x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0...

11
VEYS U S W I L D E R N E S T V I

Upload: others

Post on 10-Feb-2020

5 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at

VEYSUS

W I L D E R N E S T V I

AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
WV
AutoCAD SHX Text
T
AutoCAD SHX Text
8"
AutoCAD SHX Text
S
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
22'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
7'-7 3/4"
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
7'-4 1/4"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
15'-0"
AutoCAD SHX Text
34'-0"
AutoCAD SHX Text
20'-0"
AutoCAD SHX Text
26'-0"
AutoCAD SHX Text
13'-6"
AutoCAD SHX Text
3'
AutoCAD SHX Text
21'-6"
AutoCAD SHX Text
21'-0"
AutoCAD SHX Text
20'-0"
AutoCAD SHX Text
13'-0"
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
2'
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
2'
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
2'
AutoCAD SHX Text
14'-0"
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
2'
AutoCAD SHX Text
6'-7"
AutoCAD SHX Text
2'
AutoCAD SHX Text
4'-1"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
32'-0"
AutoCAD SHX Text
2'
AutoCAD SHX Text
2'
AutoCAD SHX Text
85.0'
AutoCAD SHX Text
89.5'
AutoCAD SHX Text
COTTONTAIL TRAIL
AutoCAD SHX Text
10' UTILITY AND IMPROVEMENT EASEMENT
AutoCAD SHX Text
N02°36'59"W 126.03'
AutoCAD SHX Text
87.0'
AutoCAD SHX Text
84.5'
AutoCAD SHX Text
85.5'
AutoCAD SHX Text
84.2'
AutoCAD SHX Text
ELECTRIC TRANSFORMER
AutoCAD SHX Text
EL.=8479.61'
AutoCAD SHX Text
SEWER STUB
AutoCAD SHX Text
WATER STUB
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
BENCHMARK: PROPERTY CORNERS SHOWN HEREON
AutoCAD SHX Text
BASED UPON WILDERNEST VERTICAL DATUM
AutoCAD SHX Text
DIRT PILE
AutoCAD SHX Text
S88°40'22"W 151.83'
AutoCAD SHX Text
84.2'
AutoCAD SHX Text
85.0'
AutoCAD SHX Text
87.5
AutoCAD SHX Text
88.0'
AutoCAD SHX Text
83.8'
AutoCAD SHX Text
84.5'
AutoCAD SHX Text
86.0'
AutoCAD SHX Text
86.0'
AutoCAD SHX Text
86.7'
AutoCAD SHX Text
86.8'
AutoCAD SHX Text
85.0'
AutoCAD SHX Text
84.8'
AutoCAD SHX Text
10' UTILITY AND DRAINAGE EASEMENT
AutoCAD SHX Text
25' CONSERVATION AREA
AutoCAD SHX Text
S00°12'00"W 129.60'
AutoCAD SHX Text
WOODEN FENCE
AutoCAD SHX Text
SAVE THIS TREE
AutoCAD SHX Text
5' UTILITY AND DRAINAGE EASEMENT
AutoCAD SHX Text
S87°23'01"W 158.16'
AutoCAD SHX Text
TOP OF SLAB @ REAR
AutoCAD SHX Text
TOP OF SLAB @ OHD
AutoCAD SHX Text
EL. = 8488.2'
AutoCAD SHX Text
EL. = 8488.5'
AutoCAD SHX Text
8484
AutoCAD SHX Text
25' FRONT YARD SETBACK
AutoCAD SHX Text
8488
AutoCAD SHX Text
EL.=8488.05'
AutoCAD SHX Text
