (6" per 10' MIN.); LOCATION OF STEEL BEAM AND WINDOWFROM EDGE OF SUPERIOR WALL5.01 SCALE: 3/4" = 1'-0"C House Wall SectionA4.03 State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A4.04
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Retaining Wall Sections
Scale:
3/4" = 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.
12" DRAINAGE GRAVEL FILL, WRAPPED IN
MIRAFIL NON-WOVEN GEOTEXTILE FILTER
FABRIC
TOPSOIL
UNDISTURBED EARTH
CONCRETE FOOTING
(2) #5 BARS; TOP AND BOTTOM
4" PVC PERFORATED DRAIN PER CIVIL
DRAWINGS
SEE SITE PLANS AND SPECIFICATIONS
FOR SURFACE AT BOTTOM OF WALL.
1/2" x 45◦ CHAMFER, EACH SIDE
#4 BARS @ 16" O.C.
(3) #4 BARS; CONT.
MIRADRAIN 6000 DRAINAGE SYSTEM, OR
EQUAL; INSTALL PER MANUF.
SPECIFICATIONS.
CONCRETE SURFACE TO BE TEXTURED,
COLOR-TINTED PER TOV DESIGN REVIEW
GUIDELINES.1'-4" 4'-01/2" 3' TO 4'-0" MAX41/4"3'-01/2"1'-0" 1'-0" 3'-6"7'-6" MAX.5'-6"
GRAVEL FILL
TOPSOIL
SOIL FILL
UNDISTURBED EARTH
CONCRETE FOOTING
#5 x 5'-0" @ 16" O.C.
#4 @ 16" OC. CONTINUOUS FOR LENGTH
OF WALL
4" PVC PERFORATED DRAIN PER CIVIL
DRAWINGS
SEE SITE PLANS AND SPECIFICATIONS
FOR SURFACE AT BOTTOM OF WALL.
HANDRAIL, SEE SPECIFICATIONS.
SURFACE MOUNT TO TOP OF WALL PER
MANUFACTURER'S RECOMMENDATIONS.
1/2" x 45◦ CHAMFER, EACH SIDE
#5 @ 16" OC. VERTICAL
#4 @ 16" OC. HORIZONTAL
#4 @ 16" EW
(2) #4 CONTINUOUS
MIRADRAIN 6000 DRAINAGE SYSTEM, OR
EQUAL; INSTALL PER MANUF.
SPECIFICATIONS.
CONCRETE SURFACE TO BE TEXTURED,
COLOR-TINTED PER TOV DESIGN REVIEW
GUIDELINES.
12" DRAINAGE GRAVEL FILL, WRAPPED IN
MIRAFIL NON-WOVEN GEOTEXTILE FILTER
FABRIC
1'-4" 4'-01/2" 3' TO 4'-0" MAX41/4"3'-01/2"3'-6" 2'-0"7'-6" MAX.5'-6"
2'-6"+/-
GRAVEL FILL
TOPSOIL
SOIL FILL
UNDISTURBED EARTH
CONCRETE FOOTING
#5 x 5'-0" @ 16" O.C.
#4 @ 16" OC. CONTINUOUS FOR LENGTH
OF WALL
4" PVC PERFORATED DRAIN PER CIVIL
DRAWINGS
SEE SITE PLANS AND SPECIFICATIONS
FOR SURFACE AT BOTTOM OF WALL.
HANDRAIL, SEE SPECIFICATIONS.
SURFACE MOUNT TO TOP OF WALL PER
MANUFACTURER'S RECOMMENDATIONS.
1/2" x 45◦ CHAMFER, EACH SIDE
#5 @ 16" OC. VERTICAL
#4 @ 16" OC. HORIZONTAL
#4 @ 16" EW
(2) #4 CONTINUOUS
MIRADRAIN 6000 DRAINAGE SYSTEM, OR
EQUAL; INSTALL PER MANUF.
SPECIFICATIONS.
CONCRETE SURFACE TO BE TEXTURED,
COLOR-TINTED PER TOV DESIGN REVIEW
GUIDELINES.
12" DRAINAGE GRAVEL FILL, WRAPPED IN
MIRAFIL NON-WOVEN GEOTEXTILE FILTER
FABRIC
PROPERTY LINE
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
SCALE: 3/4" = 1'-0"
1 1'-6" Max Retaining Wall
A4.04 SCALE: 3/4" = 1'-0"
2 4'-0" Max Retaining Wall
A4.04
SCALE: 3/4" = 1'-0"
3 4'-0" Max Retaining Wall With Reversed Footing
A4.04
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Foundation, Structural, and Stair
Details
Scale:
3/4" = 1'-0", 1 1/2"= 1'-0", 1/2" = 1'-0",
3" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.1'-0"1'-0"2'-0" MIN
2'-0" OVERLAP
VARIES, SEE FOOTING PLAN(3) #5 DOWELS
(3) #5 BARS,
CONTINUOUS,
BOTTOM
41/2"4"MIN EMBEDMIRADRAIN OR EQUAL
1/2" SIMPSON TITEN HD
@ 48" OC MAX
BP 1/2-3 SIMPSON
BEARING PLATE
SHIM UNDER STUDS
WHERE REQUIRED.
FILL JOINT WITH 5000
PSI NON SHRINK, NON
METALLIC GROUT.
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
5/8"31/2" 63/4"
101/4"
LINE OF CONCRETE WALL EDGE
FILL SHIM SPACE WITH MINIMAL
EXPANDING FOAM RATED FOR USE AT
WINDOWS (1/2" SHIM SPACE ALL SIDES)
INSTALLATION BRACKET SUPPLIED BY
WINDOW MANUFACTURER
TRIPLE PANE WD/ALUM. WINDOW. SEE
WINDOW SCHEDULE.
TRIPLE PANE WD/ALUM WINDOWS. SEE
WINDOW SCHEDULE.
1x WOOD TRIM, RIPPED AS REQUIRED.
METAL FLASHING
INTERIORINTERIORTYPICAL JAMB
HEAD
SILL EXTERIOREXTERIOR51/8" 31/8" 2"
DRYWALL RETURNS TO WINDOW FRAME,
TOP AND SIDES.
CORNER BEAD
FILL SHIM SPACE WITH MINIMAL
EXPANDING FOAM RATED FOR USE AT
WINDOWS (1/2" SHIM SPACE ALL SIDES)
TEAR AWAY BEAD AT FRAME
DRYWALL MAY OCCUR, SEE FINISH
SCHEDULE.
FOUNDATION WALL
MOUNTING BRACKETS SUPPLIED BY
WINDOW MANUFACTURER
30mm SILL EXTENSION BY WINDOW
MANUFACTURER; PART OF WINDOW
CONCRETE HEADER BEAM. SEE SWA
SHOP DRAWINGS.
FILL SHIM SPACE WITH MINIMAL
EXPANDING FOAM RATED FOR USE AT
WINDOWS.
PT 2x BUCK INSTALLED AT SWA FACTORY.
(ALL FOUR SIDES)
6/4 INTERIOR WINDOW SILL. SEE FINISH
SCHEDULE FOR SELECTION
WRAP SECOND LAYER OF BITUMINOUS
TAPE ONTO WINDOW FRAME +/- 1/2"
PRIOR TO FOAM INSTALLATION, HEAD AND
JAMBS.
WRAP 6" BITUMINOUS TAPE INTO R.O. PER
MANUFACTURER RECOMMENDATIONS,
ALL SIDES PRIOR TO INSTALLING
WINDOWS.
WRAP SECOND LAYER OF BITUMINOUS
TAPE ONTO WINDOW FRAME +/- 1/2"
PRIOR TO FOAM INSTALLATION, HEAD AND
JAMBS.
WRAP 6" BITUMINOUS TAPE INTO R.O. PER
MANUFACTURER RECOMMENDATIONS,
ALL SIDES PRIOR TO INSTALLING
WINDOWS.
1 1/2" CONTINUOUS BLOCKING AT SILL
WRAP 6" BITUMINOUS TAPE INTO R.O.
PER MANUFACTURER
RECOMMENDATIONS, ALL SIDES PRIOR
TO INSTALLING WINDOWS.
WRAP SECOND LAYER OF BITUMINOUS
TAPE ONTO WINDOW FRAME +/- 1/2"
PRIOR TO FOAM INSTALLATION, HEAD
AND JAMBS.
6/4 INTERIOR WINDOW SILL. SEE
FINISH SCHEDULE FOR SELECTION
PT 2x BUCK INSTALLED AT SWA
FACTORY. (ALL FOUR SIDES)
PT 2x BUCK INSTALLED AT SWA FACTORY.
(ALL FOUR SIDES)
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
STONE VENEER ON MVIS VENEER
MORTAR. APPLY VENEER MORTAR
DIRECTLY TO POWER WASHED SUPERIOR
WALLS SURFACE. SEE ELEVATIONS AND
SPECS FOR STONE SELECTION.
INSTALL WINDOW SILL; SUPPLIED BY
MANUFACTURER
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
STONE VENEER ON MVIS VENEER
MORTAR. APPLY VENEER MORTAR
DIRECTLY TO POWER WASHED SUPERIOR
WALLS SURFACE. SEE ELEVATIONS AND
SPECS FOR STONE SELECTION.
STONE VENEER ON MVIS VENEER
MORTAR. APPLY VENEER MORTAR
DIRECTLY TO POWER WASHED
SUPERIOR WALLS SURFACE. SEE
ELEVATIONS AND SPECS FOR STONE
SELECTION.
POWER WASH SUPERIOR WALL PRIOR
TO REALSTONE APPLICATION
INSTALL WINDOW SILL; SUPPLIED BY
MANUFACTURER
SCALE: 3/4" = 1'-0"
1 STEPPED FOOTING DETAIL
A5.01
SCALE: 1 1/2"= 1'-0"
2 Superior Walls Attachment Detail
A5.01
SCALE: 3" = 1'-0"
4 Window HJS
A5.01
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Entrance Stair Cross Section
Drawing:
Entrance Stair Cross Section
Scale:
1/2" = 1'-0", 3/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
8'-4"RETAINING WALL, SEE
RETAINING WALL DETAILS
GRAVEL FILL
8" POURED CONCRETE WALL
UNDISTURBED EARTH
CONCRETE FOOTING: SEE FOOTING PLAN
HANDRAIL, SEE SPECIFICATIONS.
SURFACE MOUNT TO TOP OF WALL PER
MANUFACTURER'S RECOMMENDATIONS.
#5 @ 16" EW
(3) #5 CONTINUOUS
4" PERFORATED FOOTING DRAIN, SEE
CIVIL
CONCRETE STAIR STRUCTURE, #5 @ 16"
OC., EW. (HEATED)
STONE TREAD AND RISER, SEE
SPECIFICATIONS
EARTH FILL PER GEOTECH REPORT
6" TOPSOIL BY OTHERS (NIC)
MIRADRAIN 6000 DRAINAGE SYSTEM, OR
EQUAL; INSTALL PER MANUF.
SPECIFICATIONS.
ANGULAR FILL
GRAVEL FILL WITH NOON-WOVENGEOTEXTILE FABRIC
2" CLOSED CELL INSULATION
STONE CLADDING PER SPECIFICATIONS
4" CRUSHED STONE BASE
SCALE: 3/4" = 1'-0"
2 ENTRANCE STAIR CROSS SECTION
A5.02
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.04
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1 1/2"= 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.
NOTE: FINISHED FLOORING
SCOPE MAY VARY BY
MODULE. REFER TO PLANS
AND SPECIFICATIONS FOR
CLARIFICATION.
101/4"5/8" 111/4" 3/4"1'-0"DBL. 2x10 PT SILL PLATE ON NEOPRENE SILL GASKET
(BETWEEN ALL SILL PLATES); ATTACH WITH BOLTS AND
WASHERS AS SUPPLIED BY SUPERIOR WALLS. MIN 2 BOLTS
PER BOARD, MAX 4'-0" O.C.
DOUBLE RIM JOIST PER MC SHOP DRAWINGS
BASE; SEE FINISH SCHEDULE AND DETAIL
FINISHED FLOOR OVER WARMBOARD, SEE FINISH SCHEDULE
FLOOR STRUCTURE PER MC SHOP DRAWINGS; FILL CAVITIES
WITH FIBERGLASS ACOUSTIC BATT INSULATION.
VERIFY TERMITE SHIELD REQUIREMENTS W/ TABLE R301.2(6)
IN THE IRC & WITH LOCAL JURISDICTION. IF REQUIRED,
INSTALL CONTINUOUS METAL TERMITE SHIELD BETWEEN
TWO LAYERS OF SILL SEALER. SHIELD SHALL EXTEND
BEYOND INSULATION ON INTERIOR. SEE IRC SECTION R318
FOR MORE INFORMATION.
2x8 WALL PER MC SHOP DRAWINGS, FILLED WITH CLOSED
CELL FOAM INSULATION (R 36). ALL SHEATHING SEAMS
TAPED WITH ZIP TAPE.
CLADDING, SEE SPECIFICATIONS FOR ATTACHMENT AND
FINISH. FURRING TO ALIGN WITH WALL STUDS. PROVIDE
INSECT PROTECTION IN SHIM SPACE AT BOTTOM AND TOP.
STONE VENEER ON MVIS VENEER MORTAR. APPLY VENEER
MORTAR DIRECTLY TO POWER WASHED SUPERIOR WALLS
SURFACE. SEE ELEVATIONS AND SPECS FOR STONE
SELECTION.
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
2x6 FRAMING @ 16" O.C. FILLED W/ CLOSED CELL FOAM
INSULATION
INSULATE JOIST SPACE WITH CLOSED CELL FOAM FROM RIM
JOIST TO BLOCKING.
FINISH SHEATHING AS REQUIRED, SEAL BOTTOM CORNER
WITH ZIP TAPE.
SIDING MATERIAL WRAPS FOR SOFFIT
SWA FOUNDATION WALL; SEE SHOP DRAWINGS FOR
ADDITIONAL INFORMATION.
EXTERIOR CLADDING. SEE ELEVATIONS AND
SPECIFICATIONS.
FILL SHIM SPACE WITH MINIMAL
EXPANDING FOAM RATED FOR USE AT
WINDOWS (1/2" SHIM SPACE ALL SIDES)
MOUNTING BRACKET SUPPLIED BY
UNILUX; INSTALLED BY MC
TEAR AWAY BEAD AGAINST WINDOW FRAME
BASE BELOW
INTERIOR
EXTERIOR
SHIM OUT WALL AS REQUIRED, MIN 1 1/2"
1 1/2" RIGID INSULATION
5/8" DRYWALL; FINISH PER SPECIFICATIONS
STRUCTURE PER MC SHOP DRAWINGS
SITE INSTALLED THRUST BEAM PER MC SHOP
DRAWINGS
CLEAR ANODIZED, EXTRUDED ALUMINUM
(.050" NOMINAL WALL THICKNESS),
CORNER MOLD W/ 3/4" FACE FLANGE
WOOD SIDING. MITER CORNERS AT
ALUMINUM TRIM PIECE.
1x4 PT FURRING
3/4" PT FURRING STRIP
MIN 2 SUPPORTS FOR ALL BOARDS
WOOD CLADDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO CORNER
OF TONGUE ON 45° ANGLE TO PT FURRING.
FURRING TO ALIGN WITH WALL STUDS.
ZIP SHEATHING OVER MODULE FRAMING
1/2" MDF SHEATHING; PAINTED
(5) WOOD VENEER PLYWOOD SHELVES
(2) 2'-0" x 7'-0" SOLID WOOD DOORS; APPLY
WOOD SIDING TO DOORS SO THEY APPEAR
HIDDEN
USE WOOD MATERIAL TO HIDE ALL
EXPOSED ROUGH FRAMING MATERIAL OR
I.L.O. FURRING WHEN NECESSARY
11/2"5/8" 51/2"5/8"81/4"67/8"67/8" 3/4"3/4"WALL; SEE MC SHOP DRAWINGS
WOOD SIDING. MITER CORNERS AT
ALUMINUM TRIM PIECE.
CLEAR ANODIZED, EXTRUDED ALUMINUM
(.050" NOMINAL WALL THICKNESS),
CORNER MOLD W/ 3/4" FACE FLANGE
WOOD SIDING. END MATCHED JEM™ JOINT
DOES NOT NEED TO FALL ON SUPPORT;
VERIFY MATERIAL AND WHERE JOINT
NEEDS TO MEET
MIN 2 SUPPORTS FOR ALL BOARDS
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO
CORNER OF TONGUE ON 45° ANGLE TO
PT FURRING. FURRING TO ALIGN WITH
WALL STUDS.
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO CORNER
OF TONGUE ON 45° ANGLE TO PT FURRING.
FURRING TO ALIGN WITH WALL STUDS.
5/8" ZIP SHEATHING ALL SEAMS TAPED
CLEAR ANODIZED, EXTRUDED
ALUMINUM (.050" NOMINAL WALL
THICKNESS), CORNER MOLD W/ 3/4"
FACE FLANGE
WOOD SIDING
1x4 PT FURRING
1x4 PT FURRING
1x4 PT FURRING
3/4" PT FURRING STRIP
5-1/2" CLOSED CELL FOAM INSULATION
(R-36) 5-1/2" CLOSED CELL FOAM INSULATION
(R-36)
5-1/2" CLOSED CELL FOAM INSULATION
(R-36)
5-1/2" CLOSED CELL FOAM INSULATION
(R-36)
PT FURRING, ALIGN WITH STUDS
2x6 WALL BY MANUFACTURER
3/4" PT FURRING STRIP
VERTICAL SECTION
INSIDE CORNER OUTSIDE CORNER HORIZONTAL SECTION
VERIFY WITH PROJECT DRAWINGS10 1/4"1'-03/4"4"STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO
POWER WASHED SUPERIOR WALLS
SURFACE. SEE ELEVATIONS AND SPECS
FOR STONE SELECTION.
HOLD VENEER 4" MIN UP FROM GRADE
SEE ELEVATIONS AND CLADDING DETAILS
FOR CLADDING AT EXTERIOR WALLS.
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
INSECT PROTECTION AT BOTTOM OF
FURRING
1/4" AIR GAP BETWEEN STONE AND SIDING
BREAK METAL FLASHING, COLOR TO
MATCH WINDOW SILLS
PROVIDE AND INSTALL MOD STRAPS PER
MC SHOP DRAWINGS. (LC PROVIDES AND
ATTACHES TO SILL PLATE, SET CREW
ATTACHES TO RIM JOIST)
WRAP ZIP TAPE ONTO SUPERIOR WALL
APPROX. FINISH GRADE WITH POSITIVE SLOPE
(5%) AWAY FROM DWELLING (6" per 10' MIN.)
INSECT PROTECTION AT BOTTOM OF FURRING
BREAK METAL FLASHING, COLOR TO MATCH
WINDOW SILLS
2x10 PT SILL PLATE ON NEOPRENE SILL
GASKET; ATTACH TO STEEL AS REQ'D
5/8" DRYWALL
WRAP ZIP TAPE TO COVER END OF SHEATHING;
PROVIDE AND INSTALL STRIP OF 5/8" EXTERIOR
PLYWOOD TO COVER SILL PLATE AND
BLOCKING.
BLOCKING AS REQ'D TO ATTACH PLYWOOD
AND DRYWALL AT STEEL BEAM
UNILUX WINDOW UNIT; SET BACK 21/8" FROM
EDGE OF SUPERIOR WALL
DRYWALL RETURNS TO UNILUX WINDOW; TEAR
AWAY BEAD ALONG WINDOW
W12x30 STEEL BEAM; SET BACK 21/8" FROM
EDGE OF SUPERIOR WALL; INSULATE ON BOTH
SIDES OF BEAM
STONE VENEER ON MVIS VENEER MORTAR (BY
LATICRETE) ON 1/2" CEMENT BOARD ON 1x PT
FURRING. SEE ELEVATIONS AND SPECS FOR
STONE SELECTION.
2x FRAMING FOR WINDOW, DRYWALL, AND
EXTERIOR TRIM ATTACHMENT; ATTACH TO
STEEL AS REQ'D
TOP OF SUPERIOR WALL
BEYOND; STEEL BEAM TO
BEAR ON SUPERIOR WALL SELF ADHESIVE EPDM FLASHING OVER METAL
FLASHING; ALLOW AIR SPACE FOR DRAINAGE
FROM PT FURRING TO WINDOW TRIM
WALL; SEE BUILDING SECTIONS OR
WALL SECTIONS FOR INFORMATION
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO
CORNER OF TONGUE ON 45° ANGLE TO
PT FURRING. FURRING TO ALIGN WITH
WALL STUDS.
WALL; SEE BUILDING SECTIONS OR
WALL SECTIONS FOR INFORMATION
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO
CORNER OF TONGUE ON 45° ANGLE TO
PT FURRING. FURRING TO ALIGN WITH
WALL STUDS.
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
METAL FLASHING
METAL FLASHING
WOOD SIDING, FASTENED WITH SHIGA
STAINLESS STEEL SCREWS INTO
CORNER OF TONGUE ON 45° ANGLE TO
PT FURRING. FURRING TO ALIGN WITH
WALL STUDS.
WALL; SEE BUILDING SECTIONS OR
WALL SECTIONS FOR INFORMATION
BACKER ROD AND SEALANT
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
VERTICAL - METAL/WOOD SECTION - TOP
VERTICAL - METAL/WOOD SECTION - BOTTOM
HORIZONTAL - METAL/WOOD SECTION
STRUCTURAL NOTES:1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements anddetails of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
SCALE: 1 1/2"= 1'-0"
1 Floor Overhang
A5.04 SCALE: 1 1/2"= 1'-0"
2 Living Room Post Detail
A5.04
SCALE: 1 1/2"= 1'-0"
3 Balcony Storage Doors
A5.04
SCALE: 1 1/2"= 1'-0"
4 Cladding Details - Wood
A5.04
SCALE: 1 1/2"= 1'-0"
5 Cladding Transition: Wood to Stone
A5.04 SCALE: 1 1/2"= 1'-0"
6 Steel beam over window in SWA
A5.04 SCALE: 1 1/2"= 1'-0"
7 Cladding Details - Metal
A5.04
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5
03
04
HVAC Strategy Change
Balcony Change
6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.05
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1 1/2"= 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.5"1'-3"101/2" 101/2"
1'-9"75/8" 75/8"1'-31/4"2" ±STONE VENEER ON MVIS VENEER MORTAR.
APPLY VENEER MORTAR DIRECTLY TO
POWER WASHED SUPERIOR WALLS
SURFACE. SEE ELEVATIONS AND SPECS
FOR STONE SELECTION.
POWER WASH SUPERIOR WALL PRIOR TO
REALSTONE APPLICATION
UNILUX LIFT AND SLIDE DOOR SILL
GRACE VAPROSHIELD FLASHING OR EQUAL
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK2x6 PT RIM JOIST FOR DECK FRAMING
2x6 PT DECK FRAMING @ 16" O.C. ON
PEDESTALS
(2) 2x6 PT RIM JOIST FOR RAILING SUPPORT
2x4 PT BLOCKING FOR ADDITIONAL RAILING
SUPPORT; INSTALL IF NEEDED
DECKING; SEE SCHEDULES FOR MATERIAL AND
SIZE BACKER ROD AND SEALANT
EWP FINISHED FLOORING ON WARMBOARD
SHEATHING; SEE FINISH SCHEDULE
FLOOR STRUCTURE; 3/4" PLYWOOD
SUBFLOOR ON 2x12 JOIST @ 16" O.C. W/
SOLID BRIDGING AT CENTER OF SPAN.
SITE BUILT, BENCH WITH STEPS; 2x4 FRAMING
WRAPED IN 3/4"PLYWOOD; BENCH TO BE CLAD
IN EWP FLOORING MATERIAL; RABBIT TREAD
AND RISER, AND ROUND OVER THE EWP
FLOORING EDGE 1/8"
DURA SCUPPER DRAIN (CANTED) #SCP44C
BY MARATHON ROOFING PRODUCTS
INSTALLED WITH ROOFING.
CUT DURA SCUPPER DRAIN BACK AFTER
FINISH CLADDING APPLIED; ENOUGH FOR
WATER TO RUN OUT SCUPPER, BUT NOT TO
RUN ONTO WALL.
AMERICAN HYDROTECH 6125 MONOLITHIC
MEMBRANE ROOFING SYSTEM OVER 5/8" ZIP
SHEATHING; INSTALL PER MANUFACTURER'S
RECOMMENDATIONS 51/2" 33/4" 91/4" 15/8"BOTTOM OF METAL TO ALIGN WITH
BOTTOM OF METAL @ FRONT ENTRY
WRAP WOOD SIDING AROUND
INTERIOR PERIMETER OF BALCONY TO
UNDERSIDE OF DECK JOISTS
2x10 PT DECK JOISTS @ 16" O.C.;
CANTILEVERED INTO MODULE;
SEE FRAMING PLANS
BACKER ROD AND SEALANT
DECKING; SEE SCHEDULES
2x4 PT FRAMING
Simpson Strong-Tie® HU210, INVERTED;
TYP. OF CANT. BALCONY DECK JOISTS
(2) 2x10's AT DECK PERIMETER
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
WOOD BLOCKING FOR RAILING
MOUNTING; COORDINATE INSTALL WITH
METAL CLADDING INSTALLERS; SOLID
WOOD BLOCKING FROM INSIDE OF
METAL CLADDING TO DECK FRAMING
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK; SIDE
MOUNTED POST ON BALCONY
.040 ALUMINUM, CUSTOM MADE
FLASHING OVER FRAMING AND
METAL CLADDING
BLOCKING BETWEEN DECK JOISTS
FLASHING AS REQ'D
CONTINUE INSULATION UNDER
WARMBOARD
11/4"
3" 6" 6"
DECKING; SEE SCHEDULES
3-3/4" SDS SCREWS; ATTACH AS
DIMENSIONED (TYP. OF 4)
5-3/4" SDS SCREWS THRU SHEATHING
TO WALL; ATTACH AS DIMENSIONED
(TYP. OF 4)11/2" 61/4" 11/2"BOTTOM OF METAL TO ALIGN WITH
BOTTOM OF METAL @ FRONT ENTRY
WRAP WOOD SIDING AROUND
INTERIOR PERIMETER OF BALCONY TO
UNDERSIDE OF DECK JOISTS
(2) 2x10's AT DECK PERIMETER
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
WOOD BLOCKING FOR RAILING
MOUNTING; COORDINATE INSTALL WITH
METAL CLADDING INSTALLERS; SOLID
WOOD BLOCKING FROM INSIDE OF
METAL CLADDING TO DECK FRAMING
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK; SIDE
MOUNTED POST ON BALCONY
.040 ALUMINUM, CUSTOM MADE
FLASHING OVER FRAMING AND
METAL CLADDING
(2) 2x10 PT FRAMING ATTACHED TO
HOUSE WITH SDS SCREWS AS
INDICATED; TYP. OF 2 LOCATIONS; SEE
FRAMING PLANS
BACKER ROD AND SEALANT
2x10 RIM JOIST OF MODULE
2x4 PT FRAMING
FLASHING AS REQ'D
Simpson Strong-Tie® HUC210
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
5.03
5.03
5.03
5.04
5.04
SCALE: 1 1/2"= 1'-0"
1 Deck at Dining Room
A5.05
SCALE: 1 1/2"= 1'-0"
2 Balcony Detail
A5.05
SCALE: 1 1/2"= 1'-0"
3 Balcony Detail
A5.05
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 04 Balcony Change 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
A5.09
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Drawing:
Exterior Details
Scale:
1" = 1'-0", 1 1/2"= 1'-0", 1/2" =
1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
LC NOTES APPEAR IN GRAY BOXES, FACTORY NOTES
ARE WITHOUT BOXES.5"4" 67/8"VARIESSEE BLDG. SECT.VARIES
W/ EXT.
FINISH
2"
MEMBRANE AND PATCHES
EXTEND OVER FLANGE
CUSTOM RECTANGULAR
CONDUCTOR HEAD WITH OPEN
TOP. ALLOW MIN 2"
CLEARANCE TO END OF
SCUPPER. PROVIDE U SHAPED
FACE AT CLADDING TO FIT
UNDER SCUPPER.
CUSTOM DOWNSPOUT. SEE
BUILDING ELEVATIONS
ANCHOR STRAPS TO MATCH
DOWNSPOUT
CLADDING TIGHT (+/-1/4" MAX
GAP) TO SCUPPER ON ALL
FOUR SIDES.
ZIP TAPE ALL SIDES AT
SHEATHING.
DURA SCUPPER DRAIN (CANTED)
#SCP44C BY MARATHON
ROOFING PRODUCTS INSTALLED
WITH ROOFING.6" 63/4" VARIESVARIESSEE BLDG. SECT.VARIESW/ EXT.FINISH
COVER EDGE OF CANT WITH
ROOF MEMBRANE PIECES.
ADHERE PER MANUFACURER'S
RECOMMENDATIONS
PROVIDE RIGID INSULATION
SUCH THAT BOTTOM OF
OVERFLOW DRAIN IS 1" MIN
ABOVE BOTTOM OF DRAIN TO
CONDUCTOR HEAD
DURA SCUPPER DRAIN (CANTED)
#SCP44C BY MARATHON
ROOFING PRODUCTS INSTALLED
WITH ROOFING. CUT OFF END
FLUSH WITH CLADDING AND
PROVIDE TRIM TO MATCH
CONDUCTOR HEAD ONCE
CLADDING IS INSTALLED.
PROVIDE ZIP TAPE ON ALL FOUR
SIDES OF SCUPPER TUBE.
INSTALL BLOCKING AT TOP AND
BOTTOM OF SCUPPER TUBE
ONCE TAPERED INSULATION IS
IN PLACE.
10"
VARIES;
SEE PLANS/ELEV.1'-0"1"1" METAL TRIM TO MATCH
CONDUCTOR HEADS. ATTACH
WITH FLANGES AND SCREWS
INSIDE SCUPPER TUBE ON TOP
AND SIDES.
TOP OF MEMBRANE
CUSTOM CONDUCTOR HEAD
AND DOWNSPOUT.
CLADDING, SEE ELEVATIONS
COPING, SEE SECTION 10 AND
SPECIFICATIONS.
REAR FACE OF CONDUCTOR
HEAD IS U SHAPED TO FIT
AROUND SCUPPER TUBE.
TOP OF CONDUCTOR HEAD AND
TOP OF OVERFLOW TRIM TO
ALIGN.51/2" 33/4" 91/4" 15/8" 53/8"C 6x8.2 (GALVANIZED) C CHANNEL,
SEE FRAMING PLAN
2x4 PT FRAMING; THICKNESS OF
FRAMING TBD WHERE CLADDING
TERMINATES
STEEL TUBE POST, SEE FRAMING PLAN
(2) 2x12's AT DECK PERIMETER;
PRESSURE TREATED
METAL CLADDING; INSTALL PER
MANUFACTURERS SPECS.; CUSTOM
COLOR: RAL8022 (TO MATCH EXTERIOR
WINDOW FRAMES)
ATTACH (2) 2x8's TO STEEL WITH
SIMPSON HGA 10 STAINLESS STEEL
ANGLES, WITH (4) 1/4" SS SCREWS
INTO WOOD AND (4) 1/4" TEK SS
SCREWS INTO C CHANNEL. USE
SikañH[ &216758&7,21 6($/$17 )25
TEK SS SCREWS INTO C CHANNEL.
