A3

2

A3 4

661 SF

Boathouse

100

1

A4

5' - 1 1/2" 3' - 10 1/2" 5' - 8 1/2"

8' -

0"

24

' - 0

"

2

A4

14' - 8 1/2" 30' - 0" 14' - 8 1/2"

5' -

0"

9' -

9"

9' -

3"

A33

CHANGING

CHANGING

CHANGING

CHANGING

4' -

6"

4' -

6"

4' -

9"

4' -

1 1

/2"

4"

(E) LANDSCAPE WALL TO REMAIN

EXISTING ROAD TO REMAIN

1.0

1.21.1

FIE

LD

VE

RIF

Y

CONCRETE SLAB PER STRUCTURAL - SLOPE

MIN. 1/8" PER FT.

CONCRETE SLAB W/CONTROL JOINTS PER

STRUCTURAL

RETAINING WALL STEP PER

STRUCTURAL

3' - 0" 11' - 8" 11' - 7" 3' - 9"

x

3' -

0"7'

-0"

x

12' -

0"8'

-0"

ROOF ABOVE PER DETAILS

2' -

8"

3' -

0"

1.0

1.2

1.1

1' - 8" 12' - 2" 1' - 8" 7' - 7"

A

BB

RACK DESIGN BY OWNER

A3

1

Sim

59' - 5"

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1/4" = 1'-0"

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06/09/19

MH

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A1

FLO

OR

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N

1/4" = 1'-0"1

Level 1

WALL ASSEMBLIES:1.0

1.1

1.2

PROJECT NORTH

NOTE: DIMENSIONS TAKEN TO FACE OF STUD - UNO

CONCRETE RETAINING WALL PER STRUCTURAL DESIGN. WATERPROOF ALL SUBGRADE LOCATIONS

2X6 STUD WALL WITH EXTERIOR HARDIE PLANK SIDING OVER #40 BUILDING PAPER & WALL SHEATHING PER STRUCTURAL. INTERIOR FINISH TO BE 5/8 PAINTED PLYWOOD OR SIM. WALL CAVITY TO HAVE CONTINUOUS FULL BATT FIBERGLASS INSULATION.

2X6 STUD WALL WITH HARDIE PLANK SIDING ON BOTH SIDES OVER #40 BUILDING PAPER & WALL SHEATHING PER STRUCTURUAL. NON INSULATED WALL.

NOTES:1. WINDOWS SHALL BE VINYL WINDOWS W/DUAL GLAZED, LOW E2, INSLUATED GLAZING, TYP. U.N.O. - VERIFY W/OWNER2. INSTALL MOISTURE RESISTANT GYP BD. AT ALL WALLS WITH HIGH MOISTURE CONDITIONS. 3. FIELD VERIFY FINAL GRADE ELEVATIONS TO DETERMINE FINAL WALL CONSTRUCTION

A3

2

A3 4

1

A4

2

A4

A33

A3

1

*NOTE: ROOF VENTS - 1/150 VENT TO ATTIC SPACE)

4' - 0"

EPDM ROOF OVER DENS DECK & FRAMING PER STRUCTURAL

EPDM ROOF OVER DENS DECK & FRAMING PER STRUCTURAL

1/4" PER FT. SLOPE 1/4" PER FT. SLOPE

EPDM ROOF OVER DENS DECK & FRAMING PER STRUCTURAL

1/4

" P

ER

FT

. S

LO

PE

DECKING MATERIAL OVER SLEEPERS PER STRUCTURAL

EXISTING ROADWAY TO REMAIN

24

' - 3

"

28' - 11 3/4"

DRAINAGE SWALE

DOWNSPOUT TO DAYLIGHT

CONCRETE SLAB BELOW WITH CONTROL JOINTS PER STRUCTURAL

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1/4" = 1'-0"

19-004

06/22/19

Designer

Author

A2

RO

OF

PLA

N

1/4" = 1'-0"1

ROOF FINISH

ROOF FINISH11' - 0"

2

A4

A43

9' -

1"

DECK ON 2X SLEEPERS PER DETAILS

EPDM ROOFING SYSTEM. REFER TO MANUFACTURER'S SPECIFICATIONS FOR LOW SLOPING ROOF DETAILS AND PRODUCTS.

3' -

8"

METAL SOFFIT PANEL W/VENT STRIPS (@ 1/150 S.F.)

Boathouse

100

REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION CONFIGURATION

NOTE: REFER TO SOILS REPORT & GRADING PLAN FOR PERIMETER BUILDING DRAINAGE

PROVIDE MOISTURE PROTECTION PER GENERAL NOTES

MIN. 48"X1.5" CONTINOUS PERIMETER INSULATION (HORIZONTAL OR VERTICAL)

A45

Sim

BRIDGE/RAIL SUPPORT PER STRUCTURAL

1

A4

Boathouse

100

A4

5

(E) LANDSCAPE WALL

CONCRETE RETAINING WALL PER STRUCTURAL

2X STUD WALL W/HARDIE PLANK SIDING

MIN. 48"X1.5" CONTINOUS PERIMETER INSULATION (HORIZONTAL OR VERTICAL)

REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN

PAINT EXPOSED STRUCTURE

FULL BATT FIBERGLASS INSULATION (FOIL FACED ON EXPOSED SURFACE)

PRE-FINISHED STEEL GUARDRAIL @ 42" MIN. A.F.F. W/MAX. 4" MAX. BTW. PICKETS & RAILS - TYP.