DEMO PORTION OF EXISTING SIDEWALK AT DRIVEWAY ENTRANCE AND REPLACE WITH 6" THICK CONC. WALK PER WOODLAND PARK STANDARDS
AutoCAD SHX Text
8485
AutoCAD SHX Text
86
AutoCAD SHX Text
87
AutoCAD SHX Text
8488
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
87
AutoCAD SHX Text
88.2'
AutoCAD SHX Text
85.2'
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
88.3'
AutoCAD SHX Text
85.0'
AutoCAD SHX Text
85.0'
AutoCAD SHX Text
88.9'
AutoCAD SHX Text
8483
AutoCAD SHX Text
8480
AutoCAD SHX Text
8479
AutoCAD SHX Text
8481
AutoCAD SHX Text
8480
AutoCAD SHX Text
8482
AutoCAD SHX Text
8493
AutoCAD SHX Text
8490
AutoCAD SHX Text
8489
AutoCAD SHX Text
8488
AutoCAD SHX Text
88.0'
AutoCAD SHX Text
88.2'
AutoCAD SHX Text
88.2'
AutoCAD SHX Text
87.0'
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
8487
AutoCAD SHX Text
8486
AutoCAD SHX Text
EL. = 8490.0'
AutoCAD SHX Text
TOP OF MAIN FLOOR
AutoCAD SHX Text
83.2'
AutoCAD SHX Text
84.0'
AutoCAD SHX Text
8490
AutoCAD SHX Text
8485
AutoCAD SHX Text
8484
AutoCAD SHX Text
8485
AutoCAD SHX Text
8490
AutoCAD SHX Text
84.2'
AutoCAD SHX Text
85.5'
AutoCAD SHX Text
85
AutoCAD SHX Text
12.5' UTILITY AND DRAINAGE EASEMENT
AutoCAD SHX Text
22x30
AutoCAD SHX Text
ATTIC
AutoCAD SHX Text
ACCESS
AutoCAD SHX Text
22x30
AutoCAD SHX Text
ATTIC
AutoCAD SHX Text
ACCESS
AutoCAD SHX Text
22x30
AutoCAD SHX Text
ATTIC
AutoCAD SHX Text
ACCESS
AutoCAD SHX Text
STOCKPILE DIRT DURING EXCAVATION AND MATERIALS DURING CONSTRUCTION
AutoCAD SHX Text
ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH NATIVE GRASSES AS SOON AS POSSIBLE.
AutoCAD SHX Text
ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH NATIVE GRASSES AS SOON AS POSSIBLE.
AutoCAD SHX Text
PHONE TRENCH
AutoCAD SHX Text
ELECT TRENCH
AutoCAD SHX Text
SEWER TRENCH
AutoCAD SHX Text
WATER TRENCH
AutoCAD SHX Text
6" THK. SIDEWALK @ DRIVE
AutoCAD SHX Text
PROTECT TREE WITH CONSTRUCTION FENCE
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
CONIFEROUS TREE (SIZE VARIES)
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
PROPERTY CORNER
AutoCAD SHX Text
84
AutoCAD SHX Text
83
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
8' SIDE SETBACK
AutoCAD SHX Text
8' SIDE SETBACK
AutoCAD SHX Text
25' REAR SETBACK
AutoCAD SHX Text
SCALE: 1" = 10'-0"
AutoCAD SHX Text
SITE/GRADING PLAN
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
0
AutoCAD SHX Text
20'
AutoCAD SHX Text
TOP OF DECK
AutoCAD SHX Text
EL. = 8489.9'
AutoCAD SHX Text
EL. = 8486.9'
AutoCAD SHX Text
TOP OF PAD
AutoCAD SHX Text
CONDENSOR
AutoCAD SHX Text
84
AutoCAD SHX Text
85
AutoCAD SHX Text
86
AutoCAD SHX Text
87
AutoCAD SHX Text
88
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
COVERED DECK
AutoCAD SHX Text
85.5'
AutoCAD SHX Text
B.S.W.