PT WOOD BLOCKING FOR RAILING
MOUNTING; COORDINATE INSTALL WITH
METAL CLADDING INSTALLERS; SOLID
WOOD BLOCKING FROM INSIDE OF
METAL CLADDING TO DECK FRAMING
CABLE RAILING WITH POWDER COATED
ALUMINUM POSTS AND ALUMINUM TOP
RAIL, COLOR - RAVEN BLACK; SIDE
MOUNTED POST ON BALCONY
.040 ALUMINUM, CUSTOM MADE
FLASHING OVER FRAMING AND
METAL CLADDING
2x6 PT DECK JOISTS @ 16" O.C.
WOOD SIDING, SEE EXTERIOR FINISH
SCHEDULES FOR ATTACHMENT AND
FINISH. FURRING TO ALIGN WITH WALL
STUDS.
WRAP WOOD SIDING AROUND
INTERIOR PERIMETER OF BALCONY; LC
TO DETERMINE WHERE CLADDING
TERMINATES
BACKER ROD AND SEALANT
DECKING; SEE SCHEDULES
FINISHED FLOOR; SEE SCHEDULES
1/2" THRU BOLT
Simpson Strong-Tie® HUC28-2 HANGER;
EACH SIDE
STEEL POST STACKING LINE
L 3x3x5/16; EACH SIDE; SHOP WELDED
TO STEEL TUBE POST AND 1/2" THRU
BOLTED TO WALL PLATE AND
BLOCKING BELOW
STEEL TUBE POST, SEE FRAMING PLAN
1/2" THRU BOLT
Simpson Strong-Tie® HUC28-2
HANGER; EACH SIDE
FLASHING AS REQ'D
1/2" x 4" x 1'-6" GALV. METAL PLATE;
WELDED TO C CHANNEL; BOLT TO
STEEL POST W/ 3/4" A325 BOLTS; USE
ARMATHERM FRR THERMAL BREAK
PLATE BETWEEN PLATE AND POST
2x6 PT LEDGER BOARD; ATTACH W/
2-1/4" SDS SCREWS @ EA. WALL STUD
CUT RIM JOIST AND SHEATHING TO
ALLOW METAL PLATE CONNECTION TO
STEEL POST
INSTALL ZIP SHEATHING AND TAPE
AFTER METAL PLATE GETS BOLTED;
INSULATE IF POSSIBLE
(2) 2x8's; BLOCKING
MODULE WALL & FLR. FRAMING;
SPACING FROM METAL POST MAY
VARY; INSTALL BLOCKING AS REQ'D TO
SECURE METAL POST TO FRAMING
(2) 2x8's; BLOCKING
L 3x3x1/4; EACH SIDE; SHOP WELDED
TO STEEL TUBE POST AND 1/2" THRU
BOLTED TO WALL PLATE AND
BLOCKING BELOW
STEEL TUBE POST, SEE FRAMING PLAN
WOOD CLADDING, SEE EXTERIOR
FINISH SCHEDULES FOR ATTACHMENT
AND FINISH. FURRING TO ALIGN WITH
WALL STUDS.
L 3x3x5/16; EACH SIDE; SHOP WELDED
TO STEEL TUBE POST AND 1/2" THRU
BOLTED TO THRU SHEATHING AND
BLOCKING BELOW
STEEL TUBE POST, SEE FRAMING PLAN
1/2" THRU BOLT
ELEVATION OF STEEL POST BASE - BOTTOM
1/2" THRU BOLT
Simpson Strong-Tie® HUC28-2 HANGER;
EACH SIDE Simpson Strong-Tie® HUC28-2
HANGER; EACH SIDE
16d NAILS
MODULE WALL & FLR. FRAMING;
SPACING FROM METAL POST MAY
VARY; INSTALL BLOCKING AS REQ'D TO
SECURE METAL POST TO FRAMING
BOTTOM WALL PLATE
(2) 2x8's BLOCKING
SILL PLATES
POST; CONNECT FRAMING DIRECTLY
TO STEEL POST WITH TEK SS SCREWS
BOTTOM WALL PLATE; CLIP PLATE FOR
POST AND ANGLE ATTACHMENT
(2) 2x8 BLOCKING
(2) 2x10's; FITTED UNDER POST LOAD
(2) 2x10's; FITTED UNDER POST LOAD
4"1'-6"11/2"3"11/2"6"11/2"3"11/2"31/2"PLAN @ TOP OF POST
CL
L 3x3x5/16; EACH SIDE; SHOP WELDED
TO STEEL TUBE POST AND 1/2" THRU
BOLTED TO THRU SHEATHING AND
BLOCKING BELOW
Simpson Strong-Tie® HUC28-2
HANGER; EACH SIDE
HSS STEEL TUBE; SEE FRAMING PLAN
FOR SIZE
BAR 4x3/4x20 EACH SIDE W/ 6 - 3/4"
A325 BOLTS
1/2" x 4" x 1'-6" GALV. METAL PLATE;
WELDED TO C CHANNEL; BOLT TO
STEEL POST W/ 3/4" A325 BOLTS W/
SPACING INDICATED; ARMATHERM FRR
THERMAL BREAK PLATE BETWEEN
PLATE AND POST
RIM JOIST
CUT RIM JOIST AND SHEATHING TO
ALLOW METAL PLATE CONNECTION TO
STEEL POST
FLOOR JOIST
(2) 2x8's; BLOCKING
1/2" x 4" x 1'-6" GALV. METAL PLATE;
WELDED TO C CHANNEL; BOLT TO
STEEL POST W/ 3/4" A325 BOLTS W/
SPACING INDICATED; ARMATHERM FRR
THERMAL BREAK PLATE BETWEEN
PLATE AND POST
11/2" 3"3"3"2"3"3"11/2"1'-8"4"11/2" 3" 9" 3"11/2"1'-6"STEEL POST STACKING LINE
CL
HSS STEEL TUBE; SEE FRAMING PLAN
FOR SIZE
BAR 4x3/4x20 EACH SIDE W/ 6 - 3/4"
A325 BOLTS
ELEVATION OF METAL BAR @ POST STACKING
1/2" x 4" x 1'-6" GALV. METAL PLATE;
WELDED TO C CHANNEL; BOLT TO
STEEL POST W/ 3/4" A325 BOLTS W/
SPACING INDICATED; ARMATHERM FRR
THERMAL BREAK PLATE BETWEEN
PLATE AND POST STRUCTURAL NOTES:1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements anddetails of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
5.04
SCALE: 1" = 1'-0"
1 Scupper at Downspouts
A5.09 SCALE: 1" = 1'-0"
2 Scupper at Overflow
A5.09 SCALE: 1" = 1'-0"
3 Scupper and Overflow Elevation
A5.09
SCALE: 1 1/2"= 1'-0"
4 Balcony Detail @ Gallery thru Steel Post - Top
A5.09
SCALE: 1 1/2"= 1'-0"
5 Steel Post Base Detail for Gallery Balcony - Bottom
A5.09
SCALE: 1 1/2"= 1'-0"
6 Plan and Elevation C Channel and Metal Plate Connection
A5.09
SCALE: 1 1/2"= 1'-0"
7 Elevation of Metal Connections for Gallery Balcony
A5.09
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
S.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Footing plan
Drawing:
Footing plan
Scale:
1/4" = 1'-0", 1:1.33, 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
12'-113/8" 2'-6" 10'-107/8" 3'-0" 11'-0" 3'-0" 12'-9" 3'-0" 21'-57/8" 2'-0"
3'-0" 11'-67/8" 4'-0"2'-0" 8'-75/8" 4'-0" 3'-85/8" 4'-0" 14'-91/2"2'-0" 5'-111/4" 26'-6" 2'-81/2"2'-0" 5'-81/8" 14'-0" 5'-85/8" 3'-0" 6'-9" 6'-83/4" 2'-0" 2'-0" 16'-113/8" 2'-0" 8'-111/8" 3'-0" 13'-01/2" 3'-0"1'-33/4"3'-0" 9'-71/8" 2'-0"2'-0" 9'-103/4" 17'-11/4" 14'-101/2" 2'-0"2'-0" 21'-31/8"
5"
10'-53/8"
5"
12'-111/2"2'-113/8" 2'-0" 26'-55/8"2'-83/8" 2'-0" 14'-01/4" 21'-6"
44'-41/2" 40'-25/8"
15'-4" 10'-13/4" 29'-0" 6'-83/4"45'-101/2"16'-73/8" 4'-71/8" 24'-43/4" 2'-0" 16'-81/4" 2'-0" 39'-61/8"
5"
5'-55/8"5"5"6'-81/2"5"2'-0" 41'-101/2" 2'-0"2'-67/8" 2'-0" 9'-4" 2'-0"6'-6"19'-91/2" 4'-47/8" 2'-0"2'-0" 6'-1 3/4" 2'-0" 4'-01/4" 4'-6"7'-111/2" 2'-0"8'-11/4" 2'-0"2'-83/8" 2'-0" 12'-01/4" 2'-0" 21'-6"6'-4" 2'-0"31'-85/8"
19'-27/8"
PIP DPIP A
PIP E
PIP G PIP J
PIP K
PIP M
PIP S
PAD 04
PAD 02 PAD 07
PAD 08 PAD 11
PAD 10
PAD 12
PAD 13
PAD 14
PAD 15
PAD 09
PAD 06
PIP B
PIP C
PIP F PIP H
PIP L
PIP P PIP N
PIP WP
PIP WA
PIP WB
PIP WC
PIP Q PIP R
PIP WD
PIP WE
PIP WF
PIP WG
PIP WH
PIP WM
PIP WN
PIP WQ
A C D E
6
B
2
PIP Foundation Schedule
Element ID
PIP A
PIP B
PIP C
PIP D
PIP E
PIP F
PIP G
PIP H
Width
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
Depth
4'-0"
3'-11/2"
3'-0"
2'-0"
2'-2"
2'-0"
2'-6"
3'-6"
BOF to Sea Level
8,586.50'
8,587.37'
8,588.37'
8,589.37'
8,589.21'
8,589.37'
8,588.87'
8,587.87'
Length
12.96'
2.94'
2.00'
24.47'
8.73'
2.70'
2.00'
14.02'
PIP Foundation Schedule
Element ID
PIP J
PIP K
PIP L
PIP M
PIP N
PIP P
PIP Q
PIP R
Width
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
Depth
2'-6"
2'-6"
3'-0"
3'-0"
3'-6"
2'-71/2"
3'-0"
4'-0"
BOF to Sea Level
8,588.87'
8,588.87'
8,588.37'
8,588.37'
8,587.87'
8,587.87'
8,587.50'
8,586.50'
Length
19.50'
29.00'
8.15'
66.69'
2.00'
9.33'
2.00'
2.57'
PIP Foundation Schedule
Element ID
PIP S
PIP WA
PIP WB
PIP WC
PIP WD
PIP WE
PIP WF
PIP WG
Width
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
Depth
4'-0"
1'-4"
1'-4"
1'-4"
1'-4"
1'-4"
1'-4"
1'-0"
BOF to Sea Level
8,586.50'
8,587.87'
8,587.87'
8,587.87'
8,587.87'
8,587.87'
8,587.87'
8,587.75'
Length
43.87'
12.69'
8.15'
9.96'
4.02'
10.10'
2.50'
19.79'
PIP Foundation Schedule
Element ID
PIP WH
PIP WJ
PIP WK
PIP WM
PIP WN
PIP WP
PIP WQ
Width
2.00'
4.00'
4.00'
4.00'
2.00'
2.00'
2.00'
Depth
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
BOF to Sea Level
8,587.75'
8,587.75'
8,587.75'
8,587.75'
8,588.10'
8,588.10'
8,588.10'
Length
4.41'
35.12'
25.44'
14.65'
16.95'
20.69'
16.95'
Footing Pad Schedule
Element ID
PAD 02
PAD 04
PAD 06
PAD 07
PAD 08
PAD 09
PAD 10
PAD 11
PAD 12
PAD 12
PAD 13
PAD 14
PAD 15
BOF to
Floor line
-3'
-3'
-3'
-3'
-3'
-3'
-3'
-3'
-3'
-3'
-3'
-3'
-3'
BOF to Sea
Level
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
8,589.08'
Depth
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'-3"
1'-3"
Length (A)
2'-6"
2'-6"
2'-6"
3'
3'
3'
3'
3'
14'
14'
26'-6"
4'
4'
Width (B)
2'-6"
2'-6"
2'-6"
3'
3'
3'
3'
3'
3'
3'
3'
4'
4'
Steel
(4) #5 EW Bottom
(4) #5 EW Bottom
(4) #5 EW Bottom
(4) #5 EW Bottom
(4) #5 EW Bottom
(4) #5 EW Bottom
(4) #5 EW Bottom
(4) #5 EW Bottom
(4) #5 lengthwise, #5@3' oc Crosswise
(4) #5 lengthwise, #5@3' oc Crosswise
(5) #5 EW Bottom
(5) #5 EW Bottom
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
NOTES:
1. POURED BUILDING WALL FOOTINGS TO HAVE (3) #5 BARS, BOTTOM. SEE RETAINING WALL
SECTION DETAILS FOR REINFORCEMENT AT RETAINING WALLS.
2. SEE STEPPED FOOTING DETAIL FOR MORE INFORMATION.
3. SEE WALL SECTIONS, GEOTECH REPORT, AND CIVIL DRAWINGS FOR FOOTING DRAINAGE.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
S.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Retaining Wall Footing plans
Drawing:
Retaining Wall Footing plans
Scale:
1/4" = 1'-0", 1:1.33, 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
12'-113/8" 2'-6"
2'-0" 21'-31/8"
12'-111/2"2'-113/8" 2'-
15'-4"
16'-73/8" 4'-71/8" 24'-43/4"2'-0" 41'-101/2" 2'-0"2'-67/8" 2'-0" 9'-4" 2'-6'-6"19'-91/2"4'-47/8" 2'-0"2
3
'
-
8
1
/
2
"29'-111/2"31'-85/8"
19'-27/8"
PIP A
PIP S
PIP B
PIP P PIP N
RW TYPE A
PIP Q PIP R
PIP WG
PIP WH
PIP WJ
PIP WK
PIP WM
6
2
PIP Foundation Schedule
Element ID
PIP A
PIP B
PIP C
PIP D
PIP E
PIP F
PIP G
PIP H
Width
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
Depth
4'-0"
3'-11/2"
3'-0"
2'-0"
2'-2"
2'-0"
2'-6"
3'-6"
BOF to Sea Level
8,586.50'
8,587.37'
8,588.37'
8,589.37'
8,589.21'
8,589.37'
8,588.87'
8,587.87'
Length
12.96'
2.94'
2.00'
24.47'
8.73'
2.70'
2.00'
14.02'
PIP Foundation Schedule
Element ID
PIP J
PIP K
PIP L
PIP M
PIP N
PIP P
PIP Q
PIP R
Width
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
Depth
2'-6"
2'-6"
3'-0"
3'-0"
3'-6"
2'-71/2"
3'-0"
4'-0"
BOF to Sea Level
8,588.87'
8,588.87'
8,588.37'
8,588.37'
8,587.87'
8,587.87'
8,587.50'
8,586.50'
Length
19.50'
29.00'
8.15'
66.69'
2.00'
9.33'
2.00'
2.57'
PIP Foundation Schedule
Element ID
PIP S
PIP WA
PIP WB
PIP WC
PIP WD
PIP WE
PIP WF
PIP WG
Width
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
Depth
4'-0"
1'-4"
1'-4"
1'-4"
1'-4"
1'-4"
1'-4"
1'-0"
BOF to Sea Level
8,586.50'
8,587.87'
8,587.87'
8,587.87'
8,587.87'
8,587.87'
8,587.87'
8,587.75'
Length
43.87'
12.69'
8.15'
9.96'
4.02'
10.10'
2.50'
19.79'
PIP Foundation Schedule
Element ID
PIP WH
PIP WJ
PIP WK
PIP WM
PIP WN
PIP WP
PIP WQ
Width
2.00'
4.00'
4.00'
4.00'
2.00'
2.00'
2.00'
Depth
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
BOF to Sea Level
8,587.75'
8,587.75'
8,587.75'
8,587.75'
8,588.10'
8,588.10'
8,588.10'
Length
4.41'
35.12'
25.44'
14.65'
16.95'
20.69'
16.95'
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
NOTES:
1. POURED BUILDING WALL FOOTINGS TO HAVE (3) #5 BARS, BOTTOM. SEE RETAINING WALL
SECTION DETAILS FOR REINFORCEMENT AT RETAINING WALLS.
2. SEE STEPPED FOOTING DETAIL FOR MORE INFORMATION.
3. SEE WALL SECTIONS, GEOTECH REPORT, AND CIVIL DRAWINGS FOR FOOTING DRAINAGE.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
S.03
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
BSMT/Garden Level Framing
Drawing:
BSMT/Garden Level Framing
Scale:
1/4" = 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
Steel Beam Schedule
Home
Story
BSMT/Garden Level
Element ID
BM-02
BM-04
BM-06
BM-07
BM-08
BM-11
BM-12
BM-13
BM-14
Bm Bearing
to Floor Line
6'-11 1/2"
6'-11 1/2"
6'-11 1/2"
6'-9 1/4"
6'-9 1/4"
7'-9 1/2"
7'-9 1/4"
7'-9"
7'-6"
Beam
Length
15'-6 3/4"
15'-7"
15'-6 3/4"
20'-9 3/4"
23'-1 1/2"
16'-5 1/4"
13'-2 1/2"
37'-2 1/2"
18'-5"
W-Shapes
W8x18
W8x18
W8x18
W10x26
W10x26
W10x49
W10x26
W10x77
W12x30
Depth
0'-8 1/4"
0'-8 1/4"
0'-8 1/4"
0'-10 1/4"
0'-10 1/4"
0'-10"
0'-10 1/4"
0'-10 1/2"
1'-1/4"
Weight/ft
18.00
18.00
18.00
26.00
26.00
49.00
26.00
77.00
30.00 N0 2' 4' 8'
3
A5.50
61/8"15'-03/4" 7'-33/4"
5'-2"
43/4"
5'-111/4" 43/4" 81/2"4'-43/8"63/4"
5'-83/8"1'-07/8"107/8"10'-101/2"43/4"2'-0"43/4"3'-0"43/4"2'-1"2'-21/8" 1'-6" 4'-3" 1'-6" 4'-3" 1'-6"
1'-71/2" 3'-61/2" 43/4" 8'-01/8" 3'-43/4"
63/4"
3'-35/8"
43/4"
2'-0"
107/8"
3/4" 2'-91/2"
3'-111/2"
4'-61/4"
15'-21/8"10'-8" 63/4" 15'-53/4"11/2"1'-0"0.00'(8,592.08')
-0'-4.5" (8591.71')
-1'-3" (8590.83')
03
A3.01
01
A3.01
04
A3.04
1
A5.10
1
A5.10
59
#LayID
59
#LayID
A
A4.01
BA4.01CA4.015
A5.09
5
A5.09
1
2
3
4 A4.18 1
2
3
4 A4.18
6
7
8
9 A4.19
5
6 A4.20
2A4.18
BM-06
BM-04 BM-13 BM-11 BM-13 SEE MC SHOP DRAWINGS FOR FRAMING IN THIS AREA
BM-02 BM-07 BM-08LATERAL BRACING METHOD GB
LATERAL BRACING METHOD WSP:
7/16" OSB SHEATHING EACH SIDE. LATERAL BRACING METHOD GB BM-12 BM-14
C02
C04
C06
C12
C10
C15
C16
C17
C19
C19
C14
C08
C07
C09
C11
FIELD CONNECTION
BY STEEL FABRICATOR;
INSTALLED BY LC
LINE OF BUILDING ABOVE
LINE OF BUILDING ABOVE
HEATED DRIVEWAY
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
HEATED SIDEWALK
ENTRY
SECONDARY
UNIT
ENTRY
MAIN HOUSE
ELEVATOR
TANK
& CONTROL
SLOPE;
1/4"/FT.
ROOF
DRAINAGE
2 x 10 @12" O.C. 2 x 10 @12" O.C. 2 x 10 @12"O.C. 2 x 10 @12" O.C.2 x 10 @ 12 O.C.
2 x 10 @ 12 O.C.
2 x 10 @ 12 O.C.SOFFITBEAM ABV DROPPED CLGBEAM ABOVE DROPPED CEILING BEAM ABV DROPPED CLGBEAM ABV DROPPED CLG2 x 6 @12 O.C.2 x 6 @12 O.C.(2) 2 x 12 HEADER(2) 2 x 12 HEADER (2) 2 x 12 HEADER PEX MANIFOLDSROUGH OPENPROPOSED METERLOCATIONSPROVIDE SIMPSON HDQ8-SDS3 HEAVYDUTY
HOLDOWNS TOP AND BOTTOM FOR ALLSHEAR WALLS
(METHODS GB AND WSP). MAX 16' O.C, MIN (2) PAIR
PER WALL
IN-GROUND
HOT TUB
HEATED PATIO
FLAT 1A5.0102
A3.02
05
A3.05
6
A3.06
C08C0
(8
ED CL LGL BEAM ABV DROPPE 63/4"
22'-41/2"43/4"2'-05/8"31/2"3'-05/8"43/4"2'-1"4'-3" 43/4"6'-23/8"43/4"1'-4" 4'-61/4"101/4"10'-8" 63/4"15'-53/4" 63/4" 4'-0" 6 3/4"11'-1"1
A4.20
C13
UP 16R
UP 7R
DN 4R
UP 3R
NICHE
NICHE
HOSE
BIB
HOSE
BIB
HOSE
BIB
HOSE
BIB
SCUPPER
ABOVEUP 2RFLOOR DRAIN
STAIR INFO
TREADS : 11-1/4"
RISERS : 7-1/4"
Columns Schedule
Home Story
BSMT/Garden Level
First Floor
Second Floor
Element ID
C02
C04
C06
C07
C08
C09
C10
C11
C12
C13
C14
C15
C16
C17
C19
C19
C11
C11
C11
C11
C11
C11
Bearing to
Floor Line
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-2'-0"
-1'-3"
-1'-3"
-1'-3"
-1'-3"
-1'-3"
-1'-3"
Core
Dimension 1
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-5"
0'-4"
0'-4"
0'-5"
0'-5"
0'-5"
Height
8'-91/4"
8'-91/4"
8'-91/4"
10'-71/2"
9'-91/8"
9'-91/8"
9'-111/8"
9'-111/8"
9'-31/8"
9'-2"
10'-91/2"
10'-91/2"
10'-91/2"
10'-91/2"
9'-87/8"
9'-87/8"
9'-91/2"
9'-91/2"
9'-91/2"
9'-91/2"
8'-107/8"
8'-107/8"
Steel
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
Standard Structural Steel, (10.6 plf) 5/8"
cap & Br PL, w (4) 5/8" bolts, each PL
Standard Structural Steel, (10.6 plf) 5/8"
cap & Br PL, w (4) 5/8" bolts, each PL
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
11 Gauge
STRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 04 Balcony Change 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
S.04
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
First Floor Framing at Decks
Drawing:
First Floor Framing at Decks
Scale:
1/4" = 1'-0", 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architect
number:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
03
A3.01
01
A3.01
04
A3.04
1
A5.10
1
A5.10
59
#LayID
59
#LayID
A
A4.01
BA4.01CA4.015
A5.09
5
A5.09
13'-113/8 13'-113/8 15'-101/4 15'-2 3/4 2'-8" 5'-2" 27'-67/8" 5'-31/8" 9'-23/4"1'-11/4"
1'-43/4"
2'-21/2" 3'-43/8"
2"
2"
8'-4"
2"
12'-55/8" 61/8"6'-45/8"61/8"2'-111/2"43/4" 4'-11/2" 4'-3" 7'-111/8"5/8"18'-71/2" 3'-11" 4'-03/4"6'-01/4" 41/8" 1'-2" 61/8"4'-91/4"
1'-11"
EQ EQ
3'-33/4" 101/4"2'-23/4" 3'-11/2"EQ EQ8'-33/8"3'-11/2" 3'-41/2"
4'-61/4" 1'-113/4"
5'-67/8" 7'-31/2"
2'-11/4" 10'-1" 2'-6" 12'-01/2"
1'-11/4"
2'-3"
1'-41/4" 9"6'-111/4" 2'-0"3'-55/8" 3'-55/8"4'-61/2"81/2"2'-0" 8'-51/4"3'-91/4"
12'-21/2"1'-101/4"8'-5"63/4"8'-03/8"3/4" 2'-91/2"
3'-111/2"W x
7'-5 3/4" H RO (From subÅVoY
8'-8"
5'-111/4"1'-4"2'-4"4'-01/4" 18'-41/4"8'-11 1/2"
4
3
2 A4.12
5
6A4.12
1
2
3
4 A4.15
1
2
3
4 A4.14
7
8
9
10 A4.15
2
1
3
4 A4.10
1
2
3
4 A4.11
7
6
5
8 A4.10
4
1
2
3 A4.16
1
2
3
4 A4.14
LC TO PROVIDE BALCONY
STRUCTURE (UNSHADED AREA)
(2) 2x10 PT END BEAM & JOIST
HANGERS; INSTALLED ON SITE
Simpson Strong-Tie® HU210
JOIST HANGER - INVERTED; TYP.
OF CANTILEVERED DECK JOIST
Simpson Strong-Tie®
HUCQ-210-2 JOIST HANGER
Simpson Strong-Tie® HUC-210-2
JOIST HANGER
Simpson Strong-Tie® HUC-210-2
JOIST HANGER
Simpson Strong-Tie® HUC-210-2
JOIST HANGER
SCREW (2) PT 2x10's INTO SIDE
WALLS WITH INDICATED SCREW
PATTERN ON SHT. A5.07
LC TO PROVIDE BALCONY
STRUCTURE
DRYWALL SHAFT - 3 SIDES;
3/4" PLYWOOD on RAIL SIDE 2x10's @ 16 o.c.PT 2x6's
@ 16 o.c.(2) PT 2x10's(2) PT 2x12'sDBL STUD WALL
2x4 & 2x6
TO MARRIAGE WALL STUD
(2) PT 2x10's
(2) PT 2x10's
(2) PT 2x10's (2) PT 2x10's - 10' LONGPT 2x6's
@ 16 o.c.
(2) PT 2x12's
(2) PT 2x12's
02
A3.02
05
A3.05
6
A3.06
1
24 A4.14
A C D E
6 6
1
5
3
B
2 2
4
6'-4"43/4"5'-73/4"1'-0"9'-5"41/8"77/8"3'-11"5'-0" 4 3/4" 6'-0" 1'-10" 43/4"8'-01/4"63/4"4'-73/4"12'-21/4"41/8"
14'-05/8"
8'-33/4"43/4" 3'-6" 2'-0"9'-103/8" 11'-71/2" 8'-4"#DrgID
5
6
#LayID
MC TO PROVIDE DECK JOISTS IN
MODULES (SHADED AREA)
GALVANIZED HSS 5x5x3/8 STEEL
POST; INSTALLED AT FACTORY
(TYP. OF 2 @ LIVING ROOM)
GALVANIZED C 6x8.2 C
CHANNEL; CONNECT TO GALV.
STEEL POST (TYP. OF 4)
GALVANIZED HSS 4x4x5/16
STEEL POST; INSTALLED AT
FACTORY (TYP. OF 2 @ KITCHEN)2x6 PT LEDGER BOARD; ATTACH W/2-1/4" SDS SCREWS @ EA. WALL STUDPT 2x10's @ 16 o.c.(2) PT 2x10'sSTRUCTURAL NOTES:
1. Design and detailing of Superior Wall foundation wall system is delegated to Colorado PE employed by Superior Wall. Colorado PE to be responsible for all design requirements and
details of Superior Wall products. Superior Wall to submit to local building official full set of plans and calculations for this project and signed by PE responsible for the design.
5.04
5.04
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
M6.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
HVAC Schedules
Drawing:
HVAC Schedules
Scale:
1' = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
EQUIPMENT: MECHANICAL
Room #
102
102
103
113
122
123
Location
MECH RM
MECH RM
STORAGE
MECH RM
GARAGE
STORAGE
2D Symbol Description
Gas Fireplace and
Flue
DHW
ELEVATOR PUMP
CONTROLLER
O2 Gen
DHW
UH 1
BOILER
QTY
1
2
1
3
1
1
3
Manufacturer
Heat N Glo
Lochinvar
Wet Style
Oxygen
Company
Lochinvar
Airtherm (Or
Equal)
Lochinvar
Serial Number
Mezzo48
LTN075 75
PPRN040-40ES
HA36
KBN-286
Cooling Capacity Heating Capacity
40,000
75.1 MBH
40 MBH
36 MBH / 500 CFM
286 MBH
Power Requirements
115V/ 1.2 FLA
HSPF COP (47) COP(17) AFUE
48.3
Supply
LC
LC
LC
LC
Install
LC
LC
LC
LC
Notes
Direct Vent Nat Gas
GAS FIRED DHW TANK,
1/2" gas connection, .6 EF
GAS FIRED DHW TANK,
1/2" Gas Connection, .68
EF
Unit Heater. 55 deg
setpoint
95% efficient
Note/Remarks
75 gal Power Vented
40 gal direct power vent
Hot water fed from
boilers
Units shown are basis of
design. Units shall
provide heat for snow
melt & hydronic heat as
indicated on plans.