PRE-FIN. GUTTER TO DOWNSPOUT - DAYLIGHT

20 GA. PRE-FIN. FLASHING/COUNTER FASTENED TO SOLID BACKING

METAL ROOFING OVER ROOFING UNDERLAYMENT

ROOF SHEATHING PER STRUCTURAL

NOTE: VERIFY CONCRETE RETAINING WALL BEARING ASSEMBLY W/STRUCTURAL DETAILS

SEALANT

ROOF FRAMING ASSEMBLY PER STRUCTURAL

1 1/2" PRE-FIN. TUBE STEEL RAIL @ 48" MAX VERTICAL O.C. W/INTERMEDIATE RAILS AT 4" MAX OPENING - TYPICAL

42

" M

IN. A

BO

VE

F.F

.

20 GA. PRE-FIN PARAPET FLASHING W/COUNTERFLASH TO SOLID BACKING

2X6 CONT. WOOD BLOCKING @ EACH RAIL SUPPORT

ROOF FLASHING PER MANUF.

SEE 'WALL ASSEMBLIES' & PROVIDE SIDING ON ROOF SIDE OF PARAPET

NOTE: SEAL ALL JOINTS

PAINTED 2X W/SEALANT

EPDM ROOF ASSEMBLY ON DENS DECK BACKER TO ROOF JOISTS -PROVIDE PROTECTIVE EPDM STRIPS AT SLEEPERS. SEE MANUFACTURER'S DETAILS

(2) 2X SLEEPERS ON WALKING DECK PER STRUCTURAL

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As indicated

19-004

06/09/19

MH

MW

A4

BU

ILD

ING

SE

CT

ION

S/D

ET

AIL

S

1/4" = 1'-0"1

BUILDING SECTION 1

1/4" = 1'-0"2

BUILDING SECTION 2

1" = 1'-0"3

ROOF FLASHING

1" = 1'-0"5

RAILING DETAIL

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REVISION:

DATE:

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19-004

6/9/19

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EAGLE LAKE BOAT STORAGE

PROJECT DESCRIPTION:

SITE ADDRESS:

CODE STUDY:ONE-STORY BOAT STORAGE BUILDING

6935 RAMPART RANGE RD. COLORADO SPRINGS, CO 80904

APPLICABLE CODES:2017 PIKES PEAK REGIONAL BUILDING CODE (PPRBC)2015 INTERNATIONAL BUILDING CODE (IBC)2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2014 NATIONAL ELECTRICAL CODE (NEC)* THE INTERNATIONAL FIRE CODE AND AMENDMENTS ARE ADOPTED BY THE FIRE AUTHORITY. PLANS ARE REVIEWED FOR COMPLIANCE WITH THIS CODE BY THE FIRE DEPARTMENT.

SCOPE OF WORK DESCRIPTION:(SEE PROJECT DESCRIPTION)

OVERALL BUILDING DESCRIPTION:TOTAL AREA (MAIN LEVEL) 1,181 S.F.ROOF DECK AREA 696 S.F.HEIGHT 13'-0" TO PARAPETNUMBER OF LEVELS 1

BUILDING CODE ANALYSIS:OCCUPANCY CLASSIFICATION - S-2 (ROOF S-2 PER 303.1.2)TYPE OF CONSTRUCTION - VBFIRE SPRINKLER SYSTEM - NA

FIRE RESISTIVE REQUIREMENTS:BUILDING ELEMENTS - 0

STRUCTURAL FRAME - 0

BEARING WALLSEXTERIOR - 0INTERIOR - 0

NONBEARING WALLS & PARTITIONSEXTERIOR 10<X <30' FROM PROPERTY LINE - 0

INTERIOR - 0

FLOOR CONSTRUCTION - 0ROOF CONSTRUCTION - 0FIRE WALLS - 0FIRE BARRIERS - 0FIRE PARTITIONS - 0

MAIN LEVEL OCCUPANT LOAD: 1,181 s.f./300 Gross = 41 EXIT

ROOF DECK OCCUPANT LOAD: 696 S.F./15 Gross = 46

OWNER:THE NAVIGATORS

DESIGNER:MATT HOOD719-200-4592

BUILDER:EAGLE LAKE CAMPSCONTACT: MIKE WENGER719-265-7042

DISCREPANCIES:DIMENSIONS AND ELEVATIONS INDICATED ON THESE PLANS SHALL BE VERIFIED BY THE CONTRACTOR. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE REFERRED TO THE DESIGNER FOR ADJUSTMENT BEFORE THE WORK IS PERFORMED. FAILURE TO NOTIFY THE DESIGNER SHALL PLACE FULL RESPONSIBILITY UPON THE CONTRACTOR TO MAKE WHATEVER CHANGES OR CORRECTIONS AS SHALL BE REQUIRED.