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
2.7' / 38.6'
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
80.0'
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
81.0'
AutoCAD SHX Text
82.0'
AutoCAD SHX Text
83.0'
AutoCAD SHX Text
84.0'
AutoCAD SHX Text
85.0'
AutoCAD SHX Text
85.45'
AutoCAD SHX Text
86.0'
AutoCAD SHX Text
87.0'
AutoCAD SHX Text
88.0'
AutoCAD SHX Text
4" THK. CONCRETE DRIVEWAY
AutoCAD SHX Text
8485
AutoCAD SHX Text
8486
AutoCAD SHX Text
8487
AutoCAD SHX Text
8489
AutoCAD SHX Text
8487
AutoCAD SHX Text
8486
AutoCAD SHX Text
8485
AutoCAD SHX Text
8482
AutoCAD SHX Text
8481
AutoCAD SHX Text
8483
AutoCAD SHX Text
8484
AutoCAD SHX Text
6.6%%%
AutoCAD SHX Text
6.6%%%
AutoCAD SHX Text
5.6%%%
AutoCAD SHX Text
13.6%%%
AutoCAD SHX Text
13.1%%%
AutoCAD SHX Text
16.1%%%
AutoCAD SHX Text
4%%%
AutoCAD SHX Text
4%%%
AutoCAD SHX Text
4%%%
AutoCAD SHX Text
3.7%%%
AutoCAD SHX Text
19.3%%%
AutoCAD SHX Text
EROSION CONTROL WATTLES
AutoCAD SHX Text
EROSION CONTROL WATTLES
AutoCAD SHX Text
5%%%
AutoCAD SHX Text
5%%%
AutoCAD SHX Text
3%%%
AutoCAD SHX Text
2%%%
AutoCAD SHX Text
14%%%
AutoCAD SHX Text
PORTA-POTTY
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
LANDSCAPING BY OTHERS
AutoCAD SHX Text
LANDSCAPING BY OTHERS
AutoCAD SHX Text
LANDSCAPING BY OTHERS
AutoCAD SHX Text
ADJACENT RESIDENTIAL LOT
AutoCAD SHX Text
ADJACENT RESIDENTIAL LOT
AutoCAD SHX Text
ADJACENT RESIDENTIAL LOT
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
= 7%%%
AutoCAD SHX Text
6%%% MAX
AutoCAD SHX Text
6%%% MAX. IN R.O.W.
AutoCAD SHX Text
10'x10' CONC. WASH OUT AREA
AutoCAD SHX Text
30YD. DUMPSTER
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
6" DEEP SWALE @ BASE OF WALL
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
USE SMALLER ROCKS TO FILL THE VOIDS BETWEEN BOULDERS
AutoCAD SHX Text
UPPER GRADE
AutoCAD SHX Text
2' TO 3' DIAMETER BOULDERS
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
BOULDER WALL
AutoCAD SHX Text
SLOPE OF DRIVEWAY SHALL NOT EXCEED 6% IN PUBLIC RIGHT OF WAY
AutoCAD SHX Text
ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH NATIVE GRASSES AS SOON AS POSSIBLE.
AutoCAD SHX Text
FOUNDATION DIMENSION PLAN
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text
EXTERIOR ELEVATIONS
AutoCAD SHX Text
EXTERIOR ELEVATIONS
AutoCAD SHX Text
MAIN FLOOR PLAN
AutoCAD SHX Text
SHEET INDEX:
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A2.2
AutoCAD SHX Text
A2.1
AutoCAD SHX Text
A1.1
AutoCAD SHX Text
SP1.1
AutoCAD SHX Text
S1.1
AutoCAD SHX Text
ROOF FRAMING
AutoCAD SHX Text
FLOOR FRAMING
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
E1.1
AutoCAD SHX Text
MAIN FLOOR ELECTRICAL
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
SETBACKS: FRONT = 25'-0" SIDE = 8'-0" REAR = 25'-0"
AutoCAD SHX Text
LOT SIZE: 19,801 S.F. (0.45 ACRES) TOTAL COVERED AREA: 3,885 S.F.
AutoCAD SHX Text
LOT COVERAGE = 19.6% CALCULATED MAXIMUM HEIGHT = 28' AREA OF SITE DISTURBANCE = 11,575 S.F.