EQUIPMENT: VENTILATION
Floor Level
BSMT/Garden Level
First Floor
Second Floor
2D Symbol Description
LUNOS EGO
Bath Fan
LUNOS E2
Room to Room
Fan
LUNOS EGO
Bath Fan
LUNOS E2
LUNOS EGO
Bath Fan
LUNOS E2
Ventilation Fan
Quantity
1
2
6
1
1
1
5
1
2
7
2
Manufacturer
---
Aero Pure
Lunos
Tjernlund
Products
---
Aero Pure
Lunos
---
Aero Pure
Lunos
Panasonic
Serial Number
---
SBF 110 G5 S
e2
AS1
---
SBF 110 G5 S
e2
---
SBF 110 G5 S
e2
FV-1115VQ1
Ventilation Capacity
12 CFM / 27 CFM
(EXHAUST ONLY)
110 CFM
20 CFM
110 CFM
12 CFM / 27 CFM
(EXHAUST ONLY)
110 CFM
20 CFM
12 CFM / 27 CFM
(EXHAUST ONLY)
110 CFM
20 CFM
150CFM
Recovery Efficiency
85%
85%
85%
85%
85%
85%
Power Requirements
120 V
120 V
120 V
120 V
120 V
120 V
120 V
120 V
120 V
120 V
120V
Supply
LC
LC
LC
LC
MC
MC
MC
MC
MC
MC
MC
Install
LC
LC
LC
LC
LC
MC
LC
LC
MC
LC
MC
Notes
LC SHALL PROVIDE 12 V WIRE AND (2) 12V
SWITCHES FOR CONTROLS
Hard Pipe to Exterior
LC SHALL PROVIDE 12 V WIRE AND (2) 12V
SWITCHES PER PAIR FOR CONTROLS
Hard Pipe to Exterior
MC SHALL PROVIDE 12 V WIRE AND (2) 12V
SWITCHES FOR CONTROLS
Hard Pipe to Exterior
MC SHALL PROVIDE 12 V WIRE AND (2) 12V
SWITCHES PER PAIR FOR CONTROLS
MC SHALL PROVIDE 12 V WIRE AND (2) 12V
SWITCHES FOR CONTROLS
Hard Pipe to Exterior
MC SHALL PROVIDE 12 V WIRE AND (2) 12V
SWITCHES PER PAIR FOR CONTROLS
Hard Pipe to Exterior
HVAC NOTES:
1. VERIFY HIGH ALTITUDE REQUIREMENTS FOR ALL EQUIPMENT. FOR MITSUBISHI UNITS, SEE LATEST APPLICATION NOTE "HIGH ALTITUDE APPLICATIONS"
2. VERIFY SUPPLEMENTAL OXYGEN REQUIREMENTS WITH OWNER, INCLUDING SYSTEM SPECIFICATIONS AND SCOPE.
3. PROVIDE SPACE AND INSTALLATION PREPARATIONS FOR FUTURE HUMIDIFICATION SYSTEM IN BASEMENT MECHANICAL ROOM.
4. PROVIDE MAKEUP AIR FOR RANGE HOODS PER IRC 1503.4.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 07 Plumbing System Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
P1.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
First Floor Drain/Waste Plan
Drawing:
First Floor Drain/Waste Plan
Scale:
1/4" = 1'-0", 1' = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: DW DWF
DRAIN FROM STEAM OVEN
PER MANUFACTURER
3" S
WINDOW ABV.;
SILL HEIGHT 5'11"WINE COOLERELEVATOR
CAB 40"x54"
CLEAR INTERIOR
BUILT-IN
CLOSET SYSTEM
DN
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
CLEAR GL.MWFROSTED GLHOSE
BIB
HOSE
BIB
DOWN
SPOUT
SCUPPER M1Z:1,2M2Z:1M3Z:1 M4Z:3LIVING ROOM
202
EWP
Install:LC
A: 587 sq ft
FOYER
201
S-1
Install:LC
A: 149 sq ftKITCHEN
203
EWP
Install:LC
A: 238 sq ft
DINING
204
EWP
Install:LC
A: 225 sq ft
PANTRY
205
EWP
Install:LC
A: 84 sq ft
H: 8.42'
STAIR
206
S-1
Install:LC
A: 34 sq ft
HALL
207
S-1
Install:LC
A: 43 sq ft
WC
208
S-1
Install:LC
A: 36 sq ft
MASTER BED
210
EWP
Install:LC
A: 223 sq ft
DECK
Dasso
A: 133 sq ft
DECK
Dasso
A: 59 sq ft STEAM SHW
211A
T-2
Install:MC
A: 28 sq ft
MASTER BATH
211
S-1
Install:MC
A: 196 sq ft
DECK
Dasso
A: 617 sq ft
WIC
212
EWP
Install:LC
A: 65 sq ft
P1
P1.10
P2
P1.10
P3
P1.10
F
PROVIDE CONDENSATE
DRAIN FROM WINE COOLER
COMPRESSOR UNIT.
PROVIDE CONDENSATE
DRAIN FROM STEAM
GENERATOR PER
MANUFACTURER SPECS.
2" S
1" S
1 1/2" S
3" S 1 1/2" S
1 1/2" S
2" S
1 1/2" S
3" S
2" S
UP 18R
DN 7R
STEAMGENERATORNICHES-01 BENCH w/ STONE SLAB TOPDN 6R
DN 4R
STAIR INFO:
TREAD : 12"
RISER : 6-7/8"
UP 3R
PLUMBING NOTES:
1. INSULATE ALL HOT WATER PIPING (R-3 MINIMUM)
2. ALL SUPPLY LINES SHALL BE PEX, WITH HOME RUNS BACK TO MANIFOLD
3. PROVIDE NEAT AND ORDERLY PIPING TO MANIFOLD.
4. PROVIDE CAST IRON STACK PIPING IN LOCATIONS INDICATED ON BASEMENT
DWV PLAN (FOR ACOUSTICS.)
5. SEE MECHANICAL PLANS FOR GAS LINE PIPING.
6. SEE ISOMETRICS FOR SANITARY LINE PIPE SIZING.
7. VERIFY ANY INVERTS INDICATED ON PLUMBING PLANS WITH CIVIL DRAWINGS.5.07
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 07 Plumbing System Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
P1.03
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Second Floor Drain/Waste Plan
Drawing:
Second Floor Drain/Waste Plan
Scale:
1/4" = 1'-0", 1' = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
P1
P1.10
P2
P1.10
P3
P1.10
2" S
3" S
1 1/2" S
2" S
3" S
1 1/2" S
T-5
ROD &
SHELF
ROD &
SHELF
BUILT-IN
CLOSET SYSTEM
DOWN
SPOUT
DOWN
SPOUT
BUILT-IN LINENW/DOORSWINDOW ABV.;
SILL HEIGHT 5'11"CLEAR GL.FROSTED GLM8Z:7M7Z:4M5Z:5 M6Z:6
FOYER
301
CPT-?
Install:LC
A: 144 sq ft
GALLERY
302
CPT-?
Install:LC
A: 187 sq ft
BEDROOM 3
304
CPT-?
Install:LC
A: 201 sq ft
BEDROOM 4
307
CPT-?
Install:LC
A: 201 sq ft
MASTER BED 2
310
CPT-?
Install:LC
A: 223 sq ft
WIC
312
CPT-?
Install:LC
A: 65 sq ftLAUNDRY
313
S-1
Install:MC
A: 81 sq ftSTAIR
314
EWP
Install:LC
A: 39 sq ft
VOID
A: 409 sq ft
WIC
308
CPT-?
Install:LC
A: 20 sq ft
WIC
305
CPT-?
Install:LC
A: 20 sq ft
MASTER BATH
311
S-1
Install:MC
A: 197 sq ft
STEAM SHW
311A
T-2
Install:MC
A: 26 sq ft
SHOWER
309A
T-2
Install:MC
A: 15 sq ft
BATH
309
S-1
Install:MC
A: 44 sq ft
BATH
306
S-1
Install:MC
A: 44 sq ft
SHOWER
306A
T-2
Install:MC
A: 15 sq ft
PROVIDE CONDENSATE
DRAIN FROM STEAM
GENERATOR
ROOF DRAIN LINE
THROUGH WALL AND INTO
DRAIN STACK.
2" S
3" S
1" S
2" S
3" S
2" S
1 1/2" S
3" S
DN 18R
GENERATORDOWN
SPOUT
NICHES-01 BENCH w/ STONE SLAB TOPSTAIR INFO:
TREAD : 12"
RISER : 6-7/8"
DECK
Dasso
A: 69 sq ft
DECK
Dasso
A: 80 sq ft
PLUMBING NOTES:
1. INSULATE ALL HOT WATER PIPING (R-3 MINIMUM)
2. ALL SUPPLY LINES SHALL BE PEX, WITH HOME RUNS BACK TO MANIFOLD
3. PROVIDE NEAT AND ORDERLY PIPING TO MANIFOLD.
4. PROVIDE CAST IRON STACK PIPING IN LOCATIONS INDICATED ON BASEMENT
DWV PLAN (FOR ACOUSTICS.)
5. SEE MECHANICAL PLANS FOR GAS LINE PIPING.
6. SEE ISOMETRICS FOR SANITARY LINE PIPE SIZING.
7. VERIFY ANY INVERTS INDICATED ON PLUMBING PLANS WITH CIVIL DRAWINGS.
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
8. FIRST AND SECOND FLOOR PLUMBING PLANS FOR REFERENCE ONLY. SEE MC
SHOP DRAWINGS FOR FINAL LAYOUTS. 5.07
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 07 Plumbing System Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
P1.04
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
DWV Isometric
Drawing:
DWV Isometric
Scale:
3/8" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
X" C
X" P
4" P
4" P
4" P
4" C 4" C
3" P
3" P 3" P
3" P
3" P
1 1/2" P2" P
2" P
3" P 3" P
1 1/2" P 2" P 4" P
4" P
2" P
3" P
3" P
1 1/2" P
3" P
3" C
3" P4" P
2" P2" P
2" P
1" P
1" P
2" P
3" P
3" P
3" P
4" P
1 1/2" P
3" P
3" P
3" P
1 1/2" P
2" P
1 1/2" P
1 1/2" P
1 1/2" P
1 1/2" P
1 1/2" P1 1/2" P
1 1/2" P
1 1/2" P
WC/
IW
IN WALL CARRIER FOR WATER
CLOSET.
X" P PVC LINE, SIZE AS INDICATED
X" C CAST IRON LINE, SIZE AS INDICATED
XFU CUMULATIVE FIXTURE UNITS AT THIS LOCATION
FLOOR PENETRATION
KS KITCHEN SINK
CO CLEANOUT
WSR CLOTHES WASHER
UR URINAL
WC FLOOR MOUNTED WATER CLOSET.
SANITARY LINE, SIZE AND MATERIAL
AS INDICATED (P=PVC, C= CAST IRON)
VENT LINE, SIZE AND MATERIAL AS
INDICATED (P=PVC, C= CAST IRON)
2FU
3FU
2FU
0FU
5FU
8FU
10FU
10FU
20FU
1FU
3FU
4FU
24FU
26FU
28FU
29FU
3FU
1FU
2FU
6FU 1FU
7FU
1FU
2FU
5FU6FU8FU15FU
17FU
20FU
21FU50FU
52FU
3FU
6FU
6FU
2FU
2FU
10FU
10FU
6FU
16FU
68FU
WC/
IW
WC/
IW
KS
LAV
LAV
KS
KS
TUB
WC
WC
WC
WC
LAV
LAV
LAV
LAV
LAV
LAV
UR
UR
CL
CL CONDENSATE LINE
SHR
SHR SHOWER
SHR
CO
CL
CL
SHRWC
LAV
WSR SHR
3" VTR
3" VTR
WSR
WC
CO
FD
SHR
SHRWSR
FD
3" VTR
AAV
AAV AIR ADMITANCE VALVE
5.07
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 07 Plumbing System Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
P1.07
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
First Level Plumbing Supply Plan
Drawing:
First Level Plumbing Supply Plan
Scale:
1/4" = 1'-0", 1' = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions:6/11/18Date printed: DW DWF
WINDOW ABV.;
SILL HEIGHT 5'11"WINE COOLERELEVATOR
CAB 40"x54"
CLEAR INTERIOR
BUILT-IN
CLOSET SYSTEM
DN
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
DOWN
SPOUT
CLEAR GL.MWFROSTED GLHOSE
BIB
HOSE
BIB
DOWN
SPOUT
SCUPPER
LIVING ROOM
202
EWP
Install:LC
A: 587 sq ft
FOYER
201
S-1
Install:LC
A: 149 sq ft KITCHEN
203
EWP
Install:LC
A: 238 sq ft
DINING
204
EWP
Install:LC
A: 225 sq ft
PANTRY
205
EWP
Install:LC
A: 84 sq ft
H: 8.42'
STAIR
206
S-1
Install:LC
A: 34 sq ft
HALL
207
S-1
Install:LC
A: 43 sq ft
WC
208
S-1
Install:LC
A: 36 sq ft
MASTER BED
210
EWP
Install:LC
A: 223 sq ft
DECK
Dasso
A: 133 sq ft
DECK
Dasso
A: 59 sq ft STEAM SHW
211A
T-2
Install:MC
A: 28 sq ft
MASTER BATH
211
S-1
Install:MC
A: 196 sq ft
DECK
Dasso
A: 617 sq ft
WIC
212
EWP
Install:LC
A: 65 sq ft
F
STEAM SHOWER GENERATOR:
INPUT: 3/8 NPT
STEAM OUTLET: 1/2" NPT
DRAIN: 1/2" NPT
SAFETY VALVE: 3/4" NPT
ELEC: 240V
1/2" STEEL NPT TO STEAM
HEAD. DO NOT RUN IN
EXTERIOR WALL. INSULATE
PER MANUFACTURER'S
RECOMMENDATIONS.
FIRE SPRINKLER
PIPING PER
SPRINKLER
COMPANY SHOP
DRAWINGS. LEAVE
OFF DRYWALL
SUFFICIENT FOR
ONSITE INSPECTION
BY VAIL BUILDING
DEPARTMENT.
FIRE SPRINKLER
HEAD. SEE RCP FOR
LOCATION. (TYP)UP 18R
DN 7R
STEAMGENERATORNICHES-01 BENCH w/ STONE SLAB TOPDN 6R
DN 4R
1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TOMANIFOLD1/2" PEX TO
MANIFOLD
1/2" PEX TOMANIFOLD1/2" PEX TO
MANIFOLD
1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
3/8" COPPER
TO ICE MAKERS
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
(STEAM OVEN)1/2" PEX TOMANIFOLD1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
STAIR INFO:
TREAD : 12"
RISER : 6-7/8"
UP 3R
PLUMBING NOTES:
1. INSULATE ALL HOT WATER PIPING (R-3 MINIMUM)
2. ALL SUPPLY LINES SHALL BE PEX, WITH HOME RUNS BACK TO MANIFOLD
3. PROVIDE NEAT AND ORDERLY PIPING TO MANIFOLD.
4. PROVIDE CAST IRON STACK PIPING IN LOCATIONS INDICATED ON BASEMENT
DWV PLAN (FOR ACOUSTICS.)
5. SEE MECHANICAL PLANS FOR GAS LINE PIPING.
6. SEE ISOMETRICS FOR SANITARY LINE PIPE SIZING.
7. VERIFY ANY INVERTS INDICATED ON PLUMBING PLANS WITH CIVIL DRAWINGS.
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
8. FIRST AND SECOND FLOOR PLUMBING PLANS FOR REFERENCE ONLY. SEE MC
SHOP DRAWINGS FOR FINAL LAYOUTS.
5.07
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 07 Plumbing System Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
P1.08
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Second Floor Plumbing Supply Plan
Drawing:
Second Floor Plumbing Supply
Plan
Scale:
1/4" = 1'-0", 1' = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
T-5
ROD &
SHELF
ROD &
SHELF
BUILT-IN
CLOSET SYSTEM
DOWN
SPOUT
DOWN
SPOUT
BUILT-IN LINENW/DOORSWINDOW ABV.;
SILL HEIGHT 5'11"CLEAR GL.FROSTED GLFOYER
301
CPT-?
Install:LC
A: 144 sq ft
GALLERY
302
CPT-?
Install:LC
A: 187 sq ft
BEDROOM 3
304
CPT-?
Install:LC
A: 201 sq ft
BEDROOM 4
307
CPT-?
Install:LC
A: 201 sq ft
MASTER BED 2
310
CPT-?
Install:LC
A: 223 sq ft
WIC
312
CPT-?
Install:LC
A: 65 sq ftLAUNDRY
313
S-1
Install:MC
A: 81 sq ftSTAIR
314
EWP
Install:LC
A: 39 sq ft
VOID
A: 409 sq ft
WIC
308
CPT-?
Install:LC
A: 20 sq ft
WIC
305
CPT-?
Install:LC
A: 20 sq ft
MASTER BATH
311
S-1
Install:MC
A: 197 sq ft
STEAM SHW
311A
T-2
Install:MC
A: 26 sq ft
SHOWER
309A
T-2
Install:MC
A: 15 sq ft
BATH
309
S-1
Install:MC
A: 44 sq ft
BATH
306
S-1
Install:MC
A: 44 sq ft
SHOWER
306A
T-2
Install:MC
A: 15 sq ft
STEAM SHOWER GENERATOR:
INPUT: 3/8 NPT
STEAM OUTLET: 1/2" NPT
DRAIN: 1/2" NPT
SAFETY VALVE: 3/4" NPT
ELEC: 240V
1/2" STEEL NPT TO STEAM
HEAD. DO NOT RUN IN
EXTERIOR WALL. INSULATE.
DN 18R
GENERATORDOWN
SPOUT
1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TO
MANIFOLD
1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TOMANIFOLD1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
1/2" PEX TO
MANIFOLD
NICHES-01 BENCH w/ STONE SLAB TOPSTAIR INFO:
TREAD : 12"
RISER : 6-7/8"
DECK
Dasso
A: 69 sq ft
DECK
Dasso
A: 80 sq ft
PLUMBING NOTES:
1. INSULATE ALL HOT WATER PIPING (R-3 MINIMUM)
2. ALL SUPPLY LINES SHALL BE PEX, WITH HOME RUNS BACK TO MANIFOLD
3. PROVIDE NEAT AND ORDERLY PIPING TO MANIFOLD.
4. PROVIDE CAST IRON STACK PIPING IN LOCATIONS INDICATED ON BASEMENT
DWV PLAN (FOR ACOUSTICS.)
5. SEE MECHANICAL PLANS FOR GAS LINE PIPING.
6. SEE ISOMETRICS FOR SANITARY LINE PIPE SIZING.
7. VERIFY ANY INVERTS INDICATED ON PLUMBING PLANS WITH CIVIL DRAWINGS.
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
8. FIRST AND SECOND FLOOR PLUMBING PLANS FOR REFERENCE ONLY. SEE MC
SHOP DRAWINGS FOR FINAL LAYOUTS.5.07
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 08 Electrical Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
E1.02
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
BSMT Power Plan
Drawing:
BSMT Power Plan
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: DWF
6C
BOILER BOILER
UH 1
Panel BA
FACP
BATH
114
Ceiling Ht:7.67
BATH
107
Ceiling Ht:7.67
LIVING
105
Ceiling Ht:7.67
FOYER
104
Ceiling Ht:7.67
BEDROOM 1
106
Ceiling Ht:7.67
HALL
108
Ceiling Ht:7.67
BEDROOM 2
111
Ceiling Ht:7.67
GARAGE
122
Ceiling Ht: Varies
GYM
120
Ceiling Ht:7.67
BATH
112
Ceiling Ht:7.67
(2) O2 Gen
STACKED
O2 Gen
OFFICE
116
Ceiling Ht:8.50
HALL
115
Ceiling Ht:7.67'
BOILER
MEDIA ROOM
119
Ceiling Ht:8.50
MEDIA ROOM
119
Ceiling Ht:8.92
MUD ROOM
117
Ceiling Ht:8.00
FOYER
101
Ceiling Ht:8.08
MECH RM
113
Ceiling Ht:8.63
MECH RM
102
Ceiling Ht:7.63
ROOF
DRAINAGE
BL-28 (ALL LUNOS UNITS)
BA-9
BA-3
BA-11
BA-2
BA-12,14
BA-8,10
BA-4
BA-6
BA-25
BL-35,37
BA-16,18
BA-20
BA-5
BL-32,34
BA-22PEX MANIFOLDSBL-21
BL-44
BA-7
LUNOS
e2
BL-26
GFCI
GFCI
GFCI GFCI GFCI
42" AFF
GFCI (WP/WR)
GFCI (WP/WR)
GFCI (WP/WR)24" AFF96" AFF
42" AFF
42" AFF42" AFF42" AFF
CEILING 84" AFF 42" AFF J GFCI GFCI
J
J
LCD
42" AFF
84" AFF84" AFFJ
J
J
J
J
J
J
J GFCI (WP/WR)GFCI (WP/WR) J
T
J
DHW DHW
3#6, 1#10G, 1" C
3#10, 1#10G,
3/4" C
DHW
BA-13
BA-1
BA-15
BL-12
BL-6
BL-4
BL-5
BL-1
BL-13 BL-9
BL-7
BL-10
BL-19
BL-20
BL-8
BL-6
BL-4
BL-18
60AS
BL-22
60AS
3#6, 1#10G, 1"C
BL-24
BL-27
BL-27
BL-27
BL-27
BL-27
BL-27
BL-27
BL-11
(SNOW MELT LOOP PUMPS)
BL-2
(DHW RECIRC
PUMPS)
BL-2
BL-15BL-17
BL-3
BL-16
BL-14
BL-27
ELECTRICAL GENERAL NOTES
1. ALL FACE PLATES TO BE INSTALLED IN FIELD. VERIFY SHIP LOOSE QUANTITY AND STYLE.
2. SEE SPECIFICATIONS AND ELECTRICAL SCHEDULES FOR SELECTIONS. NOTIFY
ARCHITECT OF ANY DISCREPANCIES.
3. SEE REFLECTED CEILING PLAN FOR ALL FIXTURE LOCATIONS.
5.08
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 08 Electrical Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
E1.03
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
First Floor Lighting and Switching Plan
Drawing:
First Floor Lighting and Switching
Plan
Scale:
1/4" = 1'-0", 1/8" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
E1 E1
A1 R A1R A1 R
E1 A1 R A1R
E1
E1
A1R E1A1R DW DWF
R
A1 R A1 R A1 R A1 R A1 R A1 R
A1 R A1 R
A1 R A1R
A1 R A1R
A1 R A1 R
A1 R A1 R
A1 R
A1 R A1 R
A1 R
A1R
A1R A1 R
A1R
A1 R
J1
J1
A1 R
A1 R
A1R
A1R
A1 R
A1 R A1 R A1 R
A1 R A1 R A1R
A1 R A1 R A1 R
A1R
A1R A1 R A1 R
A1 R
A1 R
A1R
F1 F1
A1 R
A1R
A1R
A1R
A1R 6CJ1J1J1A1 R A1R
A1R G3G3 A1 R
A1 R
A1 R
RA
E2
E2
T1
E2 RF3
6C
A1 R
E2
T2
T3
CO+SD CO+SD CO+SD
CO
RA PANEL 1FMASTER BATH
211
Ceiling Ht:8.50
MASTER BED
210
Ceiling Ht:8.50
KITCHEN
203
Ceiling Ht:8.50
FOYER
201
Ceiling Ht:8.50
WC
208
Ceiling Ht:8.50
WIC
212
Ceiling Ht:8.50
1ST FL LIGHTS
BSMT LIGHTS
42" AFF
LOW VOLTAGE WIRE
COPPER NMC WIRE. SEE
NOTES FOR MIN. GAUGE
TO ZVC BELOW
WIRELESS RADIO RA 2
CONNECTION
TO WINE
LIGHTING
TO LIGHTS
ABOVE - B
TO LIGHTS
ABOVE - A
80" AFF
1F-15
1F-15
1F-15
1F-15
1F-15
1F-15
1F-17
1F-15
1F-15
1F-15
1F-15
1F-13 1F-13
1F-131F-13
1F-13
1F-13
1F-13
1F-13
1F-13
1F-13
1F-13
1F-13
1F-13
1F-15
1F-15
1F-15
1F-23
1F-23
1F-13
1F-13
1F-23MW
LUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2
42" AFF
42" AFF
96" AFF(HEAT CABLE
CIRCUIT)
24" AFF
(HEAT CABLE
CIRCUIT)24" AFF
TO SWITCH AND
UNIT ABOVE
(LAUNDRY)
BL-27 (ALL LUNOS)
1F-15
1F-15
1F-15
1F-13
F
36" AFF
M2
M2
M2
6C
M2
M2
M2 M1 M1 M1 M1 M1M1M1 36" AFF36" AFFGFCI42" AFF GFCI 42" AFF GFCI42" AFF GFCI 42" AFF GFCI 42" AFF GFCI 42" AFF/GFCI 42" AFF/GFCI
42" AFF GFCI42" AFF GFCI GFCI (WP/WR) GFCI (WP/WR)GFCI (WP/WR)42" AFF 42" AFF
42" AFF
42" AFF GFCI 42" AFF GFCI6C 6C6C TGFCIR
A3R
A1 R
A1 R
F2
A1R 6C6C H696" AFF42" AFF
MD 90" AFF
MD 90" AFF
H66C 6C A1R
A1 R 6C6CDA
DA
6C
H5
GFCI (WP/WR) GFCI (WP/WR)GFCI (WP/WR)42" AFF A1R
6C6C6C6C QT QTH66C 6C 6C 6C 6CH6
80" AFF GFCI (WP/WR)GFCIGFCI GFCI J 24" AFF JGFCI (WP/WR) GFCI (WP/WR) GFCI (WP/WR) MD 90" AFF
A1R
6C
6C6C6C
42" AFF
36" AFF
6C
6C6C6C6C6C6C6C6C
H66C6C
6C6CGFCI (WP/WR)H5 J
J
J
FOR DOCKING DRAWER
OUTLET
PROVIDE POWER AND
CONTROLS FOR ART LIFT PER
MANUFACTURER
REQUIREMENTS.
PROVIDE POWER TO STEAM
SHOWER GENERATOR. SEE
MANUFACTURER
SPECIFICATIONS.
BELOW COUNTERTOP.
PROVIDE GROMMET IN
COUNTERTOP
SPEAKER WIRE MOUNTED
UNDER BALCONY. TYP FOR
(2) LOCATIONS.
PROVIDE 3/4" C TO ROOF FOR HEAT TRACE
CIRCUIT AT INTERNAL DOWNSPOUTS. (2F-25)
42" AFF
TO LIGHTS
ABOVE - C
TO LIGHTS
ABOVE - D
1F-13
1F-13
2F-13
ALIGN SWITCH &
OUTLET W/ LIGHT
ABV
ALIGN SWITCH &
OUTLET W/ LIGHT
ABV
LISA J,
SWITCHES WERE
ELIMINATED. I
BELIEVE WE WILL
NEED SOME FOR
THESE CIRCUITS.
WHERE SHOULD
THE SWITCHES
BE LOCATED?
VERIFY
ELECTRICAL
REQUIREMENTS
FOR TIMER/
SWITCHING
D
D
D
D
1F-21
ELECTRICAL GENERAL NOTES
1. ALL FACE PLATES TO BE INSTALLED IN FIELD. VERIFY SHIP LOOSE QUANTITY AND STYLE.
2. SEE SPECIFICATIONS AND ELECTRICAL SCHEDULES FOR SELECTIONS. NOTIFY
ARCHITECT OF ANY DISCREPANCIES.
3. SEE REFLECTED CEILING PLAN FOR ALL FIXTURE LOCATIONS.
5.08
SMI PRICE
REVIEW SET
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 08 Electrical Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
E1.04
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
First Floor Power Plan
Drawing:
First Floor Power Plan
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: DW DWF
RA
PANEL 1FMASTER BATH
211
Ceiling Ht:8.50
MASTER BED
210
Ceiling Ht:8.50
KITCHEN
203
Ceiling Ht:8.50
FOYER
201
Ceiling Ht:8.50
WC
208
Ceiling Ht:8.50
WIC
212
Ceiling Ht:8.50
1F-24
1F-18 1F-201F-40
(COFFEE)
1F-32,34
1F-38 (MW)
1F-12
1F-14
1F-16
1F-10
1F-22
1F-28,30
1F-36
1F-26
1F-6
1F-4
1F-2
1F-11
1F-3
1F-37,39
1F-71F-5
BL-28 (ALL LUNOS UNITS)MWLUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2
1F-27
1F-25
1F-1
1F-9
1F-17 (WD)
F
36" AFF
36" AFF36" AFFGFCI 42" AFF GFCI 42" AFF GFCI42" AFF GFCI
42" AFF GFCI 42" AFF GFCI 42" AFF/GFCI 42" AFF/GFCI
42" AFF GFCI42" AFF GFCI GFCI (WP/WR)GFCI (WP/WR)GFCI (WP/WR)42" AFF 42" AFF
42" AFF
42" AFF GFCI 42" AFF GFCI
GFCI96" AFF42" AFF
MD 90" AFF
MD 90" AFF
GFCI (WP/WR) GFCI (WP/WR)GFCI (WP/WR)42" AFF 80" AFF
GFCI (WP/WR)GFCIGFCI GFCI J24" AFF J
LCD GFCI (WP/WR) GFCI (WP/WR) GFCI (WP/WR) MD 90" AFF
42" AFF
36" AFFGFCI (WP/WR)J
J
J
PROVIDE POWER AND
CONTROLS FOR ART LIFT PER
MANUFACTURER
REQUIREMENTS.
2#6, 1#16G, 1" C
PROVIDE 3/4" C TO ROOF FOR HEAT TRACE
CIRCUIT AT INTERNAL DOWNSPOUTS. (2F-25)
1F-8
(ART LIFT)
1F-33,35
60AS
30AS
ALIGN SWITCH &
OUTLET W/ LIGHT
ABV
ALIGN SWITCH &
OUTLET W/ LIGHT
ABV
ELECTRICAL GENERAL NOTES
1. ALL FACE PLATES TO BE INSTALLED IN FIELD. VERIFY SHIP LOOSE QUANTITY AND STYLE.
2. SEE SPECIFICATIONS AND ELECTRICAL SCHEDULES FOR SELECTIONS. NOTIFY
ARCHITECT OF ANY DISCREPANCIES.
3. SEE REFLECTED CEILING PLAN FOR ALL FIXTURE LOCATIONS.
5.08
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 08 Electrical Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
E1.05
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Second Floor Lighting and Switching Plan
Drawing:
Second Floor Lighting and
Switching Plan
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
A1 R A1 R
B
B
A1 R A1 R A1 R A1 R
A1 R A1 R
A1 R A1 R
A1R A1R
A1R
A1R
A1R
A1R
R RF2F2
6C
A1R
A1R
A1R
A1R
A1R A1 R
J1
J1
A1 R A1 R A1R
J1
J1
R R RA1R 6CG3G3J1J1J1F2
J1
J1
RM
A1 R A1 R A1R
A1R A1 R
A1R A1 R A1R
A1R
A1 R
A1R T4T5 T6
T7
CO+SD CO+SD
CO+SD
CO+SD
CO+SD
1'-11" 1'-11"PANEL 2FFOYER
301
Ceiling Ht:8.00
MASTER BED 2
310
Ceiling Ht:8.50
MASTER BATH
311
Ceiling Ht:Varies
STAIR
314
Ceiling Ht:8.00
BEDROOM 4
307
Ceiling Ht:8.00
BEDROOM 3
304
Ceiling Ht:8.00
GALLERY
302
Ceiling Ht:8.00
BATH
306
Ceiling Ht:8.00
WIC
312
Ceiling Ht:8.50
LAUNDRY
313
Ceiling Ht:8.00
H2-2
H2-2
CG2-1
BATH
309
Ceiling Ht:8.00
VOID
-
Ceiling Ht:8.00
DN TO LIGHTS
AND SWITCH
42" AFF 42" AFF42" AFF42" AFF96" AFFLOW VOLTAGE WIRE
COPPER NMC WIRE. SEE
NOTES FOR MIN. GAUGE
TO SWITCH
BELOW - A
WIRELESS RADIO RA 2
CONNECTION
DN TO SWITCH
TO SWITCH
BELOW - B
TO SWITCH
BELOW - D
TO SWITCH
BELOW - C
DN TO LIGHTS
AND SWITCH
2F-15
2F-15
2F-15
2F-15
2F-15
2F-15
LUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2 42" AFF96" AFFTO ZVC BELOW
(HEAT CABLE
CIRCUIT) IN SOFFIT
BELOW
CANOPY
TO UNIT BELOW
M2
M2
M2
B
A3 R A3 R
A2 R A2 R A2 R A2 R A2R
6C6C
6C
42" AFF42" AFF96" AFF
CO+SD E1GFCI (WP/WR)36" AFF
42" AFF 42" AFF 42" AFF
42" AFF6C
A3 R 6C 6C A1R
A1R P3P36C P36C P36C6C6C 6C6C P3
6C
A1 R
H5GFCI (WP/WR)GFCI (WP/WR)
A1 R
6C 6C6CH66C6CH5
JGFCIGFCIA1R
GFCI GFCI
A1 R A1R GFCIA1R GFCIGFCIMD
MD MD
MD
A2 R
A1 R
42" AFF
36" AFF
6C6C6C
96" AFFJ
PROVIDE POWER TO STEAM
SHOWER GENERATOR. SEE
MANUFACTURER
SPECIFICATIONS.