MATERIAL INSTALLATION:ALL MATERIALS, SUPPLIES AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND PER APPLICABLE CODES AND REQUIREMENTS. THE DESIGNER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES IN CONNECTION WITH THE WORK, FOR ACTS OR OMMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THESE REPRESENTATIVES TO CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

DIMENSIONING:ALL DIMENSIONS TO FACE OF STUD OR FACE OF CONCRETE WALL. DO NOT SCALE DRAWINGS. ALL ANGLED WALLS ARE AT 45 DEGREES, UNLESS NOTED OTHERWISE.

EXHAUST FANS / SMOKE & CARBON MONOXIDE DETECTORS:VENTS ARE TO BE LESS THAN 25' IN LENGTH WITH R-6 INSULATION AND APPROVED CAP.

PROVIDE SMOKE & CARBON MONOXIDE DETECTORS WHERE REQUIRED AND/OR SPECIFIED BY OWNER, INTER LINK SMOKE DETECTORS.

TYPICAL STAIR CONSTRUCTION:SEE PLANS FOR STAIR RISE, RUN AND WIDTH - 7 3/4" MAX RISE, 11" TYPICAL RUN AND 36" MIN. CLEAR WIDTH. PROVIDE HANDRAIL AT LEAST ON ONE SIDE (IF REQUIRED), AT 34"-38" ABOVE TREAD NOSING. PROVIDE MINIMUM HEADROOM OF 6'-8" ABOVE TREAD NOSING.

TYPICAL INTERIOR WALL CONSTRUCTION:ALL INTERIOR WALLS ARE 2X4 @ 16" O.C., U.N.O. - TAPE, TEXTURE AND PAINT EACH SIDE.

TYPICAL ATTIC VENTILATION:PROVIDE ROOF VENTS PER R806, MINIMUM 1 S.F. VENT PER 150 S.F. ATTIC AREA. 1 S.F. PER 300 S.F. ALLOWED WITH 50% OFTHE VENTS LOCATED IN THE UPPER ROOF WITH THE BALANCE LOCATED IN THE EAVES.

TYPICAL ROOF CONSTRUCTION:12" OR 16" MECHANICALLY SEAMED ROOF SYSTEM ON (1) LAYER 30# ROOFING FELT ON 5/8" PLYWOOD (VERIFY WITH STRUCTURAL ENGINEERING DESIGN PRIOR TO PURCHASE AND INSTALL). ALL ROOFING SHALL BE APPROVED AND INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

*NOTE: ROOFING DETAILS SHOWN IN THIS SET OF DRAWINGS ARE GENERALLY SHOWN FOR PRICING AND INSTALLATION PURPOSES AND MAY VARY DEPENDING ON THE CHOSEN MANUFACTURER'S PROPRIETARY DESIGN. IF DISCREPANCIES OCCUR, THE MOST STRINGENT DETAILS ENSURING THERMAL AND MOISTURE PROTECTION ARE TO BE USED. CONTACTOR TO NOTIFY THE DESIGNER, IF DISCREPANCIES ARISE THAT NEED INTERPRETATION.

TYPICAL EXTERIOR WALL CONSTRUCTION:SIDING ON OSB OR PLYWOOD SHEATHING ON 2X6 STUDS AT 16" O.C. WITH R-19 INSULATION. REFER TO STRUCTURAL DRAWINGS, AND IF DISCREPANCIES OCCUR, CONTACT DESIGNER PRIOR TO BEGNINING CONSTRUCTION TO COMPLY WITH MOST STRINGENT CONSTRUCTION ASSEMBLIES.

TEMPERED GLAZING:ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING. THIS SHALL INCLUDE BUT NOT BE LIMITED TO: ALL GLAZING IN EXCESS OF 9 S.F. WITHIN 18" OF A FLOOR OR WALKING SURFACE WHERE THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR, GLAZING IN DOORS, GLAZING WITHIN 24" HORIZONTAL OF A CLOSED DOOR (ARC OF DOOR) THAT IS ALSO WITHIN 60" OF THE FLOOR OR WALKING SURFACE.

FOUNDATION DESIGN AND SOILS REPORT: A GEOTECHNICAL SOILS REPORT AND FOUNDATION DESIGN HAVE BEEN COMPLETED BY A LICENSED COLORADO ENGINEER AND SHALL BE ON HAND AT THE TIME OF THE FIRST INSPECTION.

TYPICAL FOUNDATION WALL CONSTRUCTION:REFER TO STRUCTURAL DRAWINGSFOUNDATION DRAINS SHALL BE INCLUDED IF REQUIRED BY THE GEOTECHNICAL ENGINEERING REPORT.

DOORS & WINDOWS:DOORS AND WINDOWS ARE PER THE OWNER'S SELECTION. SIZES ARE LISTED ON FLOOR PLANS AND SHOWN IN ELEVATION DETAILS. SIZES ARE SHOWN IN FEET AND INCHES.

13D View 4

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