AutoCAD SHX Text
CONTRACTOR: MURPHY CONSTRUCTORS OF COLORADO SPRINGS 2245 BROADWAY COLORADO SPRINGS, CO
AutoCAD SHX Text
LEGAL DESCRIPTION: LOT 27, WILDERNEST SUBDIVISION FILING NO. 1, IN THE CITY OF WOODLAND PARK, TELLER COUNTY, COLORADO
AutoCAD SHX Text
ADDRESS: 1225 COTTONTAIL TRAIL WOODLAND PARK, CO
AutoCAD SHX Text
HOUSE INFORMATION: MAIN FLOOR: GARAGE: COVERED FRONT PORCH: REAR DECK:
AutoCAD SHX Text
ZONE: RA
AutoCAD SHX Text
PROPERTY OWNER: CHARLES J. MURPHY
AutoCAD SHX Text
2,644 S.F. 927 S.F. 72 S.F. 242 S.F.
AutoCAD SHX Text
PARCEL NO.: 6031 6031
AutoCAD SHX Text
SITE DATA:
AutoCAD SHX Text
MAX. # OF BEDROOMS: 3
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
10. USE EROSION CONTROL FENCE OR STRAW WATTLES DURING EXCAVATION TO STABILIZE AND PREVENT THE EROSION OF SOILS
AutoCAD SHX Text
9. ALL GRADES SHALL SLOPE AWAY FROM STRUCTURE A MINIMUM OF 10 CONFORM TO ALL REQUIREMENTS INDICATED ON SOILS REPORT. SOILS REPORT SHALL GOVERN ALL SLAB DESIGN AND FOUNDATION DRAINAGE.
AutoCAD SHX Text
8. ALL EASEMENTS, SETBACKS, GRADES AND HEIGHTS SHALL BE FIELD VERIFIED BY TITLE SEARCH AND CONTRACTOR.
AutoCAD SHX Text
7. LOCATION OF NEW AND EXISTING UTILITIES TO BE FIELD VERIFIED. COORDINATE WITH UTILITY DEPARTMENTS AND CONSTRUCTION TRADES.
AutoCAD SHX Text
6. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM STAKE OUT OF BUILDING CORNERS PRIOR TO EXCAVATION AND CONSTRUCTION.
AutoCAD SHX Text
3. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM WITH DEVELOPER LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION AND CONSTRUCTION.
AutoCAD SHX Text
2. FINAL GRADING OF SITE SHALL BE SUCH THAT SURFACE WATER SHALL DRAIN AWAY FROM STRUCTURE IN A POSITIVE MANNER.
AutoCAD SHX Text
1. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH NATIVE GRASSES AS SOON AS POSSIBLE.
AutoCAD SHX Text
5. FIELD VERIFY ALL DIMENSIONS.
AutoCAD SHX Text
4. LANDSCAPING SHALL BE PROVIDED BY OTHERS. PROVIDE NATIVE GRASS SEED TO STABILIZE SOILS NOT TO BE LANDSCAPED.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
SP1.1
AutoCAD SHX Text
STRAW WATTLE TRAP
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
EXISTING SLOPE
AutoCAD SHX Text
STRAW WATTLE
AutoCAD SHX Text
ANCHOR STAKE
AutoCAD SHX Text
COMPACTED SOIL ADJACENT TO WATTLES TO PREVENT UNDERMINING
AutoCAD SHX Text
USE 9 - 12 INCH DIAMETER WATTLE TUBES, 10 - 30 FT. LONG. ANCHOR WITH (5) 1x2 OR 2x2 WOODEN STAKES, 18 - 24" LONG PER WATTLE, DRIVE 6" INTO GROUND, STOPPING ABOUT 2 INCHES ABOVE THE WATTLE. INSTALL WATTLES END TO END. SEAT THE WATTLES WITH FOOT TAMPED BACKFILL ON THE UPSTREAM SIDE SUCH THAT WATER FLOWING DOWN THE SLOPE WILL NOT RUN UNDER IT.
AutoCAD SHX Text
SEE SITE PLAN FOR LOCATIONS
AutoCAD SHX Text
OR 10 gpm/sq ft at 50 mm constant head.