PROVIDE WIRING AS
REQUIRED FOR FUTURE
RADON FAN (CIRCUIT 2F-17)
PROVIDE 3/4" C TO ROOF FOR HEAT TRACE
CIRCUIT AT INTERNAL DOWNSPOUTS. (2F-25)
2F-15
2F-15
2F-15
2F-15
2F-15
2F-152F-15
2F-15
2F-15
2F-13
2F-13
1F-23
1F-23
2F-13 2F-13
2F-13
2F-13
2F-13
2F-13
2F-13
2F-13
2F-13
2F-13
2F-13
2F-13
LUNOS
e2
ALIGN SWITCH &
OUTLET W/ LIGHT
ABV
ALIGN OUTL.
W/ SWITCH
ALIGN OUTL.
W/ SWITCH
ALIGN SWITCH &
OUTLET W/ LIGHT
ABV
ALIGN TOP OF OUTLET W/
WINDOW HEAD
(TYP OF ALL MD)
2F-15
2F-15
2F-152F-15
2F-13
ELECTRICAL GENERAL NOTES
1. ALL FACE PLATES TO BE INSTALLED IN FIELD. VERIFY SHIP LOOSE QUANTITY AND STYLE.
2. SEE SPECIFICATIONS AND ELECTRICAL SCHEDULES FOR SELECTIONS. NOTIFY
ARCHITECT OF ANY DISCREPANCIES.
3. SEE REFLECTED CEILING PLAN FOR ALL FIXTURE LOCATIONS.
5.08
SMI PRICE
REVIEW SET
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 08 Electrical Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
E1.06
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Second Floor Power Plan
Drawing:
Second Floor Power Plan
Scale:
1/4" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: PANEL 2FFOYER
301
Ceiling Ht:8.00
MASTER BED 2
310
Ceiling Ht:8.50
MASTER BATH
311
Ceiling Ht:Varies
STAIR
314
Ceiling Ht:8.00
BEDROOM 4
307
Ceiling Ht:8.00
BEDROOM 3
304
Ceiling Ht:8.00
GALLERY
302
Ceiling Ht:8.00
BATH
306
Ceiling Ht:8.00
WIC
312
Ceiling Ht:8.50
LAUNDRY
313
Ceiling Ht:8.00
H2-2
H2-2
CG2-1
BATH
309
Ceiling Ht:8.00
VOID
-
Ceiling Ht:8.00
2F-9
2F-27,29
2F-72F-5
2F-12F-11
2F-62F-4
2F-2
2F-10
BL-28 (ALL LUNOS UNITS)
LUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2
2F-19
2F-8
2F-3
42" AFF42" AFF96" AFF
GFCI (WP/WR)36" AFF
42" AFF 42" AFF 42" AFF
42" AFFGFCI (WP/WR)GFCI (WP/WR)
JGFCIGFCILCD
GFCI GFCIGFCIGFCIGFCIMD
MD MD
MD
42" AFF
36" AFF 96" AFFJ
PROVIDE POWER TO STEAM
SHOWER GENERATOR. SEE
MANUFACTURER
SPECIFICATIONS.
3#6, 1#16G, 1" C
3#10, 1#10G, 3/4" C
PROVIDE WIRING AS
REQUIRED FOR FUTURE
RADON FAN (CIRCUIT 2F-17)
PROVIDE 3/4" C TO ROOF FOR HEAT TRACE
CIRCUIT AT INTERNAL DOWNSPOUTS. (2F-25)
2F-14,16 2F-12
60AS
LUNOS
e2
ALIGN SWITCH &
OUTLET W/ LIGHT
ABV
ALIGN OUTL.
W/ SWITCH
ALIGN OUTL.
W/ SWITCH
ALIGN SWITCH &
OUTLET W/ LIGHT
ABV
ALIGN TOP OF OUTLET W/
WINDOW HEAD
(TYP OF ALL MD)
ELECTRICAL GENERAL NOTES
1. ALL FACE PLATES TO BE INSTALLED IN FIELD. VERIFY SHIP LOOSE QUANTITY AND STYLE.
2. SEE SPECIFICATIONS AND ELECTRICAL SCHEDULES FOR SELECTIONS. NOTIFY
ARCHITECT OF ANY DISCREPANCIES.
3. SEE REFLECTED CEILING PLAN FOR ALL FIXTURE LOCATIONS.
5.08
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
E2.01
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Fire Alarm Plans
Drawing:
Fire Alarm Plans
Scale:
3/16" = 1'-0"
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed: DWF
CO+SD
CO+SD
CO+SD
CO+SD
CO+SD
CO+SD
CO+SD
BOILER BOILER
UH 1
FACP
16/4 FPLP FIRE
WIRE, TYP UON
16/6 FPLP FIRE WIRE
BATH
114
Ceiling Ht:7.67
BATH
107
Ceiling Ht:7.67
LIVING
105
Ceiling Ht:7.67
FOYER
104
Ceiling Ht:7.67
BEDROOM 1
106
Ceiling Ht:7.67
HALL
108
Ceiling Ht:7.67
BEDROOM 2
111
Ceiling Ht:7.67
GARAGE
122
Ceiling Ht: Varies
GYM
120
Ceiling Ht:7.67 BATH
112
Ceiling Ht:7.67
(2) O2 Gen
STACKED
O2 Gen
OFFICE
116
Ceiling Ht:8.50
HALL
115
Ceiling Ht:7.67'
BOILER
MEDIA ROOM
119
Ceiling Ht:8.50
MEDIA ROOM
119
Ceiling Ht:8.92
MUD ROOM
117
Ceiling Ht:8.00
FOYER
101
Ceiling Ht:8.08
MECH RM
113
Ceiling Ht:8.63
MECH RM
102
Ceiling Ht:7.63
ROOF
DRAINAGE PEX MANIFOLDS2017 Volvo XC90
6'-7" x 16'-3"
2010 Ford Taurus
6'-4" x 16'-11"
Suburban (Outline)
6'-9" x 18'-8.5"
Jeep Cherokee
6'-3.5" x 15'-2"
LUNOS
e2
CO+SD
LCD
CO+SD
DHW DHW
FIRE SPRINKLER WATER FLOW
FIRE SPRINKLER TAMPER
FIRE SPRINKLER TAMPER
FIRE ALARM KEYPAD
DHW
DW DWF
CO+SD CO+SD CO+SD
CO
MASTER BATH
211
Ceiling Ht:8.50
MASTER BED
210
Ceiling Ht:8.50
KITCHEN
203
Ceiling Ht:8.50
FOYER
201
Ceiling Ht:8.50
WC
208
Ceiling Ht:8.50
WIC
212
Ceiling Ht:8.50
MWLUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2
F
LCD
16/4 FPLP FIRE
WIRE, TYP UON
16/6 FPLP FIRE WIRE
TO BASEMENT
FACP
TO BASEMENT
FACP
CO+SD CO+SD
CO+SD
CO+SD
CO+SD
FOYER
301
Ceiling Ht:8.00
MASTER BED 2
310
Ceiling Ht:8.50
MASTER BATH
311
Ceiling Ht:Varies
STAIR
314
Ceiling Ht:8.00 BEDROOM 4
307
Ceiling Ht:8.00
BEDROOM 3
304
Ceiling Ht:8.00
GALLERY
302
Ceiling Ht:8.00
BATH
306
Ceiling Ht:8.00
WIC
312
Ceiling Ht:8.50LAUNDRY
313
Ceiling Ht:8.00
BATH
309
Ceiling Ht:8.00
VOID
-
Ceiling Ht:8.00
LUNOS
eGO
LUNOS
e2
LUNOS
e2
LUNOS
e2
LUNOS
e2
CO+SD
LCD
16/4 FPLP FIRE
WIRE, TYP UON
16/6 FPLP FIRE WIRE
LUNOS
e2
TO BASEMENT
FACP
TO BASEMENT
FACP
SCALE: 3/16" = 1'-0"
Fire Alarm Plan - Basement
SCALE: 3/16" = 1'-0"
Fire Alarm Plan - First Floor
SCALE: 3/16" = 1'-0"
Fire Alarm Plan - Second Floor
INSTALLATION GUIDELINES:
Fire alarm installation personnel shall meet the criteria set forth in NFPA 72 and this standard. Installation shall be supervised or completed by technicians holding a NICET II or
higher level of certification.
Monitored residential fire alarm systems shall zoned by floor. Fully addressable point to point identification is no longer required. (Residential systems only). Combination systems
are not approved for installation. Monitored detection is required throughout entire premise.
Detection location and spacing shall be per the latest version of NFPA 72, the 2015 IFC and as set forth herein:
Shall be installed in a corridor not more than fifteen feet from the door of the farthest bedroom.
Smoke detection is required in living rooms, family rooms, home theatres and any rooms that may be used for sleeping.
Detectors need to be installed toward the middle of the room but with consideration of proximity to bathrooms, ceiling fans and return air ducts.
Kitchens and garages are not required to have heat detection installed. Garages shall be either equipped with a sounding keypad or notification device.
Rooms containing (Alarm System) Control Units are not required to be furnished with smoke or heat detecting devices unless otherwise required by this standard or the latest
version of NFPA
72. (Applies to residential systems only).
Storage rooms and closets are not required to have smoke detection. Unfinished crawl spaces are not required to have smoke detection.
Carbon monoxide detection is required to be installed per the latest version of NFPA 72 and Colorado HB 1091. Additionally the following installation requirements shall be met:
Shall be installed within a corridor no further than 15 feet from the door of the farthest bedroom.
Within twenty feet of fuel fired appliances, including stoves, gas fire places, wood burning stoves or wood burning fire places.
Entrance vestibules from attached garages shall be equipped with carbon monoxide detection.
Areas not previously considered that are equipped with gas fired appliances that may pose a risk to health and life safety of occupants should there be a build up of carbon
monoxide.
The installation of combination smoke and carbon monoxide alarms is permitted provided the temporal sounding requirements of NFPA 72 and 720 are met.
Carbon monoxide detection shall be monitored when a building or residence is equipped with a monitored fire alarm system. If the existing system is not capable of monitoring
carbon monoxide detection then plug in/battery back up detection shall be allowed until such a time that a system is upgraded or replaced. Please contact VF&ES if you have
questions.
KNOX BOX / CONTACT INFORMATION:
All properties equipped with a monitored fire alarm system are required to have an approved key box on the exterior of the property. Location shall be approved by VF&ES.
Key boxes shall be furnished by the Knox Company. Boxes may be ordered electronically. Contact VF&ES Prevention Office for further guidance if needed. Step by step ordering
instructions are provided on the Prevention Bureau page. Duplex and multi-family occupancies are permitted to share a single key box.
Key boxes are not required to be equipped with monitored tamper switches. Master keys and key cards are required to be presented for installation in the key box at final
inspection.
Keys will not be accepted by VF&ES personnel except when on property and in the presence of a contractor or responsible party. Keys will be clearly marked as to what doors
they will operate.
FA PLAN GENERAL NOTES:
1. WIRE LOCATIONS SHOWN ARE SCHEMATIC ONLY. RUN FIRE
ALARM SYSTEM WIRING ADJACENT TO SPRINKLER LINES SO THAT
THE WIRE IS AVAILABLE FOR ONSITE INSPECTION AFTER MODULE
PLACEMENT.
2. NO SUBSTITUTIONS OF FA EQUIPMENT WILL BE ACCEPTED.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 08 Electrical Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
E6.1
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Electrical Schedule
Drawing:
Electrical Schedule
Scale:
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
Electrical: Combined LC and MC Scopes
Home
Story
BSMT/Garden Level
First Floor
2D Symbol
CO+SD
LCDA1R
A3R
E1
F4
G1
G2
G3
G6
G7
G8
J1
M2
xx
J
JGFCI
GFCI (WP/WR)GFCI (WP/WR)RM
6C
P
P2
P3R
H6
T
TTDa
CO
CO+SD
LCDA1R
A3R
D
E1
E2
F1
F2
F3
G3
J1
M1
M2
J
JMD 90" AFF
24" AFF
36" AFF
42" AFF ID
COAXIAL JACK
Combination Smoke, CO Detector
DATA JACK
DISCONNECT
FACP
Fire alarm Keypad
Fixture A1 Recessed Downlighting
Fixture A3 Recessed Downlighting
Fixture E1 Exterior Wall Sconce
Fixture F4 TBD
Fixture G1 Fluorescent w/ 13W lamp
Fixture G2 Fluorescent strip light
Fixture G3 Linear T8 fluorescent Light 2'
Fixture G5 Under Cabinet Lighting
Fixture G6 Surface mount ceiling 11"
Fixture G7 Surface mount ceiling 6"
Fixture G8 TBD
Fixture J1 Vanity sconce
Fixture M2 LEDme Step Light, interior
Fixture XX Interior Wall Sconce
JUNCTION BOX
JUNCTION BOX
OUTLET-DUPLEX - FLOOR
OUTLET-DUPLEX TR
OUTLET-GFCI
OUTLET-GFCI EXT
OUTLET-GFCI EXT
OUTLET-Special
Panel BA
Panel BL
RadioRA Main Repeater
SWITCH-BIPOLE
SWITCH-BIPOLE
SWITCH-DIMMER-6C
SWITCH-PICO-2B
SWITCH-PICO-2BRL
SWITCH-PICO-3BRL
SWITCH-Rotary Switch for Lunos
SWITCH-WALL STATION-6 BUTTON
Switch-Bipole-Timer
TIMER
Thermostat
CO Detector
COAXIAL JACK
Combination Smoke, CO Detector
DATA JACK
DATA JACK
DISCONNECT
Fire alarm Keypad
Fixture A1 Recessed Downlighting
Fixture A3 Recessed Downlighting
Fixture D Bollard
Fixture E1 Exterior Wall Sconce
Fixture E2 Exterior Wall Sconce
Fixture F1 TBD
Fixture F2 TBD
Fixture F3 TBD
Fixture G3 Linear Closet Light 2'
Fixture G5 Under Cabinet Lighting
Fixture J1 Vanity sconce
Fixture M1 LEDme Step Light, exterior
Fixture M2 LEDme Step Light, interior
JUNCTION BOX
JUNCTION BOX
OUTLET - FOR MOTORIZED DRAPERY
OUTLET-220V
OUTLET-DUPLEX
OUTLET-DUPLEX - FLOOR
OUTLET-DUPLEX TR
OUTLET-DUPLEX TR
QNTY
6
9
10
2
1
1
40
3
6
1
3
4
3
1
8
2
2
6
6
6
3
10
4
102
7
3
2
1
1
1
1
28
5
17
1
1
3
4
1
3
1
7
1
2
3
6
2
1
1
73
1
4
6
4
2
1
1
2
4
5
7
6
3
2
3
2
1
2
42
1
Serial Number
COSMO-2W
40649-W - Cat 6
B4512
B942
3" H36ICAT-Housing with 3003WHWB
White baffle trim
3" H36ICAT-Housing with 3008FG
White shower trim
WS-W2605-BK
078477360606
AWN8-232-EU
MP5-117-OCT-A-WHT-ELB-UNI
AL-SL-NN-U-WW-24 with AL-TRK-
NS-F1 aluminum mounting channel
700CQLC-LED3
700CQSC-LED3
***TBD***
BV471-10-15
WL-LED300-C-WT
***TBD***
25249-SBA
1278-W30
RR-MAIN-REP
RRD-8ANS-WH
PER CONTRACTOR
RRD-6CL-WH
PJ2-2B-GWH-L01 (CW-1-WH)
PJ2-2BRL-GWH-L01(CW-1-WH)
PJ2-3BRL-GWH-L01(CW-1-WH)
Rotary Switch for Lunos
RRD-H6-BRL
MA-T51-WH
GEN 3
CO 1224
COSMOD4W or 2W
40649-W - Cat 6
40649-W - Cat 6
B942
H36ICAT-Housing, 3003WHWB White
Baffle
3" H36ICAT-Housing with 3008FG
White shower trim
700OBSTR-830-42-CZ-UNV2
WS-W2605-BK
WO856-BK
MP5-117-OCT-A-WHT-ELB-UNI
AL-SL-NN-U-WW-24 with AL-TRK-
NS-F1 aluminum mounting channel
BV741-10-15
WL-LED100-C-SS
WL-LED300-C-WT
25249-SBA
Manufacturer & Series
System Sensor
Leviton, Decora
screwless
BOSCH
BOSCH
Halo
Halo
WAC Lighting, Tube
***TBD***
Leviton
Columbia Lighting
Mercury Lighting
aspectLED, N-Series
TECH Lighting
TECH Lighting
***TBD***
Alico Industries, Borg
WAC Lighting, LEDme
***TBD***
Leviton
Leviton
Leviton
Leviton
Leviton
Leviton
LUTRON RadioRA 2
LUTRON RadioRA 2
PER CONTRACTOR
LUTRON RadioRA 2
LUTRON RadioRA 2
LUTRON RadioRA 2
LUTRON RadioRA 2
foursevenfive.com
LUTRON RadioRA 2
LUTRON RadioRA 2
NEST
System Sensor
System Sensor
Leviton, Decora
screwless
Leviton, Decora
screwless
BOSCH
Halo
Halo
TECH Lighting, Strut
WAC Lighting, Tube
Stone Lighting
***TBD***
***TBD***
***TBD***
Mercury Lighting
aspectLED, N-Series
Alico Industries, Borg
WAC Lighting, LEDme
WAC Lighting, LEDme
Leviton
Leviton
Leviton
Leviton
Leviton
Leviton
Note/Remarks
Height as indicated on plan (16" aff if blank)
White, Height as indicated on plan (16" aff if blank)
Fire Alarm Control Panel - Provide 24"x24" Acerbox housing with 21" x 20"
backplate (per CSWC Specifications)
WHITE
LC supplies and installs LED bulbs! In ±8' ceilings - SM16GA-07-36D-830-03 (9
watts, 3000K, 36 degree beam)
LC supplies & installs LED bulbs! - SM16GA-07-36D-830-03 (9 watts, 3000K,
36 degree beam)
Wall sconce Integral LED, Black
Fluorescent, Wall switch operated
8' T8 fluorescent strip light
Linear T8 Fluorescent
LED Tape full width of wall cabinets. Requires power supply. 24VDC
LED 3000K 120V
LED 3000K 120V
Office and Hall fixtures
Bath Vanity Light, Chrome Finish, mount on mirror
LED, round, white
Media Room Sconces
Equipment or Appliance
For self-regulating heat cable
Brushed Nickel
Decora, screwless, white, UL Listed and labeled, Tamper Resistant. Height as
indicated on plan (16" aff if blank)
Decora, screwless, white, UL Listed and labeled. Height as indicated on plan (16"
aff if blank)
Decora, screwless, white, UL Listed and labeled Weather Resistant installed in
water proof box. Height as indicated on plan (16" aff if blank)
Decora, screwless, white, UL Listed and labeled Weather Resistant installed in
water proof box. Height as indicated on plan (16" aff if blank)
Decora, screwless, white, 220. Dryer receptacle
400 A
30' range
RadioRA 2 Maestro, screwless, white,
FOR MECH EQUIPMENT
RadioRA 2 Maestro, screwless, white,
PICO 2 BUTTON WITH RAISE/LOWER
PICO 3 BUTTON WITH RAISE/LOWER
Chrome dial, white background
SIX BUTTON WALL STATION
Maestro, screwless, white
For self-regulating heat cable
Meets NFPA 720:2009
Height as indicated on plan (16" aff if blank)
UL 864 and 985 Listed for use with fire protection signaling systems
White, Height as indicated on plan (16" aff if blank)
White, Height as indicated on plan (16" aff if blank)
WHITE
LC supplies & installs LED bulbs! 8' ceilings - SM16GA-07-36D-830-03 (9
watts, 3000K, 36 degree beam), vaulted SM16GA-07-25D-830-03 (9 watts,
3000K, 25 degree beam)LC supplies and installs LED bulbs! 8' ceilings - SM16-09-36D-830-03 (9 watts,
3000K, 36 degree beam)
LED bollard includes stainless steel mounting hardware. Options as required.
Wall sconce Integral LED, Black
Wall sconce, 3x1w Cree LED, 120 V, 3000 K
Linear T8 Fluorescent
LED Tape full width of wall cabinets. Requires power supply. 24VDC
Bath Vanity Light, Chrome Finish
LED, square, stainless steel
LED, round, white
Equipment or Appliance
For self-regulating heat cable
Decora, screwless, white, UL Listed and labeled ALIGN TOP W/ WINDOW HEAD
(TYP OF ALL)
Decora, screwless, white, Tamper Resistant, UL Listed and labeled. Height as
indicated on plan (16" aff if blank)
Brushed Nickel
Decora, screwless, white, UL Listed and labeled, Tamper Resistant. Height as
indicated on plan (16" aff if blank)
Decora, screwless, white, UL Listed and labeled. Height as indicated on plan
(16" aff if blank)
Supplied
By:
LC
LC
LC
LC
LC
LC
LC
LC
Client
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
MC
MC
MC
MC
LC
LC
MC
MC
LC
LC
LC
Client
Client
Client
MC
MC
LC
LC
LC
LC
LC
MC
MC
MC
MC
MC
MC
Installed
by:
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
MC
MC
MC
MC
LC
LC
MC
MC
LC
LC
LC
LC
LC
LC
MC
MC
LC
LC
LC
LC
LC
MC
MC
MC
LC
MC
MC
Electrical: Combined LC and MC Scopes
Home
Story
Second Floor
Roof
2D Symbol
GFCI
GFCI (WP/WR)42" AFF
RA
6C
DAR
H5
H6T
QT
T1T2
T3 CO+SD
LCDA1R
A2R
A3R
B
E1
F2
G3
J1
J JMD42" AFF
42" AFF GFCI
GFCI (WP/WR)
RM 6CP3
RH5H6
T4
T5
T6
T7J
ID
OUTLET-GFCI
OUTLET-GFCI EXT
OUTLET-QUAD TR
PANEL 1F
RadioRA Auxiliary Repeater
SWITCH-BIPOLE
SWITCH-DIMMER-6C
SWITCH-Door Activated
SWITCH-Rotary Switch for Lunos
SWITCH-WALL STATION-5 BUTTON
SWITCH-WALL STATION-6 BUTTON
Switch-Bipole-Timer
TABLETOP STATION
Thermostat Z1
Thermostat Z2
Thermostat Z3
COAXIAL JACK
Combination Smoke, CO Detector
DATA JACK
DATA JACK
DISCONNECT
Fire alarm Keypad
Fixture A1 Recessed Downlighting
Fixture A2 Recessed Directional
Fixture A3 Recessed Downlighting
Fixture B Surface Mounted LED Downlight
Fixture E1 Exterior Wall Sconce
Fixture F2 TBD
Fixture G3 Linear Closet Light 2'
Fixture G5 Under Cabinet Lighting
Fixture J1 Vanity sconce
JUNCTION BOX
JUNCTION BOX
OUTLET - FOR MOTORIZED DRAPERY
OUTLET-DUPLEX
OUTLET-DUPLEX
OUTLET-DUPLEX TR
OUTLET-DUPLEX TR
OUTLET-DUPLEX-SWITCHED
OUTLET-GFCI
OUTLET-GFCI EXT
OUTLET-Special
PANEL 2F
RadioRA Main Repeater
SWITCH-BIPOLE
SWITCH-Bipole
SWITCH-DIMMER-6C
SWITCH-PICO-3BRL
SWITCH-Rotary Switch for Lunos
SWITCH-WALL STATION-5 BUTTON
SWITCH-WALL STATION-6 BUTTON
Thermostat Z4
Thermostat Z5
Thermostat Z6
Thermostat Z7
JUNCTION BOX
QNTY
16
11
2
1
2
2
39
2
3
2
5
1
2
1
1
1
3
6
3
2
1
1
47
6
3
3
1
3
2
1
9
1
1
4
3
45
3
1
3
7
3
1
1
1
3
1
24
5
5
2
1
1
1
1
1
1
816
Serial Number
RR-AUX-REP
RRD-8ANS-WH
RRD-6CL-WH
CA-1PS-WH
Rotary Switch for Lunos
RRD-H5-BRL
RRD-H6-BRL
MA-T51-WH
RR-T15RL-WH
Nest Thermostat E
Nest Thermostat E
Nest Thermostat E
COSMOD4W or 2W
40649-W - Cat 6
40649-W - Cat 6
B942
H36ICAT-Housing, 3003WHWB White
baffle trim
H38ICAT-Housing, 3009WHWB White
with white baffle gimbal
3" H36ICAT-Housing with 3008FG
White shower trim
700CQSC-LED3
WS-W2605-BK
MP5-117-OCT-A-WHT-ELB-UNI
AL-SL-NN-U-WW-24 with AL-TRK-
NS-F1 aluminum mounting channel
BV741-10-15
GFNT1-PW
Leviton GFWR1-W
1278-W30
RR-MAIN-REP
RRD-8ANS-WH
RRD-6CL-WH
RRD-6CL-WH
PJ2-3BRL-GWH-L01(CW-1-WH)
Rotary Switch for Lunos
RRD-H5-BRL
RRD-H6-BRL
Nest Thermostat E
Nest Thermostat E
Nest Thermostat E
Nest Thermostat E
Manufacturer & Series
Leviton
Leviton
Leviton
LUTRON RadioRA 2
LUTRON RadioRA 2
LUTRON RadioRA 2
Leviton
foursevenfive.com
LUTRON RadioRA 2
LUTRON RadioRA 2
LUTRON RadioRA 2
LUTRON RadioRA 2
Nest
Nest
Nest
System Sensor
Leviton
Levito
BOSCH
Halo
Halo
Halo
TECH Lighting, Cirque
WAC Lighting, Tube
***TBD***
Mercury Lighting
aspectLED, N-Series
Alico Industries, Borg
Leviton
Leviton
Leviton
Leviton
Leviton
Leviton
Leviton
Leviton
Leviton
LUTRON RadioRA 2
LUTRON RadioRA 2
LUTRON RadioRA 2
LUTRON RadioRA 2
LUTRON RadioRA 2
foursevenfive.com
LUTRON RadioRA 2
LUTRON RadioRA 2
Nest
Nest
Nest
Nest
Note/Remarks
Decora, screwless, white, UL Listed and labeled. Height as indicated on plan
(16" aff if blank)
Decora, screwless, white, UL Listed and labeled Weather Resistant installed in
water proof box. Height as indicated on plan (16" aff if blank)
Decora, screwless, white, UL Listed and labeled, Tamper Resistant. Height as
indicated on plan (16" aff if blank)
30' range
RadioRA 2 Maestro, screwless, white,
RadioRA 2 Maestro, screwless, white,
Chrome dial, white background
FIVE BUTTON WALL STATION
SIX BUTTON WALL STATION
Maestro, screwless, white
15 BUTTON TABLETOP STATION
Height as indicated on plan (16" aff if blank)
UL 864 and 985 Listed for use with fire protection signaling systems
Decora, screwless, White. Height as indicated on plan (16" aff if blank)
Decora, screwless, White. Height as indicated on plan (16" aff if blank)
WHITE
LC supplies & installs LED bulbs! 8' ceilings - SM16GA-07-36D-830-03 (9
watts, 3000K, 36 degree beam), vaulted SM16GA-07-25D-830-03 (9 watts,
3000K, 25 degree beam) LC supplies and installs LED bulbs! In ±8' ceilings - SM16GA-07-36D-830-03 (9
watts, 3000K, 36 degree beam). H38ICAT housing required due to reduced
spacing at double structural membersLC supplies and installs LED bulbs! In ±8' ceilings - SM16GA-07-36D-830-03 (9
watts, 3000K, 36 degree beam)
LED, Chrome
Wall sconce Integral LED, Black
Linear T8 Fluorescent
LED Tape full width of wall cabinets. Requires power supply. 24VDC
Bath Vanity Light, Chrome Finish
Equipment or Appliance
For self-regulating heat cable
Decora, screwless, white, UL Listed and labeled, Tamper Resistant. ALIGN TOP
W/ WINDOW HEAD
Decora, screwless, white, UL Listed and labeled, Tamper Resistant. Height as
indicated on plan (16" aff if blank)
Decora, screwless, white, Tamper Resistant, UL Listed and labeled. Height as
indicated on plan (16" aff if blank)
Decora, screwless, white, UL Listed and labeled, Tamper Resistant. Height as
indicated on plan (16" aff if blank)
Decora, screwless, white, UL Listed and labeled, Tamper Resistant. Height as
indicated on plan (16" aff if blank)
Decora, screwless, white, Tamper Resistant,UL Listed and labeled. Height as
indicated on plan (16" aff if blank)
Decora, screwless, white, UL Listed and labeled. Height as indicated on plan
(16" aff if blank)
Decora, screwless, white, UL Listed and labeled Weather Resistant installed in
water proof box. Height as indicated on plan (16" aff if blank)
Decora, screwless, white, 220. Dryer receptacle
30' range
RadioRA 2 Maestro, screwless, white,
RadioRA 2 Maestro, screwless, white,
RadioRA 2 Maestro, screwless, white,
PICO 3 BUTTON WITH RAISE/LOWER
Chrome dial, white background
FIVE BUTTON WALL STATION
SIX BUTTON WALL STATION
For self-regulating heat cable
Supplied
By:
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
LC
LC
LC
MC
MC
MC
LC
LC
MC
MC
MC
LC
LC
CLIENT
MC
MC
LC
LC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
LC
LC
LC
LC
LC
Installed
by:
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
LC
LC
LC
MC
MC
MC
LC
LC
MC
LC
MC
LC
LC
LC
MC
MC
LC
LC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
LC
LC
LC
LC
LC
ELECTRICAL GENERAL NOTES1. ALL FACE PLATES TO BE INSTALLED IN FIELD. VERIFY SHIP LOOSE QUANTITY AND STYLE.2. SEE SPECIFICATIONS AND ELECTRICAL SCHEDULES FOR SELECTIONS. NOTIFYARCHITECT OF ANY DISCREPANCIES.3. SEE REFLECTED CEILING PLAN FOR ALL FIXTURE LOCATIONS.5.08
PRICE
REVIEW SET
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
FIRST FLOOR MODULES
1 2 3 4
5 6 7 8
SECOND FLOOR MODULES
RevID ChID Change Name Date
5 08 Electrical Changes 6/11/18
evoDOMUS LLC
3143 W 33rd Street
Cleveland, OH 44109
Phone : (216) 772-2603
Sheet Size:
24" x 36"
Sheet Number:
E6.2
Phase:
Original issue Date of Permit Set:Project Number:STMProject Name:Sturm ResidenceClient:
Electrical Panel Schedule & Riser Diagram
Drawing:
Electrical Panel Schedule & Riser
Diagram
Scale:
1:65.52
CONSTRUCTION
DOCUMENTS
08-25-2017
Paul and Leisa Sturm
5044 Main Gore Drive S
Vail, Colorado 81657
Developer:
Lot 2 Vail Meadows Filing No. 1
RWS Architectural
Consulting, LLC
1361 Lakeland Ave.
Lakewood, OH 44107
Phone: (216) 401-3830
rwshearer@gmail.com
Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect:
Revisions: 6/11/18Date printed:
1
1
1
1
PANEL 1F LOAD CALCULATION (NEC 220.82)
GENERAL LOAD DEMAND CALCULATION
GENERAL LIGHTING AND RECEPTACLES
FIRST FLOOR
SMALL APPLIANCE BRANCH CIRCUITS
REFRIGERATOR / FREEZER
DINING ROOM / PANTRY
DISHWASHER / DISPOSAL
WINE COOLER
MICROWAVE
COFFEE
HOOD
COUNTERTOP AND ISLAND
HARDWIRED APPLIANCES / EQUIPMENT
STEAM OVEN
WARMING DRAW
INDUCTION COOKTOP
STEAM SHOWER GENERATOR
GENERAL LOAD DEMAND
GENERAL LOAD TOTAL
1ST 1kVA AT 100%
REMAINDER AT 40%
GENERAL LOAD DEMAND
FEEDER CALCULATION
PANEL 1F DEMAND (kVA) = GENERAL LOAD + HVAC
PANEL 1F DEMAND (A) AT 240V - 1 PHASE
SQFT
2305
QTY
2
2
2
1
1
1
1
3
QTY
1
1
1
1
VA/SQFT
3
LOAD (kVA)
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
LOAD (Kva)
3.7
0.45
3.7
9
LOAD (kVA)
6.9
TOTAL LOAD (Kva)
3
3
3
1.5
1.5
1.5
1.5
4.5
TOTAL LOAD (Kva)
3.7
0.45
3.7
9
43.4
10.0
13.4
23.4
23.4
97.4
PANEL 2F LOAD CALCULATION (NEC 220.82)
GENERAL LOAD DEMAND CALCULATION
GENERAL LIGHTING AND RECEPTACLES
SECOND FLOOR
LAUNDRY CIRCUIT
LAUNDRY
HARDWIRED APPLIANCES / EQUIPMENT
DRYER
STEAM SHOWER GENERATOR
GENERAL LOAD DEMAND
GENERAL LOAD TOTAL
1ST 1kVA AT 100%
REMAINDER AT 40%
GENERAL LOAD DEMAND
FEEDER CALCULATION
PANEL 2F DEMAND (kVA) = GENERAL LOAD + HVAC
PANEL 2F DEMAND (A) AT 240V - 1 PHASE
SQFT
2375
QTY
1
1
1
VA/SQFT
3
LOAD (kVA)
1.5
5
9
LOAD (kVA)
7.1
TOTAL LOAD (Kva)
1.5
5
9
22.6
10.0
5.1
15.1
15.1
62.7
PANEL BA LOAD CALCULATION (NEC 220.82)
GENERAL LOAD DEMAND CALCULATION
GENERAL LIGHTING AND RECEPTACLES
BASEMENT
SMALL APPLIANCE / LAUNDRY BRANCH CIRCUITS
SMALL APPLIANCE
LAUNDRY
HARDWIRED APPLIANCES / EQUIPMENT
WALL OVEN
ELECTRIC COOKTOP
DRYER
GENERAL LOAD DEMAND
GENERAL LOAD TOTAL
1ST 1kVA AT 100%
REMAINDER AT 40%
GENERAL LOAD DEMAND
HVAC LOAD DEMAND
(1) GAS WATER HEATER POWER VENTED
TOTAL HVAC DEMAND
FEEDER CALCULATION
SERVICE DEMAND (kVA) = GENERAL LOAD + HVAC
SERVICE DEMAND (A) AT 240V - 1 PHASE
SQFT
1036
QTY
4
2
QTY
1
1
1
VA/SQFT
3
LOAD (kVA)
1.5
1.5
LOAD (Kva)
3.1
3
5
LOAD (kVA)
3.1
TOTAL LOAD (Kva)
6
3
TOTAL LOAD (Kva)
3.7
3
5
23.8
10.0
5.5
15.5
LOAD (kVA)
0.2
0.2
15.7
65.5
PANEL BL CALCULATION (NEC 220.82)
GENERAL LOAD DEMAND CALCULATION
GENERAL LIGHTING AND RECEPTACLES
BASEMENT
HARDWIRED APPLIANCES / EQUIPMENT
GAS WATER HEATER
SAUNA HEATER
ELVATOR
GENERAL LOAD DEMAND
GENERAL LOAD TOTAL
1ST 1kVA AT 100%
REMAINDER AT 40%
GENERAL LOAD DEMAND
HVAC LOAD DEMAND
(3) GAS BOILERS
UH-1 (HOT WATER)
(3) PUMPS - SNOW MELT/HOT WATER CIRCULATOR
HEAT TRACE
TOTAL HVAC DEMAND
FEEDER CALCULATION
SERVICE DEMAND (kVA) = GENERAL LOAD + HVAC
SERVICE DEMAND (A) AT 240V - 1 PHASE
SQFT
2650
QTY
2
1
1
VA/SQFT
3
LOAD (Kva)
0.6
10
9.6
LOAD (kVA)
8.0
TOTAL LOAD (Kva)
1.2
10
9.6
28.8
10.0
7.5
17.5
LOAD (kVA)
0.5
0.1
0.7
1.5
2.9
20.4
84.9
SERVICE CALCULATION (NEC 220.82)
GENERAL LOAD DEMAND CALCULATION
GENERAL LIGHTING AND RECEPTACLES
BASEMENT
FIRST FLOOR
SECOND FLOOR
SMALL APPLIANCE / LAUNDRY BRANCH CIRCUITS
REFRIGERATOR / FREEZER / HOOD
MICROWAVE
DINING ROOM / PANTRY
DISHWASHER / DISPOSAL
COUNTERTOP RECEPTACLES
WINE COOLER
COFFEE
LAUNDRY
HARDWIRED APPLIANCES / EQUIPMENT
STEAM OVEN
WALL OVEN
WARMING DRAW
INDUCTION COOKTOP
ELECTRIC COOKTOP
DRYER
GAS WATER HEATER
STEAM SHOWER GENERATOR
SAUNA HEATER
ELVATOR
GENERAL LOAD DEMAND
GENERAL LOAD TOTAL
1ST 10kVA AT 100%
REMAINDER AT 40%
GENERAL LOAD DEMAND
HVAC LOAD DEMAND
(1) GAS WATER HEATER POWER VENTED
(3) GAS BOILERS
UH-1 (hot water)
(3) PUMPS - SNOW MELT/HOT WATER CIRCULATOR
HEAT TRACE
TOTAL HVAC DEMAND
SERVICE CALCULATION
SERVICE DEMAND (kVA) = GENERAL LOAD + HVAC
SERVICE DEMAND (A) AT 240V - 1 PHASE
SQFT
3686
2305
2375
QTY
4
2
2
3
4
1
1
2
QTY
1
1
1
1
1
2
2
2
1
1
VA/SQFT
3
3
3
LOAD (kVA)
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
LOAD (Kva)
4.8
3.1
0.45
3.7
3
5
0.6
9
10
9.6
LOAD (kVA)
11.1
6.9
7.1
TOTAL LOAD (Kva)
6
3
3
4.5
6
1.5
1.5
3
TOTAL LOAD (Kva)
3.7
3.7
0.45
3.7
3
10
1.2
18
10
9.6
116.9
10.0
42.8
52.8
LOAD (kVA)
0.2
0.5
0.1
0.7
1.7
3.2
56.0
233.3
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
ALL CB'S SHALL BE SWD/HID & HACR RATED. PROVIDE THE FOLLOWING
WHERE INDICATED: "A" ARC FAULT CB
DESCRIPTION
MASTER BED 209
MASTER BED 209
WALK IN CLOSET 210
MASTER BATH 211
MASTER BATH 211
FOYER 201
MASTER BATHROOM LIGHTING
FOYER-MASTER BED LIGHTING
WARMING DRAW
SPARE
SPARE
INSIDE STAIRWELL LIGHTING
RECEPT-FRONT DOOR
EXTERIOR RECEPTACLES
SPARE
SPARE
SPARE
SPARE
STEAM SHOWER GENERATOR
VOLTAGE:
AMPS:
PANEL:
240/120V, 1Ø, 3W
100
1F
LTG REC HVAC MISC. C/B
20/1"A"
20/1"A"
20/1"A"
20/1
20/1
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1
20/1"A"
20/1"A"
20/1"A"
20/1"A"
50/2
MAIN C/B
MAIN LUGS ONLY
SURFACE MOUNTED
RECESSED MOUNTED
kAIC
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
X
X
C/B
20/1
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/2
20/2
20/1"A"
20/1"A"
20/1"A"
MISC. HVAC REC
ISOLATED GROUND BAR
200% NEUTRAL
DOUBLE LUGS
FEED THRU LUGS
SUB FEED C/B's
LTG DESCRIPTION
EXTERIOR RECEPTACLES
LIVING ROOM
LIVING ROOM
KITCHEN COUNTERTOP
KITCHEN COUNTERTOP
KITCHEN COUNTERTOP / ISLAND
DISHWASHER / DISPOSAL
DISHWASHER
REFRIGERATOR
REFRIGERATOR
HOOD
PANTRY
DINING
INDUCTION COOKTOP
STEAM OVEN
DINING
MICROWAVE
COFFEE
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
DESCRIPTION
MASTER SUITE 310
MASTER SUITE 310
WALK IN CLOSET 312
MASTER BATH 311
MASTER BATH 311
FOYER 301 / LAUNDRY RM
INTERIOR LIGHTING
INTERIOR LIGHTING
EXHAUST FAN - RADON
RECEPT-1ST FL HIGH CEILING
SPARE
SPARE
SPARE
STEAM SHOWER GENERATOR
VOLTAGE:
AMPS:
PANEL:
240/120V, 1Ø, 3W
100
2F
LTG REC HVAC MISC. C/B
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1"A"
50/2
MAIN C/B
MAIN LUGS ONLY
SURFACE MOUNTED
RECESSED MOUNTED
kAIC
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
X
X
C/B
20/1"A"
20/1"A"
20/1"A"
20/1"A"
20/1
20/1"A"
30/2
20/1"A"
20/1"A"
20/1"A"
MISC. HVAC REC
ISOLATED GROUND BAR
200% NEUTRAL
DOUBLE LUGS
FEED THRU LUGS
SUB FEED C/B's
LTG DESCRIPTION
GALLERY/BALCONY
BEDROOM 304
BEDROOM 307
WALK IN CLOSETS
BATH 306 / 309
LAUNDRY
DRYER
SPARE
SPARE
SPARE
SPACE
SPACE
SPACE
SPACE
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
41
ALL CB'S SHALL BE SWD/HID & HACR RATED. PROVIDE THE FOLLOWING
WHERE INDICATED: "A" ARC FAULT CB
DESCRIPTION
OFFICE 116
OFFICE 116
HALL / MUD ROOM
MEDIA ROOM
MEDIA ROOM
MEDIA ROOM
MEDIA ROOM
GYM 120
GYM 120
GYM 120
OXYGEN GENERATORS
LIGHTING
LTG-EXTERIOR & GARAGE
HEAT TRACE
HEAT TRACE
WATER HEATER
SPARE
SAUNA
PANEL BA
VOLTAGE:
AMPS:
PANEL:
240/120V, 1Ø, 3W
250
BL
LTG REC HVAC MISC. C/B
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1
20/1
20/1
20/1
20/1'A'
60/2
100/2
MAIN C/B
MAIN LUGS ONLY
SURFACE MOUNTED
RECESSED MOUNTED
kAIC
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
X
X
C/B
20/1
20/1
20/1
20/1
20/1
20/1
20/1
20/1
20/1
20/1
20/1'A'
20/1
20/1'A'
20/1'A'
20/1'A'
50/2
100/2
100/2
MISC. HVAC REC
ISOLATED GROUND BAR
200% NEUTRAL
DOUBLE LUGS
FEED THRU LUGS
SUB FEED C/B's
LTG DESCRIPTION
PUMPS
BOILERS
GARAGE
UH-1
BOILER ROOM
MECHANICAL 102
GARAGE OPENERS
GARAGE OPENERS
GARAGE OPENERS
EXTERIOR RECEPTACLES
BATH 114
FACP
FOYER 101
LUNOS UNITS
SPARE
ELEVATOR
PANEL 1F
PANEL 2F
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
ALL CB'S SHALL BE SWD/HID & HACR RATED. PROVIDE THE FOLLOWING
WHERE INDICATED: "A" ARC FAULT CB
DESCRIPTION
LIIVING 105
LIVING 105
MECHANICAL 113 / HALL 108
MECHANICAL 113
BEDROOM 111
BEDROOM 106
BATH 107 - 112
EXTERIOR RECEPT
LIGHTING
SPARE
SPARE
SPARE
GAS WATER HEATER
SPARE
SPARE
VOLTAGE:
AMPS:
PANEL:
240/120V, 1Ø, 3W
100
BA
LTG REC HVAC MISC. C/B
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1
20/1
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1
20/1'A'
20/1'A'
MAIN C/B
MAIN LUGS ONLY
SURFACE MOUNTED
RECESSED MOUNTED
kAIC
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
X
X
C/B
20/1'A'
20/1'A'
20/1'A'
20/2
20/2
30/2
20/1'A'
20/1'A'
20/1'A'
20/1'A'
20/1
MISC. HVAC REC
ISOLATED GROUND BAR
200% NEUTRAL
DOUBLE LUGS
FEED THRU LUGS
SUB FEED C/B's
LTG DESCRIPTION
FRIDGE / HOOD
COUNTERTOP RECEPT
DISHWASHER / DISPOSAL
ELECTRIC COOKTOP
WALL OVEN
DRYER
LAUNDRY
MICROWAVE
SPARE
SPACE
SPACE
SPARE
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
ELECTRIC UTILITY SERVICE TRANSFORMER
(BY LOCAL ELECTRICAL COMPANY)
PANEL "BA"
240/120V-1ɸ-3W
100 AMP MLO
FIRST FLOOR
BASEMENT
SECOND FLOOR
PANEL "1F"
240/120V-1ɸ-3W
100 AMP MLO
PANEL "2F"
240/120V-1ɸ-3W
100 AMP MLO
3#250 KCMIL, #1/0(G), 3" PVC CONDUIT
1 SPARE 3" PVC CONDUIT WITH PULLSTRING
1
1
1
1
ELECTRICAL CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANY FOR AVAILABLE FAULT CURRENT. PROVIDE PANEL
WITH 'KAIC' RATING HIGHER THAN AVAILABLE FAULT CURRENT.
XXCODED NOTES:
1
PANEL "BL"
240/120V-1ɸ-3W
250A MCB
U.L. SERVICE ENTRANCE RATED
3#1, #8(G), 11/2"C
100A/2P
100A/2P
100A/2P
5.08
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
PE SEAL IS FOR LISTED LOADS ONLY.
FOUNDATION DESIGN BY OTHERS.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
PE SEAL IS FOR LISTED LOADS ONLY.
FOUNDATION DESIGN BY OTHERS.
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
06/15/18
David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
STRUCTURAL MODULARS, INC.
Design * Construct * Live
593 EvoDomus-Sturm\Q3593.dwg, 6/1 4/201 8 1 2:45:27 PM06/15/18
David E. Billingsley, PE217 E Main St.Middleburg, PA 17842570-837-0577David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
STRUCTURAL MODULARS, INC.
Design * Construct * Live
593 EvoDomus-Sturm\Q3593.dwg, 6/1 4/201 8 1 2:42:1 2 PM06/15/18 David E. Billingsley, PE217 E Main St.Middleburg, PA 17842570-837-0577David E. Billingsley, PE
217 E Main St.
Middleburg, PA 17842
570-837-0577
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
STATE OF COLORADO
FACTORY BUILT RESIDENTIAL APPLICATION
Fee due with application-Not subject to return June 2017
Name of Manufacturer: Plant street address: Plant I.D. Number:
STRUCTURAL MODULARS, INC 101 SOUTHERN AVENUE, STRATTANVILLE PA 16258 3522
Plant Mailing Address: Plant Telephone:
P.O. BOX 315, STRATTANVILLE PA 16258 814-764-5555
Contact Person/s: Email address: Telephone No:
JIM PARKES JPARKES@SMIHOMES.COM 814-764-5555
Third Party Inspection Agency: Telephone No:
PFS CORPORATION 570-784-8396
Mailing Address: Fax No:
1115 Old Berwick Road, Bloomsburg, PA 17815, USA 570-784-5961
X 2012 I-Code Compliant Roof snow load 145 PSF Floor Design Load 40 PSF
X 2017 NEC Compliant Wind Design Speed 115 MPH
X 2015 IECC Compliant Seismic Category B
2012 IECC Compliant
2009 IECC Compliant
Fee Schedule Total footage Amount Model Name/No.
Q3593 Sturm Residence
Minimum Fee for Plan Approvals- $160.00
Plan Approval Number
4116 $411.60
TOTAL AMOUNT SUBMITTED: $411.60 EXPIRES:
MANUFACTURER CERTIFIES that only approved equipment and materials will be used and the installations shall be made in accordance with approved plans
and applicable codes and provisions of the Colorado Division of Housing. Manufacturer agrees to in-plant inspection of units manufactured under the above plan
approval. Application shall be made for and insignia affixed to each factory built residential unit that is subject to Colorado statutes and which is manufactured or is to be
sold, offered for sale, or occupied in the State of Colorado.
DIV. OF HOUSING, 1313 SHERMAN STREET, RM 320, DENVER, CO. 80203 (303) 864-7836 Fax (303) 864-7857
Annual Registration Fee (Submit new/updated QA Manual)
$600.00/per factory location
Fee Calculator for Plan Approvals=
(Building Square footage) x (factor indicated below):
Manufactured portion only
Plan Approval Fee- $0.25/sq. ft. (Finished floor area)
$0.10/sq. ft. (Unfinished floor area)
i.e. garage, unfinished loft
Plan revision-$0.10/sq.ft. of area revised,
minimum $50.00
Plan renewal (no changes) $0.10/sq. ft., $50.00 minimum. If
changes exist submit same as a new plan.
August 1, 2018
State of Colorado
Division of Housing
June 25, 2018
PLANS APPROVED
Subject to field inspection
514504AC
REVISION
Governor John W. Hickenlooper | Irv Halter, Executive Director | Alison George, Division Director
1313 Sherman St., Room 320 Denver, CO 80203 P 303.864.7836 F 303.864.7857 TDD/TTY 303.864.7758 www.dola.colorado.gov
Strengthening Colorado Communities
AC (alternative construction) INSPECTION REQUIRED NOTICE
The following is based on information provided to the Codes Section and may be modified based on the actual
findings of the field inspection.
DATE: June 25, 2018
MANUFACTURER: Structural Modulars, Inc. ID NO.: 3522
CONTACT: Jim Parkes / jparkes@smihomes.com FAX NO.: ( )
MODEL NO.: Q3593 Sturm – Vail REV P/A NO.: 514504AC
INSPECTION REQUIREMENTS: Please check:
1) Sprinkler system should be locally reviewed, inspected and approved by the local Fire Marshall.
2) Separation of dwelling units as IRC 2-family dwellings (duplexes). This 2-family dwelling building is
on a single property and therefore has a single owner. Because of this the Town of Vail is allowing
an opening in the basement wall that separates the “secondary” unit from the multi-level main
dwelling, IF the door opening is protected in accordance with IBC 716.
No or non-approved sprinkler system (S.S.) 1-hr wall 45 min. door
S.S. is approved 30-min wall 20-min door
3) Interconnected, battery backed-up smoke detection system for whole building. See page E1.02,
FACP, circuit BL-43.
4) Dwelling/garage separation.
5) Elevator inspection(s). System should be reviewed, inspected, and approved by local AHJ or state
AHJ (Div. of Oil & Public Safety, Colorado Dept. of Labor & Employment).
6) Check supply and return connections for factory installed hydronic under floor hydronic radiant heat
system. Pressure test system after connections are made. (Warmboard system)
____________________________________________________________________________________
Site Address:_____________________________________________________________
The local building department by signing this form takes responsibility for inspecting the site built construction
stated above to approved plans and current codes.
Normal permits and fees for these inspections are to be per the local jurisdiction.
State approved plans for Factory Built Construction may be obtained from the Builder/Manufacturer
Building Official Printed Name_______________________________________
Building Official Signature___________________________________________Date___________
Local jurisdiction may check box to defer inspection to the Division of Housing. Initials_____.
A copy of this Notice must be included with the installation instructions and shipped with the unit.
Please direct questions to DOH Engineer, @ 303-864-7835
RWS Architectural Consulting, LLC
1361 Lakeland Ave
Lakewood, Oh 44107
216-401-3830
rwshearer@gmail.com
Architecture - Site Planning - Sustainable Design - CADD Consulting
1 of 1 6/15/2018
Z:\Q3593 EvoDomus-Sturm\2018-06-14 Resubmittal#3\STM - Revision letter.docx
Greg Ardrey 05/24/2018
State of Colorado, Division of Housing Technology and Standards
1313 Sherman St. Room 320, Denver, CO 80203
Dear Mr. Ardrey,
Regarding the Sturm Residence, Job Q3593 Sturm – Vail, application made by Structural
Modulars, Inc, (Plant 3522,) originally approved by you 11/13/2017, we offer the following
changes that were made during an extensive value engineering process. These change
explanations correspond to the revision bubbles on the plans with revision mark 5.xx
5.01 Reversed roof pitch – The monopitch roofing sections have been reversed so that they now shed
away from the center of the home.
5.02 Flat Ceilings – Cathedral Ceilings have been revised to flat, so that they can be more easily done in
the factory. This allows us to revise our insulation and attic venting strategy to a more conventional
approach.
5.03 HVAC Strategy change – Changed from air exchange heat pump to hydronic underfloor radiant.
A/C has been eliminated. This eliminated all ductwork. Underfloor piping will be installed in
Warmboard® panel flooring on top of the structural subfloor. All Warmboard, manifolds, and tubing will
be installed in factory. Supply and return lines from boilers to manifolds will be done in field, along with
all basement in floor tubing (in slab.) Mechanical ventilation will be provided by Lunos Through wall
HRV’s, as in previous design. Similar to the previous system, this will be an engineered system, sized and
specified by a CO PE. (So noted on cover sheet.)
5.04 Balcony Change – The second floor balconies have been reduced in size, and all structure is now
internal to the modules. This required some steel columns to be inserted into the walls of the first floor
module, with bolted connections to steel balcony strucure. This system is designed and stamped by a CO
licensed Structural Engineer.
5.05 Basement layout change – The garage and basement have been shortened by 5’-0”. This required a
redesign of the basement layout. This plan is not part of the module design, and is provided for reference
to show that adequate foundations have been provided (also engineered by CO PE). It is our understanding
that the Code Review for the basement will be provided by the Town of Vail.
5.06 Sprinker Design Changes – Due to ceiling changes, the sprinkler layout has been reworked. We will
still be using the same strategy as in the previous design, where drywall will be left out at the lines and
heads for inspection upon arrival in Colorado. Design and install will be done by CO registered Fire
protection companies.
5.07 Plumbing System Changes – Sanitary plumbing design changed to accommodate new structure.
5.08 Electrical changes – Several lighting and outlet locations have been changed due to input from
owner, and due to revised structure. HVAC changes also required some modifications to the electrical
panel schedule and calculations.
STATE OF COLORADO Sep-2017
Name of Manufacturer: Plant I.D. Number:
Address:
Model Name/No.
State Approval Stamp
EXPIRES:
MANUFACTURER CERTIFIES that only approved equipment and materials will be used and the installations shall be made in accordance with approved plans
and applicable codes and provisions of the Colorado Division of Housing. Manufacturer agrees to in-plant inspection of units manufactured under the above plan
approval. Application shall be made for and insignia affixed to each factory built unit that is subject to Colorado statutes and which is manufactured or is to be
sold, offered for sale, or occupied in the State of Colorado.
DIV. OF HOUSING, 1313 SHERMAN STREET, RM 320, DENVER, CO. 80203 (303) 864-7836 Fax (303) 864-7857
Specifications Cover Sheet
For more detailed information on this plan approval
please contact the Division of Housing
Structural Modulars Inc
P.O. BOX 315, STRATTANVILLE PA 16258
Q3593 STURM RESIDENCE
3522
JOB
SHEET NO.
CALCULATED BY
217 East Main Street · Middleburg, PA 17842 CHECKED BY
Phone (570) 837-0577 · FAX (570) 837-0585
Design Criteria
Location:
CO
90mph Exp C or less
Building Description:
Modular Wood Frame Construction
Codes:
Building Importance Category:
Seismic Criteria
Seismic Design Category (SDC)
Short period design spectral response acceleration (SDS)
Seismic Importance Factor
Ultimate Wind Speed
Vult = mph
Basic Wind Speed
Vasd = mph
Exposure =
Wind Exposure Adjustment Factor =
Load Case Factor = per ASCE 2.4.1 #8
Snow Load
Ground Snow Load =psf
Snow Importance Factor
II
1.00
1.00
ASCE 7-10
1.45
C
0.49
C
90
145
116.2
0.6
2012 NDS
Residential Two Story
2012 International Residential Code
DATE
Listed connections to foundation/piling system must be reviewed by the foundation/piling design
engineer. Foundation/piling engineer must verify the listed connections are appropriate with acutal
foundation/piling system. Foundation/piling engineer may specify alternate connections that meet the
required loads.
SMI-Q3593
OF 44
6/6/2018
1
DB DATE Glenco, Inc.
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Criteria Cont.
Floor Diaphragm Aspect Ratio
Length of side (L1)(house width) = ft.
Length of side (L2)(house length) = ft.
L2 & L1 = 1.7 :1 < 3 :1 OK
Max Mean Roof Height = ft.
Exposed Foundation Height = ft.
Roof Framing Span (Horizontal Projection) = ft.
Roof Framing Spacing = in. o.c.
Roof Overhang Length = ft.
Roof Slope = 1.5 :12
Roof Diaphragm Aspect Ratio
Length of side (L1)(width) = ft.
Length of side (L2)(length) = ft.
Roof / Ceiling Assembly Dead Load = psf
Roof Framing Type =
47.4
23.9
35
SMI-Q3593
OF 44
6/6/2018
2
DB DATE
DATE
28
9 max
15
16
Rafter
28
2.8
47.4
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Criteria Cont.
1st Story Loadbearing Wall Height =ft.
2nd Story Loadbearing Wall Height =ft
Wall Stud Specifications =
Wall Stud Spacing = in. o.c.
Shearwall Segment Aspect Ratio
1st Story Shearwall Height = ft.
2nd Story Shearwall Height = ft.
OSB - PLY GYP
1st Story Minimum Shearwall Length = ft. = ft.
2nd Story Minimum Shearwall Length = ft. = ft.
1st Story Wall Length Available for Full Height Sheathing
Bline_1=ft. Lline_A ft.
Bline_2 ft. Lline_B ft.
1st Story Maximum Unrestrained Opening Height
Hline_1 in. Hline_A in.
Hline_2 in. Hline_B in.
2nd Story Wall Length Available for Full Height Sheathing
Bline_1=ft. Lline_A ft.
Bline_2 ft. Lline_B ft.
2nd Story Maximum Unrestrained Opening Height
Hline_1= in. Hline_A in.
Hline_2 in. Hline_B in.
16
8.5
SMI-Q3593
OF 44
6/6/2018
3
DB DATE
8
8.5
DATE
10.34
84 84
2.43
31.00
24.00
H / 3.5 =
4.98
2.29
H / 3.5 =
27.25 5.00
84
96 84
27.00 11.07
84 84
102
5.67
5.33
H / 1.5
H / 1.5
SPF #32x6
8
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Uplift Connections
Building Width = ft. Roof Framing Spacing = in. o.c.
Roof / Ceiling Assembly Dead Load = psf Roof Span = ft.
Amount of load to be subtracted per Story =
= {[(Unit Width / 2) x Floor/Roof Dead Load] + Wall Dead Load} x 0.6
= { ft / 2) x plf} x 0.6
= plf
3 Sec Gust Wind Speed = mph
Vertical Design Wind Pressures See pages 13A thru 13C for
pressure calcs.
Windward Uplift Pressure = psf
Leeward Uplift Pressure = psf
Overhang Wind Uplift Pressure = psf
Roof to 2nd Story Wall Connection Load = plf
2nd Story Wall to 1st Story Wall Connection Load = plf plf = plf
1st Story Wall to Foundation Connection Load = plf plf = plf
[(23.90 10 psf] + 60
189
108
- 0
116.2
189 189
- 0
19.7
189
189
28.6
47.4
19.7
15 23.9
16
DATE
SMI-Q3593
OF 44
6/6/2018
4
DB DATE
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Uplift Connections (cont'd)
Note: All uplift load on roof resisted at sidewalls
Main Building Connection Design
Connections to transfer uplift loads from the roof assembly to foundation must maintain
a continuous load path. Use structural connectors to provide the required connection.
Alternate connection methods may be used, if they are satisfactorily proven to resist the
calculated loads.
Rafter to Top Plate Connection
Connector: Simpson Strong-Tie H2.5A or equal
Fastener: (5) 0.131"x2.5" nails each end
Allowable Load = lb
Connector Req'd Uplift Req'd Provided
Capacity Load Spacing Spacing
lbs / plf x =in. in.
Wall Sheathing to Top Plate Connection
Connector: 7/16" OSB/PLY overlap
Fastener:
Nail Value - Lateral Value 0.131inx2.5in nail =
lbs per nail
Use 2 rows of nails along top plates - stagger spacing between rows
Req'd Uplift Required
Load Spacing
plf in. o.c.
SMI-Q3593
5 OF 44
DB DATE 6/6/2018
545
DATE
545 189 1ft / 12 in 35 32
in. to ft.
conversion
Must Use Nails in Higher than
Seismic Zone C0.131inx2.5in nails
83
189 6
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Uplift Connections (cont'd)
2nd Story Wall Stud to 2nd Story Floor Band Connection - line_A, B, C, D, E & F
Connector: 7/16" OSB/PLY overlap
2 rows of 0.131"x2.5" Nails
Allowable Load = lb Req'd Uplift Req'd Provided
Load Spacing Spacing
line_A, C, D, E & F plf in o.c. in o.c.
line_B plf in o.c. in o.c.
2nd Story Wall Stud to 2nd Story Floor Band Connection
Connector: 7/16" OSB/PLY overlap
2 rows of 0.131"x2.5" Nails
Allowable Load = lb Req'd Uplift Req'd Provided
Load Spacing Spacing
line_1 & 3 plf in o.c. in o.c.
line_2 & 4 plf in o.c. in o.c.
2nd Story Floor Band to 1st Story Ceiling Band Connection
Connector: 7/16" OSB/PLY overlap
2 rows of 0.131"x2.5" Nails
Allowable Load = lb Req'd Uplift Req'd Provided
Load Spacing Spacing
line_A, E & F plf in o.c. in o.c.
line_B plf in o.c. in o.c.
2nd Story Floor Band to 1st Story Ceiling Band Connection
Connector: 7/16" OSB/PLY overlap
2 rows of 0.131"x2.5" Nails
Allowable Load = lb Req'd Uplift Req'd Provided
Load Spacing Spacing
line_1 & 3 plf in o.c. in o.c.
line_2 & 4 plf in o.c. in o.c.
1st Story Ceiling Band to 1st Story Wall Stud Connection
Connector 7/16" OSB/PLY overlap
2 rows of 0.131"x2.5" Nails
Allowable Load = lb Req'd Uplift Req'd Provided
Load Spacing Spacing
line_A, E & F plf in o.c. in o.c.
line_B plf in o.c. in o.c.
1st Story Ceiling Band to 1st Story Wall Stud Connection
Connector 7/16" OSB/PLY overlap
2 rows of 0.131"x2.5" Nails
Allowable Load = lb Req'd Uplift Req'd Provided
Load Spacing Spacing
line_1 & 3 plf in o.c. in o.c.
line_2 & 4 plf in o.c. in o.c.
12 6
585 4 3
6
192
102 6 6
- line_A, B, E & F
192
- line_1, 2, 3 & 4
192
128 6
102 6 6
189 12 6
585 4 3
128 6 6
102 6 6
- line_A, B, E & F
6
192
- line_1, 2, 3 & 4
192
128 6
192
189 12 6
SMI-Q3593
6 OF 44
DB DATE 6/6/2018
DATE
585 4 3
189
- line_1, 2, 3 & 4
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Uplift Connections (cont'd)
1st Story Wall Stud to Floor Band Connection
Connector: 7/16" OSB/PLY overlap floor rim joist min. 3"
Fastener:
Lateral Value = lbs per fastener
Use 2 rows of fasteners along bottom edge of panel - stagger spacing between rows
Req'd Uplift Required
Load Spacing
line_A, E & F plf in. o.c.
line_B plf in. o.c.
line_1 & 3 plf in. o.c.
line_2 & 4 plf in. o.c.6
0.131in x 2-1/2in nails
96
189 6
0 6
Must Use Nails in Higher than
Seismic Zone C
SMI-Q3593
OF 44
6/6/2018
6A
DB DATE
DATE
215 6
271
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Uplift Connections (cont'd)
Design 1st Story Module to Sill Plate Connection
Assume Typical 1st Story Module to Sill Plate Connection made with
Connector: 7/16" OSB/PLY overlap sill plate 1.5"
Fastener:
Lateral Value = lbs per fastener
Use 1 row of fasteners along bottom edge of panel
Floor Band to Sill Plate Connection
Req'd Uplift Req'd
Load Spacing
line_B plf in. o.c.
line_1 & 3 plf in. o.c.
line_2 plf in. o.c.271
189
0
6
3
4
SMI-Q3593
OF 44
6/6/2018
7
DB DATE
96
DATE
0.131in x 2-1/2in nails Must Use Nails in Higher than
Seismic Zone C
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Single Shear Staple Capacity w/ min. 1" penetration
"Other Dowel-Type Fasteners"
D =in Diameter ts =in Side member thickness
Fyb =psi Dowel bending yield strength tm =in Main member penetration
Rd =Reduction Term - See Table 11.3.1B Ss =Side member species
Re == Fem / Fes Ms =Main member species
Rt == lm / ls SG =Staple Gage
lm =in main member dowel bearing length CD =Load Duration Factor
ls =in side member dowel bearing length
Fem =psi main member dowel bearing strength
Fes =psi side member dowel bearing strength
Staple Capacity:
Table 11.3.1A Yield Limit Equations: Zstaple = 2 Legs x Zmin
Shear Zstaple = lbs
Im x CD = lb
Is x CD = lb
II x CD = lb
IIIm x CD = lb
IIIs x CD = lb
IV D 2 x (1/2)= lb
Rd
Minimum Shear, Zmin = lb
Notes:
K1 = =
K 2 = -1 + (2 x (1+Re)) + 2Fyb x (1+2Re) x D2 (1/2)=
K 3 = -1 + (2 x (1+Re)) + 2Fyb x (2+Re) x D2 (1/2)=
Mode
0.8
1.1
1.3
3Fem x lm
2
k1 x D x ls x Fes
Rd
k2 x D x lm x Fem
(1+2Re) x Rd
ZIs =
ZII =
ZIIIm =
ZIIIs =
Rd
19.1
38.1
3350
3350
153.5
67.2
51.6
54.2
28.8
19.1
(2+Re) x Rd
2 x Fem x Fyb
D x ls x Fes
Rd
k3 x D x ls x Fem
Z IV =
3Fem x ls
2Re
3 x (1 + Re)
[Re + (2R e
2 x (1+Rt+R t
2 )) + (Rt
2 x Re3)](1/2) - [Re x (1+Rt)]
(1+Re)
2.286
1
0.438
ZIm =
SPF
0.063
1E+05
2.2
1
DATE
D x lm x Fem
SMI-Q3593
OF 44
6/6/2018
8
DB DATE
0.438
1
SPF
16
1.6
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Single Shear Staple Capacity w/ Metal Side Member w/ min. 1" penetration
"Other Dowel-Type Fasteners"
D =in Diameter ts =in Side member thickness
Fyb =psi Dowel bending yield strength tm =in Main member penetration
Rd =Reduction Term - See Table 11.3.1B Ss =Side member species
Re == Fem / Fes Ms =Main member species
Rt == lm / ls SG =Staple Gage
lm =in main member dowel bearing length CD =Load Duration Factor
ls =in side member dowel bearing length
Fem =psi main member dowel bearing strength
Fes =psi side member dowel bearing strength
Staple Capacity:
Table 11.3.1A Yield Limit Equations: Zstaple = 2 Legs x Zmin
Shear Zstaple = lbs
Im x CD = lb
Is x CD = lb
II x CD = lb
IIIm x CD = lb
IIIs x CD = lb
IV D 2 x (1/2)= lb
Rd
Minimum Shear, Zmin = lb
Notes:
K1 = =
K 2 = -1 + (2 x (1+Re)) + 2Fyb x (1+2Re) x D2 (1/2)=
K 3 = -1 + (2 x (1+Re)) + 2Fyb x (2+Re) x D2 (1/2)=
Mode
0.6
0.5
11.8
3Fem x lm
2
k1 x D x ls x Fes
Rd
k2 x D x lm x Fem
(1+2Re) x Rd
ZIs =
ZII =
ZIIIm =
ZIIIs =
Rd
26.3
52.5
3350
61850
153.5
102.0
62.8
66.7
31.8
26.3
(2+Re) x Rd
2 x Fem x Fyb
D x ls x Fes
Rd
k3 x D x ls x Fem
Z IV =
3Fem x ls
2Re
3 x (1 + Re)
[Re + (2R e
2 x (1+Rt+R t
2 )) + (Rt
2 x Re3)](1/2) - [Re x (1+Rt)]
(1+Re)
27.78
1
0.036
ZIm =
20GA Steel
0.063
1E+05
2.2
0.054
DATE
D x lm x Fem
SMI-Q3593
OF 44
6/6/2018
9
DB DATE
0.036
1
SPF
16
1.6
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
16GA Strap Capacity
Thickness of Strap = in
Strength of Steel = ksi
Strength Reduction Factor =
Width of Steel Strap = in
Thickness of fastener = in
Capacity of Strap = Thicknes x (Width of Strap - Width of fastener) x Strength of Steel x Strength Reduction Factor =
Capacity of Strap = lb
0.131"x2.5" Nail Capacity
Shear Z = lb NDS Table 11P
Load Duration Factor = for wind
Adjusted Fastener Capacity = lb
Required Quantity of Fasteners to achieve max capacity of strap =
QTY = nails each end of each strap
DATE
SMI-Q3593
OF 44
6/6/2018
10
DB DATE
0.0598
36
0.6
1.5
132.8
14
0.1310
1768
83
1.6
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
20GA Strap Capacity
Thickness of Strap = in
Strength of Steel = ksi
Strength Reduction Factor =
Width of Steel Strap = in
Thickness of fastener = in
Capacity of Strap = Thicknes x (Width of Strap - Width of fastener) x Strength of Steel x Strength Reduction Factor =
Capacity of Strap = lb
0.131"x2.5" Nail Capacity
Shear Z = lb NDS Table 11P
Load Duration Factor = for wind
Adjusted Fastener Capacity = lb
Required Quantity of Fasteners to achieve max capacity of strap =
QTY = nails each end of each strap
129.6
7
0.1310
867.7
81
1.6
0.0359
36
0.6
1.25
DATE
SMI-Q3593
OF 44
6/6/2018
11
DB DATE
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Uplift Connections (cont'd)
Check Tensile Strength of Studs to Transfer Uplift Loads
Nominal Tensile Stress
Ft = psi ANSI / AF&PA NDS Table 4A
Load Duration Factor
CD = ANSI / AF&PA NDS Table 2.3.2
Size Factor
CF = ANSI / AF&PA NDS Table 4A
Allowable Tensile Stress
Ft' = Ft CD CF =psi ANSI / AF&PA NDS Table 4.3.1
Net Area of Stud
A = in2
Allowable Tensile Load
Pt' = Ft' A =lb > lb OK
8.25
253
DB DATE
DATE
250
1.6
520
4290
1.3
2x6 SPF #3
SMI-Q3593
OF 44
6/6/2018
12
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections Capacities
Design 1st Story Module to Sill Plate Connection
Assume Typical Connection made with
0.131" x 3" toenails.
Specific Gravity of Member
G =
Thickness of Member
ts = in.
Nominal Lateral Capacity of Nails in Single Shear
Z = lb ANSI / AF&PA NDS Table 11N
Load Duration Factor
CD = ANSI / AF&PA NDS Table 2.3.2
Toe-Nail Factor
Ctn = ANSI / AF&PA NDS 11.5.4
Allowable Lateral Capacity of Nails in Single Shear
Z' = Z CD Ctn = lb ANSI / AF&PA NDS Table 10.3.1
0.131" x 3" toenails.
2" o.c. nails = lb x 12 in/ft / 2 in o.c = plf
3" o.c. nails = lb x 12 in/ft / 3 in o.c = plf
4" o.c. nails = lb x 12 in/ft / 4 in o.c = plf
5" o.c. nails = lb x 12 in/ft / 5 in o.c = plf
6" o.c. nails = lb x 12 in/ft / 6 in o.c = plf
0.131" x 3" Nails
Z' = Z CD = lb
2 rows of 0.131"x3" nails at 4" o.c. =lb x 12 in/ft / 4 in o.c x 2 =plf
2 rows of 0.131"x3" nails at 5" o.c. =lb x 12 in/ft / 5 in o.c x 2 =plf
2 rows of 0.131"x3" nails at 6" o.c. =lb x 12 in/ft / 6 in o.c x 2 =plf
2 rows of 0.131"x3" nails at 7" o.c. =lb x 12 in/ft / 7 in o.c x 2 =plf
2 rows of 0.131"x3" nails at 8" o.c. =lb x 12 in/ft / 8 in o.c x 2 =plf
3 rows of 0.131"x3" nails at 4" o.c. =lb x 12 in/ft / 4 in o.c x 3 =plf
3 rows of 0.131"x3" nails at 5" o.c. =lb x 12 in/ft / 5 in o.c x 3 =plf
3 rows of 0.131"x3" nails at 6" o.c. =lb x 12 in/ft / 6 in o.c x 3 =plf
3 rows of 0.131"x3" nails at 7" o.c. =lb x 12 in/ft / 7 in o.c x 3 =plf
3 rows of 0.131"x3" nails at 8" o.c. =lb x 12 in/ft / 8 in o.c x 3 =plf
0.42
1.50
SMI-Q3593
12A OF 44
DB DATE 6/6/2018
653
DATE
82
1.6
0.83
109
109
131 629
109 435
109 326
109 261
109 217
131
131 787
131 524
131 449
131 393
131 674
131 590
131 1180
131 944
131 787
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - MWFRS
Roof Pitch = Roof Height = ft Roof Span = ft.
3 Sec Gust Wind Speed = mph
Wind Exposure =
Max Wall Height = ft Wind Importance Factor =
End Zone Length = ft Building Length = ft
Floor/Ceiling Depth = ft
Horizontal Design Wind Pressures Enter 16psf as minimum value or if value is less than zero
Wall Pressure Perp to Ridge = psf See Page 13A & 13B for pressure calcs.
Roof Pressure Perp to Ridge = psf
Wall Pressure Parallel to Ridge = psf
Roof Pressure Parallel to Ridge = psf
Perpendicular to Ridge
Roof Diaphragm Load
= (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor. Press. Perp. x Wall Height / 2)
Roof Diaphragm Load = plf
Floor Diaphragm Load
= [Wall Hor. Press. Perp. x (Wall Height+Floor/Ceiling Depth)]
Floor Diaphragm Load = plf
Parallel to Ridge
Roof Diaphragm Load
= (Roof Hor. Press. Par. x Roof Height) + (Wall Hor. Press. Par. x Wall Height / 2)
Roof Diaphragm Load = plf
Floor Diaphragm Load
= [Wall Hor. Press. Par. x (Wall Height+Floor/Ceiling Depth)]
Floor Diaphragm Load plf
19.67
13.68
19.67
198
217
19.70
174
1.8
C
198
DATE
28
7 2:12 23.9
116.2
8.5
6.00
SMI-Q3593
OF 44
6/6/2018
13
DB DATE
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - MWFRS
Roof Pitch = Roof Height = ft Roof Span =ft.
3 Sec Gust Wind Speed, V = mph
Wind Exposure =
Max Wall Height = ft Wind Imp. Factor, I =
End Zone Length = ft Building Length, L = ft
Floor/Ceiling Depth = ft Mean Roof Height, h = ft
Building Width, B = ft
qz = 0.00256KzKztKdV2ILC Load Case Factor, LC =
Kz = Per Table 27.3-1 from 7-10 and per table 6-3 from 7-05.
(For 7-05 use highest value from case 1 and case 2. )
Kzt =
Kd = Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05.
qz = psf
p = qGCp - qi(GCpi)
G = for rigid structures
Perpendicular to the Ridge
Cpww = Windward Wall Exterior Pressure Coefficient
Cplw = Leeward Wall Exterior Pressure Coefficient
Cpwr = Windward Roof Exterior Pressure Coefficient
Cplr = Leeward Roof Exterior Pressure Coefficient
Parallel to the Ridge
Cpww = Windward Wall Exterior Pressure Coefficient
Cplw = Leeward Wall Exterior Pressure Coefficient
Cpwr = Windward Roof Exterior Pressure Coefficient
Cplr = Leeward Roof Exterior Pressure Coefficient
GCpi =
0.6
0.18 -0.18
35
1
0.85
0.85
0.8
-0.5
-0.69
-0.69
116.2
C
-0.18
-0.18
0.8
-0.5
-1.09
-1.09
47.4
1.01
17.8
6.00 28
1.8
8.5
DATE
2:12 7 23.9
SMI-Q3593
13A OF 44
DB DATE 6/6/2018
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - MWFRS
Roof Pitch = Roof Height = ft Roof Span = ft.
3 Sec Gust Wind Speed, V = mph
Wind Exposure =
Max Wall Height = ft Wind Imp. Factor, I =
End Zone Length = ft Building Length, L = ft
Floor/Ceiling Depth = ft Mean Roof Height, h = ft
Building Width, B = ft
Load Case Factor, LC =
qz = psf G = for rigid structures
p = qGCp - qi(GCpi)
MWFRS - Wind Perpendicular to Ridge
Walls
Windward
p = ( psf x x ) -psf x ) = psf
p = ( psf x x ) -psf x ) = psf
Leeward
p = ( psf x x ) - psf x ) = psf
p = ( psf x x ) - psf x ) = psf
Roof
Windward
p = ( psf x x ) - psf x )=psf
p = ( psf x x ) - psf x ) = psf
Leeward
p = ( psf x x ) - psf x ) = psf
p = ( psf x x ) -psf x )=psf
Overhang Pressure
p = qGCpwindwardroof + qGCpwindwardwall
p = ( psf x x ) - ( psf x x ) = psf
-7.3
17.8 0.85 -0.69 17.8 0.18 -13.7
17.8 0.85 -0.69 17.8 -0.18
-7.3
17.8 0.85 -0.69 17.8 0.18 -13.7
17.8 0.85 -0.692 17.8 -0.18
-4.4
17.8 0.85 -0.5 17.8 0.18 -10.8
17.8 0.85 -0.5 17.8 -0.18
8.9
17.8 0.85 0.8 17.8 -0.18 15.3
17.8 0.85
17.8 0.85 0.8 17.8 0.18
1.8 35
47.4
0.6
6.00 28
DATE
116.2
C
8.5
2:12 7 23.9
SMI-Q3593
13B OF 44
DB DATE 6/6/2018
-0.69 22.6 17.8 0.85 0.80 17.8 0.85
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - MWFRS
Roof Pitch = Roof Height = ft Roof Span = ft.
3 Sec Gust Wind Speed, V = mph
Wind Exposure = Wind Exposure Adjustment Factor =
Max Wall Height = ft Wind Imp. Factor, I =
End Zone Length = ft Building Length, L = ft
Floor/Ceiling Depth = ft Mean Roof Height, h = ft
Building Width, B = ft
Load Case Factor, LC =
qz = psf G = for rigid structures
p = qGCp - qi(GCpi)
MWFRS - Wind Parallel to Ridge
Walls
Windward
p = ( psf x x ) -psf x ) = psf
p = ( psf x x ) -psf x ) = psf
Leeward
p = ( psf x x ) - psf x ) = psf
p = ( psf x x ) - psf x ) = psf
Roof
Windward
p = ( psf x x ) -psf x )=psf
p = ( psf x x ) - psf x ) = psf
Leeward
p = ( psf x x ) - psf x ) = psf
p = ( psf x x ) -psf x )=psf
Overhang Pressure
p = qGCpwindwardroof + qGCpwindwardwall
p = ( psf x x ) - ( psf x x ) = psf
17.8 0.85 -1.09 17.8 -0.18
17.8 0.85 0.80 17.8 0.85
17.8 0.85 -1.09 17.8 0.18
17.8 0.85 -1.09 17.8 -0.18
17.8 0.85 -1.09 17.8 0.18
17.8 0.85 -0.5 17.8 -0.18
17.8 0.85 -0.5 17.8 0.18
17.8 0.85 0.8 17.8 -0.18
17.8 0.85 0.8 17.8 0.18
17.8 0.85
116.2
C 1.45
8.5
6.00 28
1.8 35
47.4
0.6
SMI-Q3593
13C OF 44
DB DATE 6/6/2018
DATE
-1.09 28.6
2:12 7 23.9
15.3
8.9
-4.4
-10.8
-13.3
-19.7
-13.3
-19.7
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - C&C
Roof Pitch = Roof Height = ft Roof Span = ft.
3 Sec Gust Wind Speed, V = mph
Wind Exposure =
Max Wall Height = ft Wind Imp. Factor, I =
End Zone Length = ft Building Length, L = ft
Floor/Ceiling Depth = ft Mean Roof Height, h = ft
Building Width, B = ft
qz = 0.00256KzKztKdV2ILC Load Case Factor, LC =
Kz = Per Table 30.3-1 from 7-10 and per table 6-3 from 7-05.
(For 7-05 use highest value from case 1 and case 2. )
Kzt =
Kd = Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05.
qz = psf
p = qGCp - qi(GCpi)
G = for rigid structures
Walls Per Figure 30.6-1 7-10 and per Figure 6-17 7-05
Cp4+ = Zone 4 Positive
Cp4- = Zone 4 Negative
Cp5+ = Zone 5 Positive
Cp5- = Zone 5 Negative
Roof Per Figure 30.4-2A,B&C 7-10 and per Figure 6-11B,C&D 7-05
Cp1+ = Zone 1 Positive Cp1oh+ = Zone 1 OH Positive
Cp1- = Zone 1 Negative Cp1oh- = Zone 1 OH Negative
Cp2+ = Zone 2 Positive Cp2oh+ = Zone 2 OH Positive
Cp2- = Zone 2 Negative Cp2oh- = Zone 2 OH Negative
Cp3+ = Zone 3 Positive Cp3oh+ = Zone 3 OH Positive
Cp3- = Zone 3 Negative Cp3oh- = Zone 3 OH Negative
GCpi =
SMI-Q3593
13D OF 44
DB DATE 6/6/2018
2:12 7 23.9
6.00 28
DATE
116.2
C
8.5
35
47.4
0.6
1.01
17.8
0.85
1.00
-1.10
1.8
1.00
-1.39
0.44
-0.87
1
0.85
0.44
-1.54
0.18 -0.18
0.44
-2.41 -3.31
0.44
-0.87
0.44
-2.20
0.44
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - C&C
Roof Pitch = Roof Height = ft Roof Span = ft.
3 Sec Gust Wind Speed, V = mph
Wind Exposure =
Max Wall Height = ft Wind Imp. Factor, I =
End Zone Length = ft Building Length, L = ft
Floor/Ceiling Depth = ft Mean Roof Height, h = ft
Building Width, B = ft
Load Case Factor, LC =
qz = psf G = for rigid structures
p = qGCp - qi(GCpi)
Walls
Zone 4
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
Zone 5
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
Roof
Zone 1
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
Zone 2
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
Zone 3
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
6.00 28
SMI-Q3593
13E OF 44
DB DATE 6/6/2018
DATE
2:12 7 23.9
17.8 0.85 1.00 17.8 0.18 11.9
0.6
17.8 0.85
1.8 35
47.4
116.2
C
8.5
17.8 0.85 1.00 17.8 -0.18 18.3
17.8 -0.18 18.3
17.8 0.85 1.00 17.8 0.18 11.9
-19.8
17.8 0.85 -1.10
17.8 -0.18 -13.4
9.8
17.8 0.85 0.44 17.8 0.18 3.4
17.8 0.85 0.44 17.8 -0.18 9.8
17.8 0.85 -0.87 17.8 -0.18 -9.9
17.8 0.85 -0.87 17.8 0.18
17.8 0.85 -1.10
17.8 0.18
17.8 0.85 -1.39 17.8
17.8 0.85 0.44 17.8 -0.18
17.8 0.85 0.44 17.8
-16.3
0.18 3.4
17.8 0.85 1.00
0.18 -24.2
17.8 0.85 -1.39 17.8 -0.18 -17.8
17.8 0.85 -1.54 17.8 -0.18 -20.1
17.8 0.85 -1.54 17.8 0.18 -26.5
17.8 0.85 0.44 17.8 -0.18 9.8
17.8 0.85 0.44 17.8 0.18 3.4
17.8 0.85 -2.41 17.8 -0.18 -33.2
17.8 0.85 -2.41 17.8 0.18 -39.6
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - C&C
Roof Pitch = Roof Height = ft Roof Span = ft.
3 Sec Gust Wind Speed, V = mph
Wind Exposure =
Max Wall Height = ft Wind Imp. Factor, I =
End Zone Length = ft Building Length, L = ft
Floor/Ceiling Depth = ft Mean Roof Height, h = ft
Building Width, B = ft
Load Case Factor, LC =
qz = psf G = for rigid structures
p = qGCp - qi(GCpi)
Roof OH
Zone 1 OH
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
Zone 2 OH
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
Zone 3 OH
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
p = (psf x x ) -psf x ) =psf
SMI-Q3593
13F OF 44
DB DATE 6/6/2018
DATE
2:12 7 23.9
17.8 0.85
116.2
C
8.5
6.00 28
1.8 35
47.4
0.6
17.8 0.85 0.44 17.8 0.18 3.4
17.8 0.85 -0.87 17.8 0.18 -16.3
17.8 0.85 0.44 17.8 -0.18 9.8
17.8 0.85 0.44 17.8 0.18 3.4
17.8 0.85 -0.87 17.8 -0.18 -9.9
17.8 0.85 -2.20 17.8 0.18 -36.5
17.8 0.85 0.44 17.8 -0.18 9.8
17.8 0.85 0.44 17.8 0.18 3.4
17.8 0.85 -2.20 17.8 -0.18 -30.1
-47.0
17.8 0.85 -3.31 17.8 0.18 -53.4
17.8 0.85 0.44 17.8 -0.18 9.8
17.8 0.85 -3.31 17.8 -0.18
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - Wind (cont'd)
Reference Sheet 13 for wroof & wfloor calculations
Total Shear Capacity Requirements
Wind Perpendicular to Ridge Wind Parallel to Ridge
wroof = plf wroof = plf
wfloor = plf wfloor = plf
L = ft. B = ft.
Vroof = wroof x L = lb Vroof = wroof x B = lb
Vfloor = wfloor x L = lb Vfloor = wfloor x B = lb
Shear Tranfer Connection Capacity Requirements
vroof = Vroof / 2 / B =plf vroof = Vroof / 2 / L =plf
vfloor1 = Vroof + Vfloor1 / 2 / B =plf vfloor1 = Vroof + Vfloor / 2 / L =plf
vfloor2 = Vroof + [2 x (Vfloor / 2 / B)] =plf vfloor2 = Vroof + [2 x (Vfloor / 2 / L)] =plf
DATE
10266
9371 5535
217
198
47.4
52 183
110
351
SMI-Q3593
OF 44
6/6/2018
14
DB DATE
252 596
174
28
198
4885
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections - Seismic (cont'd)
Total Shear Capacity Requirements - Seismic
Seismic Design Category =
Weights: Factors:
Wroof = lb Table 12.14-1
Wswall = lb Section 12.14.8.1
Wewall = lb Section 12.14.8.1
Wgable = lb Secction 11.4.1
Wfloor = lb Seismic Importance Factor
Wtotal = lb
Seismic Base Shear, V: Section 12.14.8.1
V = x x I = lb
Vertical Distribution, Fx: Section 12.14.8.2
Fx = wx x V
Wtotal
Fx.roof =lb Floor Diaphragm Load = lb
Fx.floor1 =lb
Fx.floor2 =lb
Diaphragm Unit Shear Capacity Requirements
B = ft. L = ft.
Perpendicular to Ridge Wind Parallel to Ridge
vroof = Fx.roof / 2 / B = plf vroof = Fx.roof / 2 / L =plf
1st floor down from roof vfloor1 = Fx.floor1 / 2 / B = plf vfloor1 = Fx.floor1 / 2 / L =plf
vfloor2 = Fx.floor2 / 2 / B = plf vfloor2 = Fx.floor2 / 2 / L =plf
R
47.4 28
8670
91
6269
86704182
155
66 112
7544
1.1
0.49
8670
SDS =
33180
Wtotal
1E+05
2844
11376 F =
F x SDS
I = 1.00
DATE
6720
R = 6.5
Fa = 1.4
50434
C
SMI-Q3593
OF 44
6/6/2018
15
DB DATE
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections (cont'd)
Reference Sheet 14 & 15 for Vroof calculations
Shearwall Unit Shear Capacity Requirements
Shear Perpendicular to Ridge
2nd Story Shear Walls
Wall Length Available for Full Height Sheathing
Bline_1=ft. %line_1=
Bline_2 ft. %line_2 =
Shearwall Unit Shear Capacity
Vwall line_1= Vroof / 2 Bline_1
Vwall line_1= lb / (2 x ft.)
Vwall line_1= plf
Vwall line_2 = Vroof / 2 Bline_2
Vwall line_2 = lb / (2 x ft.)
Vwall line_2 = plf
Shear Parallel to Ridge
2nd Story Shear Walls
Wall Length Available for Full Height Sheathing
Lline_A ft. %line_A =
Lline_B ft. %line_B =
Shearwall Unit Shear Capacity
Vwall line_A = Vroof / 2 Bline_A
Vwall line_A = lb / (2 x ft.)
Vwall line_A = plf
Vwall line_B = Vroof / 2 Bline_B
Vwall line_B = lb / (2 x ft.)
Vwall line_B = plf 297
77
77
18
40
Seismic Controls
Seismic Controls
0
Wind Controls
Wind Controls
3682 5.00
0 6584 11.07
368
SMI-Q3593
OF 44
6/6/2018
16
DB DATE
27.00
0
0
DATE
27.25
27.00
57
84
4182 27.25
0
0
0
0 4182
11.07
5.00
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections (cont'd)
Reference Sheet 14 & 15 for Vroof calculations
Shearwall Unit Shear Capacity Requirements
Shear Perpendicular to Ridge
2nd Story Shear Walls
Wall Length Available for Full Height Sheathing
Bline_3= ft. %line_3=
Bline_4 ft. %line_4 =
Shearwall Unit Shear Capacity
Vwall line_3= Vroof / 2 Bline_3
Vwall line_3= lb / (2 x ft.)
Vwall line_3= plf
Vwall line_4 = Vroof / 2 Bline_4
Vwall line_4 = lb / (2 x ft.)
Vwall line_4 = plf
Shear Parallel to Ridge
2nd Story Shear Walls
Wall Length Available for Full Height Sheathing
Lline_C ft. %line_C =
Lline_D ft. %line_D =
Shearwall Unit Shear Capacity
Vwall line_C = Vroof / 2 Bline_C
Vwall line_C = lb / (2 x ft.)
Vwall line_C = plf
Vwall line_D = Vroof / 2 Bline_D
Vwall line_D = lb / (2 x ft.)
Vwall line_D = plf
12.00 79
SMI-Q3593
16A OF 44
DB DATE 6/6/2018
DATE
5.65 25
0 0 5974 5.65
529 Seismic Controls
0 0 3495 22.83
0 0 5974 12.00
249 Seismic Controls
23.00
22.83 82
23.00 82
76 Wind Controls
77 Wind Controls
0 0 3495
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections (cont'd)
Reference Sheet 14 & 15 for Vroof calculations
Shearwall Unit Shear Capacity Requirements
Shear Perpendicular to Ridge
2nd Story Shear Walls
Wall Length Available for Full Height Sheathing
Bline_5=ft. %line_5=
Shearwall Unit Shear Capacity
Vwall line_5= Vroof / 2 Bline_5
Vwall line_5= lb / (2 x ft.)
Vwall line_5= plf
Shear Parallel to Ridge
2nd Story Shear Walls
Wall Length Available for Full Height Sheathing
Lline_E ft. %line_E =
Lline_F ft. %line_F =
Shearwall Unit Shear Capacity
Vwall line_E = Vroof / 2 Bline_E
Vwall line_E = lb / (2 x ft.)
Vwall line_E = plf
Vwall line_F = Vroof / 2 Bline_F
Vwall line_F = lb / (2 x ft.)
Vwall line_F = plf
SMI-Q3593
16B OF 44
DB DATE 6/6/2018
DATE
19.34 92
0 0 10266 19.34
265 Seismic Controls
0 0 3276 36.00
20.83
36.00 88
20.83 51
79 Wind Controls
46 Wind Controls
0 0 3276
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections (cont'd)
Reference Sheet 14 & 15 for Vroof calculations
Shearwall Unit Shear Capacity Requirements
Shear Perpendicular to Ridge
1st Story Shear Wall
Wall Length Available for Full Height Sheathing
Bline_1=ft. %line_1=
Bline_2 ft. %line_2 =
Shearwall Unit Shear Capacity
Vwall line_1= (Vroof + Vfloor) / 2 Bline_1
Vwall line_1= lb + lb / (2 x ft.)
Vwall line_1= plf
Vwall line_2 = (Vroof + Vfloor) / 2 Bline_2
Vwall line_2 = lb + lb / (2 x ft.)
Vwall line_2 = plf
Shear Parallel to Ridge
1st Story Shear Wall
Wall Length Available for Full Height Sheathing
Lline_A ft. %line_A
Lline_B ft. %line_B
Shearwall Unit Shear Capacity
Vwall line_A = (Vroof + Vfloor) / 2 Bline_A
Vwall line_A = lb + lb / (2 x ft.)
Vwall line_A = plf
Vwall line_B = (Vroof + Vfloor) / 2 Bline_B
Vwall line_B = lb + lb / (2 x ft.)
Vwall line_B = plf
31.00 65
SMI-Q3593
16C OF 44
DB DATE 6/6/2018
DATE
24.00 51
464
Wind Controls
Wind Controls
0 3682
24.00
0 4885 5535 31.00
Wind Controls217
4.98
0 6584 3005 10.34
707
0
0
0
0
3361
18
37
0 4885 5535
10.34
4.98
Wind Controls168
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections (cont'd)
Reference Sheet 14 & 15 for Vroof calculations
Shearwall Unit Shear Capacity Requirements
Shear Perpendicular to Ridge
1st Story Shear Wall
Wall Length Available for Full Height Sheathing
Bline_3= ft. %line_3=
Bline_4 ft. %line_4 =
Shearwall Unit Shear Capacity
Vwall line_3= (Vroof + Vfloor) / 2 Bline_3
Vwall line_3= lb + lb / (2 x ft.)
Vwall line_3= plf
Vwall line_4 = (Vroof + Vfloor) / 2 Bline_4
Vwall line_4 = lb + lb / (2 x ft.)
Vwall line_4 = plf
Shear Parallel to Ridge
1st Story Shear Wall
Wall Length Available for Full Height Sheathing
Lline_C ft. %line_C
Lline_D ft. %line_D
Shearwall Unit Shear Capacity
Vwall line_C = (Vroof + Vfloor) / 2 Bline_C
Vwall line_C = lb + lb / (2 x ft.)
Vwall line_C = plf
Vwall line_D = (Vroof + Vfloor) / 2 Bline_D
Vwall line_D = lb + lb / (2 x ft.)
Vwall line_D = plf
SMI-Q3593
16D OF 44
DB DATE 6/6/2018
3954 5.65
968 Wind Controls
DATE
5.65 25
12.00 79
456 Wind Controls
0 0 6978
0 0 6978 3954 12.00
23.00 82
23.25 83
0 0 3495 3190
0 0 3495 3190 23.25
144 Wind Controls
23.00
145 Wind Controls
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections (cont'd)
Reference Sheet 14 & 15 for Vroof calculations
Shearwall Unit Shear Capacity Requirements
Shear Perpendicular to Ridge
1st Story Shear Wall
Wall Length Available for Full Height Sheathing
Bline_5= ft. %line_5=
Shearwall Unit Shear Capacity
Vwall line_5= (Vroof + Vfloor) / 2 Bline_5
Vwall line_5= lb + lb / (2 x ft.)
Vwall line_5= plf
Shear Parallel to Ridge
1st Story Shear Wall
Wall Length Available for Full Height Sheathing
Lline_E ft. %line_E
Lline_F ft. %line_F
Shearwall Unit Shear Capacity
Vwall line_E = (Vroof + Vfloor) / 2 Bline_E
Vwall line_E = lb + lb / (2 x ft.)
Vwall line_E = plf
Vwall line_F = (Vroof + Vfloor) / 2 Bline_F
Vwall line_F = lb + lb / (2 x ft.)
Vwall line_F = plf
SMI-Q3593
16E OF 44
DB DATE 6/6/2018
4685 9.75
767 Wind Controls
DATE
9.75 100
0 0 10266
36.17 88
20.83 51
0 0 3276 2991
0 0 3276 2991 20.83
150 Wind Controls
36.17
87 Wind Controls
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shear Connections (cont'd)
Shear Capacity of 2nd Story Perforated Shearwall Assembly
Percent Full Height Sheathing
Wind Perpendicular to Ridge
%line_1=
%line_2 =
Wind Parallel to Ridge
%line_A = < 25%, must use Segmented Shearwall Design
%line_B =
Maximum Unrestrained Opening Height 2nd Story Wall Height - 8 ft.
Wind Perpendicular to Ridge Wind Parallel to Ridge
Hline_1= in. Hline_A in.
Hline_2 in. Hline_B in.
Perforated Shearwall Capacity Adjustment Factor
Wind Perpendicular to Ridge Wind Parallel to Ridge
Fline_1= Fline_A
Fline_2 Fline_B
Shear Capacity of 1st Story Perforated Shearwall Assembly
Percent Full Height Sheathing
Wind Perpendicular to Ridge
%line_1
%line_2
Wind Parallel to Ridge
%line_A < 25%, must use Segmented Shearwall Design
%line_B
Maximum Unrestrained Opening Height 1st Story Wall Height - 9 ft.
Wind Perpendicular to Ridge Wind Parallel to Ridge
Hline_1= in. Hline_A in.
Hline_2 in. Hline_B in.
Perforated Shearwall Capacity Adjustment Factor
Wind Perpendicular to Ridge Wind Parallel to Ridge
Fline_1= Fline_A
Fline_2 Fline_B 0.62 0.55
0.61 N/A
102 84
84 84
18
37
51
65
DATE
SMI-Q3593
OF 44
6/6/2018
17
DB DATE
0.60
0.76
N/A
0.51
84
84
40
84
96
84
57
18
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shearwall Design
Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
Shear Capacity of Segmented Shearwall Assembly
Framing Species Specific Gravity G =
2nd Story Wall - line_1
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
Seismic Controls - No GWB vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
2nd Story Wall - line_2
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
Seismic Controls - No GWB vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
2nd Story Wall - line_A
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
2nd Story Wall - line_B
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
0
334 0
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior)
488
349
0
488
0
630 0
77 334
630 297
450
630
368 488 0
SEGMENTED
PERFORATED
7/16" OSB w/ 0.131"x2.5" nails @ 4" o.c. panel edge & 12" o.c. field nailing (exterior)
0.42
239
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
PERFORATED
334
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
334 334 0 77
0
PERFORATED
239
334
DATE
SMI-Q3593
OF 44
6/6/2018
18
DB DATE
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shearwall Design
Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
Shear Capacity of Segmented Shearwall Assembly
Framing Species Specific Gravity G =
2nd Story Wall - line_3
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
2nd Story Wall - line_4
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
2nd Story Wall - line_C
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
2nd Story Wall - line_D
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
7/16" OSB w/ 0.131"x2.5" nails @ 2" o.c. panel edge & 12" o.c. field nailing (exterior) - dbl studs @
SMI-Q3593
18A OF 44
DB DATE 6/6/2018
DATE
0.42
SEGMENTED
588
823
0
823 0 823 529
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
PERFORATED
7/16" OSB w/ 0.131"x2.5" nails @ 4" o.c. panel edge & 12" o.c. field nailing (exterior)
349
488
0
488 0 488 249
PERFORATED
239
334
0
334 0 334 77
334 0 334 76
PERFORATED
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
239
334
0
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shearwall Design
Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
Shear Capacity of Segmented Shearwall Assembly
Framing Species Specific Gravity G =
2nd Story Wall - line_5
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
Seismic Controls - No GWB vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
2nd Story Wall - line_E
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
2nd Story Wall - line_F
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
SMI-Q3593
18B OF 44
DB DATE 6/6/2018
DATE
0.42
SEGMENTED
239
334
0
334 0 334 265
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
PERFORATED
239
334
0
334 0 334 46
334 0 334 79
PERFORATED
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
239
334
0
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shearwall Design
Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
Shear Capacity of Segmented Shearwall Assembly
Framing Species Specific Gravity G =
1st Story Wall - line_1
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
1st Story Wall - line_2
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
1st Story Wall - line_A
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
1st Story Wall - line_B
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
334
DATE
0.42
239
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
SEGMENTED
SMI-Q3593
OF 44
6/6/2018
18C
DB DATE
168
239
334
0
334 0 334
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
334 334 0 217
0
PERFORATED
464
450
630
707 1261 631
0
630 0 630
SEGMENTED
SEGMENTED
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior)
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior)
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (interior)
630
450
631
630
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shearwall Design
Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
Shear Capacity of Segmented Shearwall Assembly
Framing Species Specific Gravity G =
1st Story Wall - line_3
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
1st Story Wall - line_4
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
1st Story Wall - line_C
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
1st Story Wall - line_D
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior)
SMI-Q3593
18D OF 44
DB DATE 6/6/2018
DATE
0.42
SEGMENTED
450
630
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (interior)
631
630 631 1261 968
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
SEGMENTED
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior)
450
630
0
630 0 630 456
PERFORATED
239
334
0
334 0 334 145
334 0 334 144
PERFORATED
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
239
334
0
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shearwall Design
Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
Shear Capacity of Segmented Shearwall Assembly
Framing Species Specific Gravity G =
1st Story Wall - line_5
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
1st Story Wall - line_E
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
1st Story Wall - line_F
Tabulated Value = plf
vs = 1.40 (Tab. Value) = plf
vs = plf
Shear Capacity of Shearwall Assembly
vs = plf + plf = plf > plf OK
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior)
SMI-Q3593
18E OF 44
DB DATE 6/6/2018
DATE
0.42
SEGMENTED
450
630
7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (interior)
631
630 631 1261 767
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
PERFORATED
239
334
0
334 0 334 87
334 0 334 150
PERFORATED
7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior)
239
334
0
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Diaphragm Chords
Check Tensile Strength of Top Plate to Transfer Chord Force - Tensile strength controls vs. compressive
Sample Calculation
Nominal Tensile Stress Ft = psi ANSI / AF&PA NDS Table 4A/4F
Load Duration Factor CD = ANSI / AF&PA NDS Table 2.3.2
Size Factor CF = ANSI / AF&PA NDS Table 4A/4F
Allowable Tensile Stress Ft' = Ft CD CF = psi ANSI / AF&PA NDS Table 4.3.1
Net Area of Stud A = in2
Allowable Tensile Load
Double 2x4 - With Splices Pt' = Ft' A = lb Double 2x4 - No Splices lb
Double 2x6 - With Splices Pt' = Ft' A = lb Double 2x6 - No Splices lb
Double 2x10 - With Splices Pt' = Ft' A = lb Double 2x10 - No Splices lb
Z = lb
Minimum splice lap where splices are allowed = ft
2nd Floor
Endwalls T= lb
Sidewalls T= lb LVL Perimeter
1st Floor
Endwalls T= lb
Sidewalls T= lb LVL Perimeter
5210
6578
4
2442
3439
Double 2x6 Top Plate - No Splices
Double 2x6 Top Plate - No Splices
131.2
5550 11100
3150
DATE
8.25
DATE
1.5
6300
4290 8580
0.131" x 3.0" Nails
2x6 SPF #3
250
1.6
600
SMI-Q3593
OF 44
6/6/2018
19
DB
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Shearwall Design (cont'd)
Shear Capacity of Perforated Shearwall Assembly
v = vs x Perforated Shearwall Capacity Adjustment Factor
2nd Story Walls 2nd Story Wall Height - 8 ft.
Shear Perpendicular to Ridge
vline_1= plf x =plf > plf OK
vline_2 plf x =plf > plf OK
Shear Parallel to Ridge
Must Use Segmented Shearwall Design vline_A plf NG
vline_B plf x = plf > plf OK
1st Story Wall 1st Story Wall Height - 9 ft.
Shear Perpendicular to Ridge
Must Use Segmented Shearwall Design vline_1= plf x =plf < plf NG
vline_2 plf x =plf > plf OK
Shear Parallel to Ridge
Must Use Segmented Shearwall Design vline_A NG
Must Use Segmented Shearwall Design vline_B plf x = plf < plf NG
Note: Perforated Capacity limited to 490plf for Seismic and 686plf for wind
630 0.51 320 297
488
334 0.76 255
334 0.60 200
DATE
77
77
SMI-Q3593
OF 44
6/6/2018
20
DB DATE
334 0.62 207 168
334 0.61 203 217
1261
630 0.55 347 464
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Overturning Connections
Check Capacity of Dead Loads to Resist Overturning Loads
Length of side (L1)(house width) = ft.
Length of side (L2)(house length) = ft.
Dead Load Resistance to Overturning - line_1& line_2
Dead Load = plf
Dead Load * Length to Overturning @ Pivot Point = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Dead Load Resistance to Overturning - line_A & line_B
Dead Load = plf
Dead Load * Length to Overturning @ Pivot Point = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Required Holddown Capacity T = v x h Segemented T = v x h/Co Perforated
2nd Story Module to 1st Story Module - line_1
T = plf x ft. / = lb + lb <
Dead Load of Structure is Sufficient to Resist Overturning Load
2nd Story Module to 1st Story Module - line_2
T = plf x ft. / = lb + lb <
Dead Load of Structure is Sufficient to Resist Overturning Load
2nd Story Module to 1st Story - line_A
T = plf x ft. / = lb + lb - lb
Connector: (2) Simpson Strong-Tie CS16 straps
Fastener: w/ (22) 10d nails ea strap
Allowable Load = 1705 lb x 2 straps = 3410 lbs
2nd Story Module to 1st Story Module - line_B
T = plf x ft. / = lb + lb - lb
Connector: (2) Simpson Strong-Tie CS16 straps
Fastener: w/ (22) 10d nails ea strap
Allowable Load = 1705 lb x 2 straps = 3410 lbs
0.76
2945
OK
1.00
0.51
PERFORATED Wind Controls
SEGMENTED
39
150
2100
3380 1299
lbs
Seismic Controls
Wind Controls
297 8.0 4679 lbs DL =
368
924
1260
50
1104
2895
OK
lbs DL =
839
77 8.0 1027
77 8.0 813
8.0
47.4
28
65
2 150
PERFORATED Seismic Controls
1 65
0.60
PERFORATED
SMI-Q3593
OF 44
6/6/2018
21
DB DATE
DATE
1541
lbs
180
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Overturning Connections
Check Capacity of Dead Loads to Resist Overturning Loads
Length of side (L1)(house width) = ft.
Length of side (L2)(house length) = ft.
Dead Load Resistance to Overturning - line_3& line_4
Dead Load = plf
Dead Load * Length to Overturning @ Pivot Point = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Dead Load Resistance to Overturning - line_C & line_D
Dead Load = plf
Dead Load * Length to Overturning @ Pivot Point = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Required Holddown Capacity T = v x h Segemented T = v x h/Co Perforated
2nd Story Module to 1st Story Module - line_3
T = plf x ft. / = lb + lb - lb
Connector: (3) Simpson Strong-Tie CS16 straps
Fastener: w/ (22) 10d nails ea strap
Allowable Load = 1705 lb x 3 straps = 5115 lbs
2nd Story Module to 1st Story Module - line_4
T = plf x ft. / = lb + lb - lb
Connector: (2) Simpson Strong-Tie CS16 straps
Fastener: w/ (22) 10d nails ea strap
Allowable Load = 1705 lb x 2 straps = 3410 lbs
2nd Story Module to 1st Story - line_C
T = plf x ft. / = lb + lb <
Dead Load of Structure is Sufficient to Resist Overturning Load
2nd Story Module to 1st Story Module - line_D
T = plf x ft. / = lb + lb <
Dead Load of Structure is Sufficient to Resist Overturning Load
DATE
SMI-Q3593
21A OF 44
DB DATE 6/6/2018
47.4
28
SEGMENTED Wind Controls
1541
2100
65
924
150 0
150
1260
65 0
lbs DL = 4183 50
PERFORATED Wind Controls
249 8.0 0.85 2343 297 lbs DL =
529 8.0 1.00 4233
2046
PERFORATED Wind Controls
77 8.0 0.80 765 1260
76 8.0 0.80 760 lbs OK
lbs OK
PERFORATED Wind Controls
1260
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Overturning Connections
Check Capacity of Dead Loads to Resist Overturning Loads
Length of side (L1)(house width) = ft.
Length of side (L2)(house length) = ft.
Dead Load Resistance to Overturning - line_5
Dead Load = plf
Dead Load * Length to Overturning @ Pivot Point = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Dead Load Resistance to Overturning - line_E & line_F
Dead Load = plf
Dead Load * Length to Overturning @ Pivot Point = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Required Holddown Capacity T = v x h Segemented T = v x h/Co Perforated
2nd Story Module to 1st Story Module - line_5
T = plf x ft. / = lb + lb - lb
Connector: (2) Simpson Strong-Tie CS16 straps
Fastener: w/ (22) 10d nails ea strap
Allowable Load = 1705 lb x 2 straps = 3410 lbs
2nd Story Module to 1st Story - line_E
T = plf x ft. / = lb + lb <
Dead Load of Structure is Sufficient to Resist Overturning Load
2nd Story Module to 1st Story Module - line_F
T = plf x ft. / = lb + lb <
Dead Load of Structure is Sufficient to Resist Overturning Load
DATE
SMI-Q3593
21B OF 44
DB DATE 6/6/2018
47.4
41
SEGMENTED Wind Controls
1541
3075
65
924
150 0
150
1845
65 0
lbs DL = 1973 150 265 8.0 1.00 2123
PERFORATED Wind Controls
46 8.0 0.85 428 1845
79 8.0 0.65 968 lbs OK
lbs OK
PERFORATED Wind Controls
1845
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Reference Page 22 for Stud Capacity Example Calculation.
Overturning Connections
Check Capacity of Dead Loads to Resist Overturning Loads
Length of side (L1)(house width) = ft.
Length of side (L2)(house length) = ft.
Dead Load Resistance to Overturning - line_1& line_2
Dead Load = plf
Dead Load * (Length to Overturning @ Pivot Point/ 2 ) = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Dead Load Resistance to Overturning - line_A & line_B
Dead Load = plf
Dead Load * (Length to Overturning @ Pivot Point/ 2 ) = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Required Holddown Capacity T = v x h Segemented T = v x h/Co Perforated
1st Story Module to Foundation - line_1
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
1st Story Module to Foundation - line_2
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
1st Story Module to Foundation - line_A
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
1st Story Module to Foundation - line_B
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
3841 100 lbs DL =
Allowable Load = 10350 lbs
Wind Controls
(1) Simpson HDU14-SDS2.5 installed on (4) 2x6 SYP #2 Studs - Use Heavy Hex Head Nut
(36) SDS 1/4"x2.5" screws into stud column & 1" threaded rod connected to foundation wall
Allowable Load = 14445 lbs
Simpson Strong-Tie STHD14RJ
Allowable Load 5345 lb
SEGMENTED
1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from corner
600
Wind Controls
546
0
1845
65
910
150 0
(1) Simpson HDU5-SDS2.5 installed on minimum of (2) 2x6 SPF #2 Studs
PERFORATED
1
(14) SDS 1/4"x2.5" screws into stud column & 5/8" threaded rod attached to steel beam on-site
168 8.5 2307 1706 0.619
DATE
3555
217 8.5 1845
47.4
28
150
65
0
SEGMENTED Wind Controls
lbs DL =
lbs DL =
464 8.5 3941
SEGMENTED
1
707 8.5 6011
(1) Simpson HDU14-SDS2.5 installed on (4) 2x6 SPF #2 Studs
(36) SDS 1/4"x2.5" screws into stud column & 1" threaded rod connected to foundation wall
1 lbs DL = 8807 100 2895
Allowable Load = 2215 lbs
Wind Controls
SMI-Q3593
OF 44
6/6/2018
21C
DB DATE
2133
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Reference Page 22 for Stud Capacity Example Calculation.
Overturning Connections
Check Capacity of Dead Loads to Resist Overturning Loads
Length of side (L1)(house width) = ft.
Length of side (L2)(house length) = ft.
Dead Load Resistance to Overturning - line_3& line_4
Dead Load = plf
Dead Load * (Length to Overturning @ Pivot Point/ 2 ) = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Dead Load Resistance to Overturning - line_C & line_D
Dead Load = plf
Dead Load * (Length to Overturning @ Pivot Point/ 2 ) = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Required Holddown Capacity T = v x h Segemented T = v x h/Co Perforated
1st Story Module to Foundation - line_3
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
1st Story Module to Foundation - line_4
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
1st Story Module to Foundation - line_C
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
1st Story Module to Foundation - line_D
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
SMI-Q3593
21D OF 44
DB DATE 6/6/2018
(14) 10d nails ea strap
Allowable Load = 1110 lb
1541 924
(1) Simpson HDU14-SDS2.5 installed on (4) 2x6 SPF #2 Studs
(36) SDS 1/4"x2.5" screws into stud column & 1" threaded rod connected to foundation wall
Allowable Load = 10350 lbs
PERFORATED Wind Controls
PERFORATED Wind Controls
150 0
DATE
47.4
28
65
SEGMENTED Wind Controls
150
2100 1260
2 65 78
456 8.5 1 3872 2046
lbs DL = 12362
(1) Simpson HDU14-SDS2.5 installed on (4) 2x6 SYP #2 Studs - Use Heavy Hex Head Nut
(36) SDS 1/4"x2.5" screws into stud column & 1" threaded rod connected to foundation wall
968 8.5 1 8229 4183 50
0 lbs DL = 5917
Allowable Load = 14445 lbs
SEGMENTED Wind Controls
145 8.5 0.8 1544 1338
Allowable Load = 1110 lb
lbs DL = 206
(1) Simpson LSTA18 strap from wall studs to floor band
(14) 10d nails ea strap
lbs DL = 189
(1) Simpson LSTA18 strap from wall studs to floor band
144 8.5 0.8 1527 1338
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Reference Page 22 for Stud Capacity Example Calculation.
Overturning Connections
Check Capacity of Dead Loads to Resist Overturning Loads
Length of side (L1)(house width) = ft.
Length of side (L2)(house length) = ft.
Dead Load Resistance to Overturning - line_5
Dead Load = plf
Dead Load * (Length to Overturning @ Pivot Point/ 2 ) = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Dead Load Resistance to Overturning - line_E & line_F
Dead Load = plf
Dead Load * (Length to Overturning @ Pivot Point/ 2 ) = lbs * 0.60 =
Return Wall Dead Load = * * 0.60 =
Required Holddown Capacity T = v x h Segemented T = v x h/Co Perforated
1st Story Module to Foundation - line_5
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
1st Story Module to Foundation - line_E
T = plf x ft. / = lb + lb <
1st Story Module to Foundation - line_F
T = plf x ft. / = lb + lb - lb
Connector:
Fastener: w/
SMI-Q3593
21E OF 44
DB DATE 6/6/2018
(14) 10d nails ea strap
Allowable Load = 1110 lb
1541 924
PERFORATED Wind Controls
PERFORATED Wind Controls
150 0
DATE
47.4
28
65
SEGMENTED Wind Controls
150
2100 1260
65 0
lbs DL = 6517
(1) Simpson HDU14-SDS2.5 installed on (4) 2x6 SPF #2 Studs
(36) SDS 1/4"x2.5" screws into stud column & 1" threaded rod connected to foundation wall
767 8.5 1 6517 0
Allowable Load = 10350 lbs
87 8.5 0.9 818 1260 lbs OK
Dead Load of Structure is Sufficient to Resist Overturning Load
lbs DL = 567
(1) Simpson LSTA18 strap from wall studs to floor band
150 8.5 0.7 1827 1260
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Overturning Connections (cont'd)
Check Tensile Strength of Studs to Transfer Overturning Loads - Sample Calculation
(1)
Nominal Tensile Stress
Ft = psi ANSI / AF&PA NDS Table 4A
Load Duration Factor
CD = ANSI / AF&PA NDS Table 2.3.2
Size Factor
CF = ANSI / AF&PA NDS Table 4B
Allowable Tensile Stress
Ft' = Ft CD CF = psi ANSI / AF&PA NDS Table 4.3.1
Net Area of Studs
A = in2
Allowable Tensile Load
Pt' = Ft' A = lb
Built up Column Fastening Requirement
Assume Typical Connection made with
Specific Gravity of Member Stud Height = ft
G =
Thickness of Member
ts = in.
Lateral Capacity
Z = lbs ANSI / AF&PA NDS Table 11N
Load Duration Factor
CD = ANSI / AF&PA NDS Table 2.3.2
Allowable Lateral Capacity
Z' = Z CD = lb ANSI / AF&PA NDS Table 10.3.1
Required Spacing for two rows staggered =
(Capacity x # of rows) / (Stud Cap. / Stud Height) x (ft to in conversion)
( lb x ) / ( lb / ft ) x ( 12 in / 1 ft ) =
= in o.c.
9
0.42
1.50
82
8
131
131 2
2x6 SPF #3
3300
SMI-Q3593
OF 44
6/6/2018
22
DB DATE
DATE
1.6
9
250
1.6
400
3300
1.0
8.25
0.131" x 3.0" Nails
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections
Roof Pitch = Wall Height = ft. Roof member spacing = in o.c.
3 Sec Gust Wind Speed = mph
Wind Exposure =
Load from wind on Wall
Wall Horizontal Pressure = psf See page 13
Wind Load = Wall Press x (Wall Height / 2)
Wind Load = plf
Load required to be transferred to sidewall diaphragm chord
Load to in sidewall diaphragm chord = lb See pages 14 & 15
Length of Unit = ft.
Load along sidewall in diaphragm chord = sidewall diaphragm chord load / length of unit
Load along sidewall in diaphragm chord = plf
Req. Roof to Wall Load = Max(wind load, diaphragm chord load) x roof mem. spacing =
Req. Roof to Wall Load = lb
Roof to Wall Plate Connection
Assume Typical Connection made with 0.131" x 3" toenails.
Specific Gravity of Member
G =
Thickness of Member
ts = in.
Lateral Capacity of Nails
Z = lbs ANSI / AF&PA NDS Table 11N
Load Duration Factor
CD = ANSI / AF&PA NDS Table 2.3.2
Toe Nail Factor
Ctn = ANSI / AF&PA NDS 11.5.4.2
Allowable Lateral Capacity of Nails
Z' = Z CD Ctn = lb ANSI / AF&PA NDS Table 10.3.1
Required Roof to Wall Plate Connection
Req'd Nail Nails
Load Capacity Req'd
lb lb cap per framing member
0.42
244.4
1.50
82
5133
28
183.3
1.6
244 109 3
0.83
109
83.6
19.67
SMI-Q3593
OF 44
6/6/2018
23
DB DATE
DATE
2:12 8.5
116.2
C
16
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections
Assume Typical Connection made with
Specific Gravity of Member
G =
Thickness of Member
ts = in.
Lateral Capacity
Z = lbs ANSI / AF&PA NDS
Load Duration Factor
CD = ANSI / AF&PA NDS Table 2.3.2
End-Grain Nail Factor
Ctn = ANSI / AF&PA NDS 11.5.4.2
Allowable Lateral Capacity
Z' = Z CD Ceg = lb ANSI / AF&PA NDS Table 10.3.1
Top Plate to Studs & Bottom Plate to Studs
Req'd Nail Nails
Load Capacity Req'd
lb lb cap per framing member
Bottom Plate to Floor
Assume Typical Connection made with
Allowable Lateral Capacity of Nails
Z' = Z CD = lb x = lb
Req'd Stud Req'd
Load Spacing = Load
lb / in oc plf
Nail Req'd Req'd
Capacity / Load = Spacing
lb cap plf in o.c.
111
131 16
131
DATE
16 84
84
0.67
87.9
0.42
1.50
82.0
1.6
82
SMI-Q3593
OF 44
6/6/2018
23A
DB DATE
1.6
0.131" x 3.0" Nails
111 88 2
0.131" x 3.0" Nails in End-Grain.
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections
Truss Bottom Chord or Ceiling Joist to Endwall Top Plate
Assume Typical Connection made with
Allowable Lateral Capacity of Nails
Z' = Z CD Ctn lb x x = lb
Req'd Building Width Req'd
Load Spacing = Load
lb / ft plf
Nail Req'd Req'd
Capacity / Load = Spacing
lb cap plf in o.c.109 52 8
0.83
0.131" x 3.0" Nails toed
82 1.6 109
2442 47.4 52
DATE
SMI-Q3593
23B OF 44
DB DATE 6/6/2018
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections (cont'd)
Alternate
Roof to Wall Plate Connection
Connector: Simpson Strong-Tie H10A
Fastener: (9) 0.148" x 1 1/2" nails in truss and (9) 0.148" x 1 1/2" nails in plate
Allowable Load = lb for SPF
Req'd Lateral Req'd Provided
Load Spacing Spacing
plf in. in.
DATE
SMI-Q3593
OF 44
6/6/2018
24
DB DATE
32
285
84 41
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections (cont'd)
Design 2nd Story to 1st Story Connection
Assume Typical Connection made with
0.131" x 3" toenails.
Specific Gravity of Member
G =
Thickness of Member
ts = in.
Nominal Lateral Capacity of Nails in Single Shear
Z = lb ANSI / AF&PA NDS Table 11N
Load Duration Factor
CD = ANSI / AF&PA NDS Table 2.3.2
Toe-Nail Factor
Ctn = ANSI / AF&PA NDS 11.5.4
Allowable Lateral Capacity of Nails in Single Shear
Z' = Z CD Ctn = lb ANSI / AF&PA NDS Table 10.3.1
2nd Story to 1st Story Connection - line_1, 2, C, D, E & F
v = Vfloor1 = plf Ref. Sheet
Connection: 0.131" x 3" toenails. @ " o.c.
2nd Story to 1st Story Connection - line_A, B, 3 & 4
v = Vfloor1 = plf Ref. Sheet
Connection: 0.131" x 3" toenails. @ " o.c.
6
3
14 & 15
14 & 15
SMI-Q3593
OF 44
6/6/2018
25
DB DATE
DATE
0.42
1.50
82
1.6
351
110
0.83
109
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections (cont'd)
Design 1st Story Module to Sill Plate Connection
Assume Typical Connection made with
0.131" x 3" toenails.
Specific Gravity of Member
G =
Thickness of Member
ts = in.
Nominal Lateral Capacity of Nails in Single Shear
Z = lb ANSI / AF&PA NDS Table 11N
Load Duration Factor
CD = ANSI / AF&PA NDS Table 2.3.2
Toe-Nail Factor
Ctn = ANSI / AF&PA NDS 11.5.4
Allowable Lateral Capacity of Nails in Single Shear
Z' = Z CD Ctn = lb ANSI / AF&PA NDS Table 10.3.1
1st Story to Sill Plate Connection - line_1 & 2
v = Vfloor2 = plf Ref. Sheet
Connection: 0.131" x 3" toenails. @ " o.c.
1st Story to Sill Plate Connection - line_B & 3
v = Vfloor2 = plf Ref. Sheet
Connection: 0.131" x 3" toenails. @ " o.c.
1.50
82
1.6
596
252
0.83
109
4
NG
14 & 15
14 & 15
USE ALTERNATE CONNECTION ON PAGE 26 FOR LINE B & LINE 3
0.42
SMI-Q3593
OF 44
6/6/2018
25A
DB DATE
DATE
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections Cont'd
Design Alternate 2nd Story to 1st Story Connection
2nd Story to 1st Story Connection - line_1, 2, C, D, E & F v = Vfloor1 = plf
Connector: Simpson Strong-Tie LTP4
Fastener: (12) 0.131in x 1 1/2in nails
Allowable Load = lb Req'd Sliding Req'd
Load Spacing
plf in.
2nd Story to 1st Story Connection - line_A, B, 3 & 4 v = Vfloor1 = plf
Connector: Simpson Strong-Tie LTP4
Fastener: (12) 0.131in x 1 1/2in nails
Allowable Load = lb Req'd Sliding Req'd
Load Spacing
plf in.
Design Alternate 1st Story to Sill Plate Connection
1st Story to Sill Plate Connection - line_1& line_2 v = Vfloor2 = plf
Connector: Simpson Strong-Tie LTP4
Fastener: (12) 0.131in x 1 1/2in nails
Allowable Load = lb Req'd Sliding Req'd
Load Spacing
plf in.
1st Story to Sill Plate Connection - line_B & line_3 v = Vfloor2 = plf
Connector: Simpson Strong-Tie LTP4
Fastener: (12) 0.131in x 1 1/2in nails
Allowable Load = lb Req'd Sliding Req'd
Load Spacing
plf in.596 8
252
596
351 19
110
351
575
252 27
575
SMI-Q3593
OF 44
6/6/2018
26
DB
DATE
DATE
575
110 48
575
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections (cont'd)
Sill Plate to Foundation Connection - line_2 Connection: " dia. Anchor Bolts @ " o.c.
Design Sill Plate to Foundation Connection
Assume " dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends
of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section.
Specific Gravity of Sill Plate G =
Thickness of Sill Plate ts = in.
Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain
ANSI / AF&PA NDS Table 11E Z// = lb
Load Duration Factor
ANSI / AF&PA NDS Table 2.3.2 CD =
Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain
ANSI / AF&PA NDS Table 10.3.1 Z' = Z// CD = lb
Vfloor2 = plf Ref. Sheet
Load at anchor bolt = x Anchor Bolt Spacing
Load at anchor bolt = plf x " o.c. = lb
CSI = Load at anchor bolt / Z'
CSI Shear => CSI = lb / lb =
Check Compression Perpendicular to the Grain 1/8in thick min. washer required
Uniform Uplift Load = Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable.
Uniform Uplift Load = Max of plf See page 4 and plf
Uniform Uplift Load = plf
Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing
Concentrated Uplift Load = plf x " o.c.
Concentrated Uplift Load = lb
Allowable Compression Stress Perpendicular to the Grain
Fc┴ = psi ANSI / AF&PA NDS Table 4B
Try 2 " square washer w/ " Anchor Bolt (Assume 1/16" oversized hole)
Area of Washer Awasher = 2 2 -((π / 4) (0.5 + 1/16)^2) = in2
Allowable Compression Load Perpendicular to the Grain
Pc┴ = Fc┴ Awasher = psi x in2 = lb
CSI Uplift => CSI = Load at anchor bolt / Pcperp = lb / lb =
Total CSI = CSI shear + CSI uplift = + = OK
Anchor Bolt Spacing OK
0.46 0.26 0.72
543 2120 0.26
18CSee page
252
1/2 24
14 & 15
252
Vfloor2
24 505
1/2
680
1.6
1088
0.55
1.50
SMI-Q3593
OF 44
6/6/2018
27
DB DATE
DATE
505 1088 0.46
2120
543
565 3.751
565
1/2
3 3/4
189 271
271
271 24
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections (cont'd)
Sill Plate to Foundation Connection - line_3 Connection: " dia. Anchor Bolts @ " o.c.
Design Sill Plate to Foundation Connection
Assume " dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends
of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section.
Specific Gravity of Sill Plate G =
Thickness of Sill Plate ts = in.
Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain
ANSI / AF&PA NDS Table 11E Z// = lb
Load Duration Factor
ANSI / AF&PA NDS Table 2.3.2 CD =
Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain
ANSI / AF&PA NDS Table 10.3.1 Z' = Z// CD = lb
Vfloor2 = plf Ref. Sheet
Load at anchor bolt = x Anchor Bolt Spacing
Load at anchor bolt = plf x " o.c. = lb
CSI = Load at anchor bolt / Z'
CSI Shear => CSI = lb / lb =
Check Compression Perpendicular to the Grain 1/8in thick min. washer required
Uniform Uplift Load = Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable.
Uniform Uplift Load = Max of plf See page 4 and plf
Uniform Uplift Load = plf
Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing
Concentrated Uplift Load = plf x " o.c.
Concentrated Uplift Load = lb
Allowable Compression Stress Perpendicular to the Grain
Fc┴ = psi ANSI / AF&PA NDS Table 4B
Try 2 " square washer w/ " Anchor Bolt (Assume 1/16" oversized hole)
Area of Washer Awasher = 2 2 -((π / 4) (0.5 + 1/16)^2) = in2
Allowable Compression Load Perpendicular to the Grain
Pc┴ = Fc┴ Awasher = psi x in2 = lb
CSI Uplift => CSI = Load at anchor bolt / Pcperp = lb / lb =
Total CSI = CSI shear + CSI uplift = + = OK0.82 0.00 0.82
1/2
3 3/4
565 3.751 2120
0 2120
18C
0
0 18
0
See page
894
0.00
565
894 1088 0.82
0 0
596 14 & 15
Vfloor2
596 18
1/2
0.55
1.50
680
1088
1.6
SMI-Q3593
27A OF 44
DB DATE 6/6/2018
DATE
Anchor Bolt Spacing OK
1/2 18
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections (cont'd)
Sill Plate to Foundation Connection - line_A Connection: " dia. Anchor Bolts @ " o.c.
Design Sill Plate to Foundation Connection
Assume " dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends
of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section.
Specific Gravity of Sill Plate G =
Thickness of Sill Plate ts = in.
Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain
ANSI / AF&PA NDS Table 11E Z// = lb
Load Duration Factor
ANSI / AF&PA NDS Table 2.3.2 CD =
Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain
ANSI / AF&PA NDS Table 10.3.1 Z' = Z// CD = lb
Vfloor2 = plf Ref. Sheet
Load at anchor bolt = x Anchor Bolt Spacing
Load at anchor bolt = plf x " o.c. = lb
CSI = Load at anchor bolt / Z'
CSI Shear => CSI = lb / lb =
Check Compression Perpendicular to the Grain 1/8in thick min. washer required
Uniform Uplift Load = Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable.
Uniform Uplift Load = Max of plf See page 4 and plf
Uniform Uplift Load = plf
Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing
Concentrated Uplift Load = plf x " o.c.
Concentrated Uplift Load = lb
Allowable Compression Stress Perpendicular to the Grain
Fc┴ = psi ANSI / AF&PA NDS Table 4B
Try 2 " square washer w/ " Anchor Bolt (Assume 1/16" oversized hole)
Area of Washer Awasher = 2 2 -((π / 4) (0.5 + 1/16)^2) = in2
Allowable Compression Load Perpendicular to the Grain
Pc┴ = Fc┴ Awasher = psi x in2 = lb
CSI Uplift => CSI = Load at anchor bolt / Pcperp = lb / lb =
Total CSI = CSI shear + CSI uplift = + = OK0.82 0.13 0.96
1/2
3 3/4
565 3.751 2120
284 2120
18C
189
189 18
284
See page
894
0.13
565
894 1088 0.82
189 0
596 14 & 15
Vfloor2
596 18
1/2
0.55
1.50
680
1088
1.6
SMI-Q3593
27B OF 44
DB DATE 6/6/2018
DATE
Anchor Bolt Spacing OK
1/2 18
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sliding Connections (cont'd)
Sill Plate to Foundation Connection - line_B Connection: " dia. Anchor Bolts @ " o.c.
Design Sill Plate to Foundation Connection
Assume " dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends
of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section.
Specific Gravity of Sill Plate G =
Thickness of Sill Plate ts = in.
Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain
ANSI / AF&PA NDS Table 11E Z// = lb
Load Duration Factor
ANSI / AF&PA NDS Table 2.3.2 CD =
Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain
ANSI / AF&PA NDS Table 10.3.1 Z' = Z// CD = lb
Vfloor2 = plf Ref. Sheet
Load at anchor bolt = x Anchor Bolt Spacing
Load at anchor bolt = plf x " o.c. = lb
CSI = Load at anchor bolt / Z'
CSI Shear => CSI = lb / lb =
Check Compression Perpendicular to the Grain 1/8in thick min. washer required
Uniform Uplift Load = Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable.
Uniform Uplift Load = Max of plf See page 4 and plf
Uniform Uplift Load = plf
Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing
Concentrated Uplift Load = plf x " o.c.
Concentrated Uplift Load = lb
Allowable Compression Stress Perpendicular to the Grain
Fc┴ = psi ANSI / AF&PA NDS Table 4B
Try 2 " square washer w/ " Anchor Bolt (Assume 1/16" oversized hole)
Area of Washer Awasher = 2 2 -((π / 4) (0.5 + 1/16)^2) = in2
Allowable Compression Load Perpendicular to the Grain
Pc┴ = Fc┴ Awasher = psi x in2 = lb
CSI Uplift => CSI = Load at anchor bolt / Pcperp = lb / lb =
Total CSI = CSI shear + CSI uplift = + = OK0.82 0.13 0.96
1/2
3 3/4
565 3.751 2120
284 2120
18C
189
189 18
284
See page
894
0.13
565
894 1088 0.82
189 0
596 14 & 15
Vfloor2
596 18
1/2
0.55
1.50
680
1088
1.6
SMI-Q3593
27C OF 44
DB DATE 6/6/2018
DATE
Anchor Bolt Spacing OK
1/2 18
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sheathing Connections
Roof Sheathing
Design Roof Sheathing Connection to Resist Suction Loads
3 Sec Gust Wind Speed = mph
See pages 13D thru 13F for pressure calcs.
Wind Importance Factor =
Wind Exposure =
C&C Pressures
Adjusted Interior Suction Pressure =psf Zone 1
Adjusted Perimeter Suction Pressure =psf Zone 2
Adjusted Overhang Suction Pressure =psf Zone 2 OH
Adjusted Overhang Suction Pressure =psf Zone 3 OH
Perimeter Edge Zone Width
Minimum Building Dimension =ft.
Z = 10% Minimum Building Dimension = ft.
But not less than ft.
Roof Framing Spacing =in. o.c.
Unit Suction Load from Wind
Interior Zone =psf x ft. =plf
Perimeter Edge Zone =psf x ft. =plf
Overhang Zone =psf x ft. =plf
35
26
26
53 1.33
20
1.33
1.33
71
SMI-Q3593
OF 44
6/6/2018
28
DB DATE
C
26.5
53.4
4.74
DATE
116.2
47.4
1.00
Roof
Framing
Spacing in
ft. o.c.
36.5
3
16
19.8
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sheathing Connections (cont'd)
Roof Sheathing
Design Roof Sheathing Connection to Resist Suction Loads
Roof Sheathing: 5/8" Zip Sheathing (Unblocked)
Fastening: 6 " o.c. panel edge fastening and 12 " o.c. field fastening
Specific Gravity of Roof Framing G =
Diameter of Nails D = in.
Length of Nails L = in.
Thickness of Sheathing t = in.
Nominal Nail Withdrawal Design Value
ANSI / AF&PA NDS Table 11.2C W = lb / in.
Load Duration Factor
ANSI / AF&PA NDS 2.3.2 CD =
Allowable Nail Withdrawal Design Value
ANSI / AF&PA NDS Table 11.2C W ' = W CD = lb / in.
Length of Nail Penetration LP = L - t = in.
Withdrawal Capacity per Nail W ' LP = lb
Required Suction Load Capacity
Interior Zone =plf Ref. Sheet
Perimeter Edge Zone =plf Ref. Sheet
Overhang Zone =plf Ref. Sheet
Required Fastening
Interior Zone =" o.c.
Perimeter Edge Zone =" o.c.
Overhang Zone =" o.c.
0.131"x2.5" nails at
DATE
0.42
0.131
2.50
SMI-Q3593
OF 44
6/6/2018
29
DB DATE
0.625
28
21
1.6
34
1.875
63
28
28
6
12
6
26
35
71
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sheathing Connections (cont'd)
Roof Sheathing
Design Roof Diaphragm to Transfer Shear Loads
Unit Shear Capacity Requirement
Max Vroof = lb
L = ft.
vroof = plf
Shear Capacity for Diaphragm Assembly
Framing Species Specific Gravity G =
Roof Sheathing: 5/8" Zip Sheathing (Unblocked)
Fastening: 6 " o.c. panel edge nailing and 12 " o.c. field nailing
Tabulated Value = plf
= plf > plf OK156.4 128
DATE
7186
28
128
0.42
156.4
SMI-Q3593
OF 44
6/6/2018
30
DB DATE
0.131"x2.5" nails at
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sheathing Connections (cont'd)
Floor Sheathing
Design Floor Diaphragm to Transfer Shear Loads
Unit Shear Capacity Requirement
Max Vfloor = lb
B = ft.
vfloor = plf
Shear Capacity for Diaphragm Assembly
Framing Species Specific Gravity G =
Floor Sheathing:
Fastening:
6 " o.c. panel edge fastening and 12 " o.c. field fastening
Tabulated Value = plf
= plf > plf OK
DATE
47.4
91
SMI-Q3593
OF 44
6/6/2018
31
DB DATE
8670
211.6 91
0.42
211.6
5/8in OSB (Unblocked)
0.131"x2.5" nails at
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sheathing Connections
Wall Sheathing
Design Wall Sheathing Connection to Resist Suction Loads
3 Sec Gust Wind Speed = mph
See pages 13D thru 13F for pressure calcs.
Wind Exposure =
Adjusted Interior Suction Pressure (Zone 4) =psf
Adjusted Perimeter Suction Pressure (Zone 5) =psf
Perimeter Edge Zone Width
Minimum Building Dimension = ft.
Z = 10% Minimum Building Dimension = ft.
But not less than ft.
Wall Framing Spacing = in. o.c.
Unit Suction Load from Wind
Interior Zone = psf x ft oc. = plf
Edge Zone = psf x ft oc. = plf
SMI-Q3593
OF 44
6/6/2018
32
19.8
116.2
47.4
1.33
24.2
1.33
DB DATE
4.74
3
16
32
26
Roof
Framing
Spacing in
ft. o.c.
24
20
DATE
C
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Sheathing Connections (cont'd)
Wall Sheathing
Design Wall Sheathing Connection to Resist Suction Loads
Wall Sheathing: 7/16" OSB
Fastening: 6 " o.c. panel edge nailing and 12 " o.c. field nailing
Specific Gravity of Wall Framing G =
Diameter of Nails D = in.
Length of Nails L = in.
Thickness of Sheathing t = in.
Nominal Nail Withdrawal Design Value
ANSI / AF&PA NDS Table 11.2C W = lb / in.
Load Duration Factor
ANSI / AF&PA NDS 2.3.2 CD =
Allowable Nail Withdrawal Design Value
ANSI / AF&PA NDS Table 11.2C W ' = W CD = lb / in.
Length of Nail Penetration LP = L - t = in.
Withdrawal Capacity per Nail W ' LP = lb
Required Suction Load Capacity
Interior Zone = plf
Perimeter Edge Zone = plf
Required Fastening
Interior Zone =" o.c.
Perimeter Edge Zone =" o.c.
SMI-Q3593
OF 44
6/6/2018
33
DB DATE
DATE
0.131"x2.5" nails at
6
69
0.42
12
0.131
2.50
0.438
2.063
1.6
34
21
32
26
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
SMI-Q3593
34 OF 44
DB DATE 6/6/2018
DATE
Location Force Connection Fasteners Required Reference
Rafter to Top Plate Connection 189 plf
Uplift Connections for Side WallsWall Sheathing to Top Plate
Connection 189 plf
Simpson Strong-Tie H2.5A or
equal (5) 0.131"x2.5" nails each end Sheet 5
@ 32 in o.c.
7/16" OSB/PLY overlap
0.131inx2.5in nails Sheet 52 rows of fasteners
@ 6 in o.c.
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
6 in o.c.
line_B 585 plf 3 in o.c.
7/16" OSB/PLY overlap line_1 & 3 6 in o.c.
102 plf 6 in o.c.
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
7/16" OSB/PLY overlap line_A,E&F 189 plf 6 in o.c.
2 rows of 0.131"x2.5" Nails
line_B 585 plf 3 in o.c.1st Story Ceiling
Band to 1st Story
Wall Stud
Connection 7/16" OSB/PLY overlap line_1 & 3
6
6 in o.c.
2 rows of 0.131"x2.5" Nails
line_2 & 4 102 plf 6 in o.c.
6
2 rows of 0.131"x2.5" Nails
7/16" OSB/PLY overlap line_A,E&F 189 plf
6
2 rows of 0.131"x2.5" Nails
line_B 585 plf 3 in o.c.
7/16" OSB/PLY overlap 6 in o.c.
line_2 & 4
line_A,C,D,
E&F 189 plf 6 in o.c.
2nd Story Floor
Band to 1st Story
Ceiling Band
Connection 128 plf
Uplift Connections128 plf
2nd Story Wall
Stud to 2nd Story
Floor Band
Connection
7/16" OSB/PLY overlap
line_1 & 3 128 plf
2 rows of 0.131"x2.5" Nails
102 plf 6 in o.c.
2 rows of 0.131"x2.5" Nails
DATE
line_2 & 4
Location Connection Wall Force Spacing Reference
SMI-Q3593
35 OF 44
DB DATE 6/6/2018
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
6 in o.c.Uplift Connections6 in o.c.
6 in o.c.
6 in o.c.
1st Story Wall
Stud to Floor
Band Connection
0.131in x 2-1/2in nails
line_1 & 3 0 plf 3 in o.c.Use 1 row of fasteners along
bottom edge of panel
7/16" OSB/PLY overlap floor
rim joist min. 3"
0.131in x 2-1/2in nails
line_A, E &
F
Sheet 7
line_B 189 plf 6 in o.c.
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
4 in o.c.line_2 271 plf
line_B
line_1 & 3Use 2 rows of fasteners along
bottom edge of panel
line_2 & 4 271 plf
6A
Floor Band to Sill
Plate Connection
7/16" OSB/PLY overlap sill
plate 1.5"
DATE
Location Connection Wall Force Spacing Reference
215 plf
189 plf
0 plf
SMI-Q3593
36 OF 44
DB DATE 6/6/2018
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
297 plf
217 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
1st Story Wall - line_A
1st Story Wall - line_2
Perforated
168 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
1st Story Wall - line_1
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (exterior)
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
77 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
77 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
368 plf
2nd Story Wall - line_1
Perforated
Segmented
1st Story Wall - line_B
Segmented
Segmented
2nd Story Wall - line_2
2nd Story Wall - line_B
Perforated
2nd Story Wall - line_A
Segmented
Perforated
Location Force Exterior Panel Interior Panel Reference
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (exterior)
SMI-Q3593
OF 44
6/6/2018
37
DB DATE
Sheet 18
DATE
Sheet 18
Sheet 18
Shearwall Assembly18C707 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (exterior)
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (interior)
18C464 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 4" o.c. panel edge & 12" o.c.
field nailing (exterior)
18C
Sheet 18
18C
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
1st Story Wall - line_D 144 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
18D
Segmented
1st Story Wall - line_C 145 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
18D
Segmented
456 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (exterior)
18D
Perforated
1st Story Wall - line_3
968 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (exterior)
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (interior)
18D
Segmented
18A
Segmented
2nd Story Wall - line_D 76 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
18A
Perforated
Shearwall Assembly2nd Story Wall - line_3
529 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 2" o.c. panel edge & 12" o.c.
field nailing (exterior) - dbl studs
@ shtg seams
Perforated
2nd Story Wall - line_C 77 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
1st Story Wall - line_4
18A
Perforated
2nd Story Wall - line_4 249 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 4" o.c. panel edge & 12" o.c.
field nailing (exterior)
18A
DATE
Location Force Exterior Panel Interior Panel Reference
SMI-Q3593
38 OF 44
DB DATE 6/6/2018
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
Gable wall studs at roof level must be same, size, species and grade as wall below. They must also
be sheathed and fastened the same as wall below.
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
1st Story Wall - line_F 150 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
18E
Segmented
1st Story Wall - line_E 87 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
18E
Segmented
1st Story Wall - line_5
767 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (exterior)
7/16" OSB w/ 0.131"x2.5" nails
@ 3" o.c. panel edge & 12" o.c.
field nailing (interior)
18E
Segmented
18B
Segmented
2nd Story Wall - line_F 79 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
18B
Perforated
Shearwall Assembly2nd Story Wall - line_5
265 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
2nd Story Wall - line_E 46 plf
7/16" OSB w/ 0.131"x2.5" nails
@ 6" o.c. panel edge & 12" o.c.
field nailing (exterior)
18B
Perforated
DATE
Location Force Exterior Panel Interior Panel Reference
SMI-Q3593
39 OF 44
DB DATE 6/6/2018
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
Note: Corner Studs & Built up Column Studs to be fastened together w/ 2 rows staggered
in o.c.
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
of 0.131"x3" Nails at 8
1st Story Module to
Foundation - line_2
1st Story Module to
Foundation - line_A
Location
Dead Load of Structure is
Sufficient to Resist
Overturning Load
Force Connection
OK
Sheet 21
2895 lb (22) 10d nails ea strap Sheet 21
2nd Story Module to 1st Story -
line_A
0
(2) Simpson Strong-Tie CS16
straps
OK
Dead Load of Structure is
Sufficient to Resist
Overturning Load
SMI-Q3593
OF 44
6/6/2018
40
DB DATE
Reference
DATE
Sheet 21
Fasteners Required
0 Overturning Connections600 lb
(1) Simpson HDU14-SDS2.5
installed on (4) 2x6 SPF #2
Studs
3841 lb
(1) Simpson HDU14-SDS2.5
installed on (4) 2x6 SYP #2
Studs - Use Heavy Hex Head
Nut
1845 lb
2nd Story Module to 1st Story
Module - line_1
2nd Story Module to 1st Story
Module - line_2
3380 lb (2) Simpson Strong-Tie CS16
straps
8807 lb
(1) Simpson HDU5-SDS2.5
installed on minimum of (2)
2x6 SPF #2 Studs
2nd Story Module to 1st Story
Module - line_B
1st Story Module to
Foundation - line_B
21C
Simpson Strong-Tie
STHD14RJ
(22) 10d nails ea strap
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
21C
(36) SDS 1/4"x2.5" screws into
stud column & 1" threaded rod
connected to foundation wall
Sheet 21
1st Story Module to
Foundation - line_1
21C
(14) SDS 1/4"x2.5" screws into
stud column & 5/8" threaded
rod attached to steel beam on-
site
1/2 in min concrete cover and
(30) 16d sinkers, locate 1.5in
from corner
(36) SDS 1/4"x2.5" screws into
stud column & 1" threaded rod
connected to foundation wall
21C
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
Note: Corner Studs & Built up Column Studs to be fastened together w/ 2 rows staggered
in o.c.
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
1st Story Module to
Foundation - line_D
189 lb (1) Simpson LSTA18 strap
from wall studs to floor band (14) 10d nails ea strap 21D
206 lb (1) Simpson LSTA18 strap
from wall studs to floor band (14) 10d nails ea strap 21D
21D
1st Story Module to
Foundation - line_4
5917 lb
(1) Simpson HDU14-SDS2.5
installed on (4) 2x6 SPF #2
Studs
(36) SDS 1/4"x2.5" screws into
stud column & 1" threaded rod
connected to foundation wall
21D
21A
2nd Story Module to 1st Story
Module - line_D
OK
Dead Load of Structure is
Sufficient to Resist
Overturning Load
0 21A
Overturning Connections2nd Story Module to 1st Story
Module - line_3
4183 lb (3) Simpson Strong-Tie CS16
straps (22) 10d nails ea strap
(22) 10d nails ea strap
2nd Story Module to 1st Story -
line_C
OK
Dead Load of Structure is
Sufficient to Resist
Overturning Load
0
1st Story Module to
Foundation - line_3
12362 lb
(1) Simpson HDU14-SDS2.5
installed on (4) 2x6 SYP #2
Studs - Use Heavy Hex Head
Nut
(36) SDS 1/4"x2.5" screws into
stud column & 1" threaded rod
connected to foundation wall
1st Story Module to
Foundation - line_C
21A
2nd Story Module to 1st Story
Module - line_4
2046 lb (2) Simpson Strong-Tie CS16
straps 21A
DATE
of 0.131"x3" Nails at 8
Location Force Connection Fasteners Required Reference
SMI-Q3593
40A OF 44
DB DATE 6/6/2018
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
Note: Corner Studs & Built up Column Studs to be fastened together w/ 2 rows staggered
in o.c.
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
1st Story Module to
Foundation - line_F
567 lb (1) Simpson LSTA18 strap
from wall studs to floor band (14) 10d nails ea strap 21E
OK
Dead Load of Structure is
Sufficient to Resist
Overturning Load
0 21E
21E
21B
2nd Story Module to 1st Story
Module - line_F
OK
Dead Load of Structure is
Sufficient to Resist
Overturning Load
0 21B
Overturning Connections2nd Story Module to 1st Story
Module - line_5
1973 lb (2) Simpson Strong-Tie CS16
straps (22) 10d nails ea strap
2nd Story Module to 1st Story -
line_E
OK
Dead Load of Structure is
Sufficient to Resist
Overturning Load
0
1st Story Module to
Foundation - line_5
6517 lb
(1) Simpson HDU14-SDS2.5
installed on (4) 2x6 SPF #2
Studs
(36) SDS 1/4"x2.5" screws into
stud column & 1" threaded rod
connected to foundation wall
1st Story Module to
Foundation - line_E
21B
DATE
of 0.131"x3" Nails at 8
Location Force Connection Fasteners Required Reference
SMI-Q3593
40B OF 44
DB DATE 6/6/2018
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
23A
2 per stud
244 lb
Connection Fasteners Required
23
111 lb
0.131" x 3.0" Nails in End-
Grain. NA
3 0.131" x 3" toenails.
All fasteners into sill plate must be corrosion resistant.
Roof to Wall Plate Connection
Top Plate to Studs & Bottom
Plate to Studs
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
Bottom Plate to Floor 84 plf
Sliding Connections
0.131" x 3" toenails.
N/A
0.131" x 3" toenails.
@ 6 in OC
Simpson Strong-Tie LTP4
0.131" x 3.0" Nails
1st Story to Sill Plate
Connection - line_B & 3
1st Story to Sill Plate
Connection - line_1 & 2 252 plf
596 plf
0.131" x 3" toenails.
@ 4 in OC
SMI-Q3593
OF 44
6/6/2018
41
DB
26
25A
(12) 0.131in x 1 1/2in nails
N/A
25
@ 8 in OC
23A
16 in o.c.
DATE
Location Force
@ 3 in OC 2nd Story to 1st Story
Connection - line_A, B, 3 & 4 351 plf
2nd Story to 1st Story
Connection - line_1, 2, C, D, E
& F
110 plf
Reference
25
N/A
NA
DATE
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
SMI-Q3593
OF 44
6/6/2018
42
DB DATE
Truss Bottom Chord or Ceiling
Joist to Endwall Top Plate 52 plf
Connection Fasteners RequiredLocation Force
0.131" x 3.0" Nails toed
Reference
23B
DATE
Sliding Connections
@ 8 in OC
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
MAIN ROOF:
Sheet 29
0.131"x2.5" nails at 6" o.c. panel
edge nailing and 12" o.c. field
nailing
OVERHANGS:
6 in o.c. edge & field
0.131"x2.5" nails at 6" o.c.
panel edge fastening and 12"
o.c. field fastening
Sheet 31
Shear
Wall Sheathing 32 plf 7/16" OSB Sheet 33
Non Shear Wall Suction
6" o.c. panel edge nailing and
12" o.c. field nailing
0.131"x2.5" nails at
SMI-Q3593
OF 44
6/6/2018
43
DB DATE
Location Force Sheathing Reference
DATE
Connection
Shear
Floor Sheathing 91 plf 5/8in OSB (Unblocked) SheathingRoof Sheathing
128 plf
5/8" Zip Sheathing
(Unblocked) Foundation Connections 27
27C
2" square washer w/ 1/2" Anchor
Bolt (Assume 1/16" oversized
hole)
2" square washer w/ 1/2" Anchor
Bolt (Assume 1/16" oversized
hole)
Sill Plate to Foundation
Connection - line_B
596 plf sliding
and
@ 18 in OC
1/8in thick min. washer required
1/8in thick min. washer required
189 plf uplift
Sill Plate to Foundation
Connection - line_3
596 plf sliding
and
0 plf uplift
Sill Plate to Foundation
Connection - line_A
596 plf sliding
and
189 plf uplift
27B@ 18 in OC
1/8in thick min. washer required
Reference
27A@ 18 in OC
1/8in thick min. washer required
Sill Plate to Foundation
Connection - line_2
252 plf sliding
Location Force
and
271 plf uplift
2" square washer w/ 1/2" Anchor
Bolt (Assume 1/16" oversized
hole)
Fasteners Required
@ 24 in OC
Connection
2" square washer w/ 1/2" Anchor
Bolt (Assume 1/16" oversized
hole)
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
Design Summary (con'd)
ft
8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted
Sheet 19
Sheet 19
LVL Perimeter
Diaphragm ChordsDouble 2x6 Top Plate - No
Splices
LVL Perimeter
Sidewalls
5210 lb
6578 lb
Minimum Lumber Grade and Species is
Sheet 19
Location
2nd Floor
Endwalls
2nd Floor
1st Floor
Endwalls
1st Floor
Sidewalls
Member Sizes
Double 2x6 Top Plate - No
Splices
2442 lb
Force
3439 lb
Reference
Splice Conn. If Req.
An equal or better connection device may be substituted for any connection device listed. Staples
and Toe-Nails may not be used in Seismic Zones worse than C.
Sheet 19
Minimum Splice Length is 4
SPF #3 Unless Noted Otherwise
DATE
SMI-Q3593
OF 44
6/6/2018
44
DB DATE