AutoCAD SHX Text
70%
AutoCAD SHX Text
ASTM D 4355
AutoCAD SHX Text
MINIMUM ULTRAVIOLET STABILITY
AutoCAD SHX Text
100 LBS.
AutoCAD SHX Text
120 LBS.
AutoCAD SHX Text
ASTM D 4632
AutoCAD SHX Text
ASTM D 4632
AutoCAD SHX Text
%%uMETHOD
AutoCAD SHX Text
%%uVALUE *
AutoCAD SHX Text
-1
AutoCAD SHX Text
-1
AutoCAD SHX Text
0.135 SEC
AutoCAD SHX Text
0.05 SEC
AutoCAD SHX Text
NO. 30
AutoCAD SHX Text
ASTM D 4491
AutoCAD SHX Text
ASTM D 4751
AutoCAD SHX Text
ASTM D 4491
AutoCAD SHX Text
MINIMUM GRAB TENSILE STRENGTH
AutoCAD SHX Text
IN THE MACHINE DIRECTION
AutoCAD SHX Text
MINIMUM GRAB TENSILE STRENGTH
AutoCAD SHX Text
IN THE CROSS MACHINE DIRECTION
AutoCAD SHX Text
IN THE CROSS MACHINE DIRECTION
AutoCAD SHX Text
MINIMUM GRAB TENSILE STRENGTH
AutoCAD SHX Text
IN THE MACHINE DIRECTION
AutoCAD SHX Text
MINIMUM GRAB TENSILE STRENGTH
AutoCAD SHX Text
FOLLOWING REQUIREMENTS:
AutoCAD SHX Text
%%uTEST REQUIREMENT
AutoCAD SHX Text
MAXIMUM APPARENT OPENING SIZE
AutoCAD SHX Text
EQUIVALENT STANDARD SIEVE
AutoCAD SHX Text
MAXIMUM APPARENT OPENING SIZE
AutoCAD SHX Text
MINIMUM PERMITTIVITY
AutoCAD SHX Text
MAXIMUM PERMITTIVITY
AutoCAD SHX Text
EROSION CONTROL NOTES:
AutoCAD SHX Text
1. THE GEOTEXTILE FABRIC SHALL BE PLACED IN THE EXCAVATED TRENCH, BACKFILLED, AND COMPACTED TO THE EXISTING GROUND SURFACE.
AutoCAD SHX Text
2. WOODEN SUPPORT POSTS SHALL BE A MINIMUM DIMENSION OF 1-1/8" x 1-1/8" AIR OR KILN DRIED OF HICKORY OR OAK AND 4 FEET LONG. STEEL POSTS SHALL BE STUDDED "TEE" OR "U" TYPE WITH A MINIMUM WEIGHT OF 1.3 POUNDS PER LINEAL FOOT AND 5 FEET LONG. POST SPACING SHALL BE A MAXIMUM OF 8 FEET FOR WOVEN FABRIC AND 3 FEET FOR NON-WOVEN FABRIC.
AutoCAD SHX Text
3. THE GEOTEXTILE FABRIC SHALL BE ATTACHED DIRECTLY TO THE UPSLOPE SIDE OF WOODEN POSTS WITH 0.5 INCH STAPLES IN AT LEAST 3 PLACES, OR WITH WOODEN LATH AND NAILS. ATTACHMENT TO STEEL POSTS WILL BE BY WIRE FASTENERS OR 50 POUND PLASTIC TIE STRAPS ON THE UPSLOPE SIDE.
AutoCAD SHX Text
4. THE GEOTEXTILE FABRIC SHALL CONSIST OF EITHER WOVEN OR NON-WOVEN POLYESTER, POLYPROPYLENE, STABILIZED NYLON, POLYETHYLENE, OR POLYVINYLIDENE CHLORIDE. NON-WOVEN FABRIC MAY BE NEEDLE PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF. ALL FABRIC SHALL MEET THE
AutoCAD SHX Text
* ALL NUMERICAL VALUES REPRESENT MINIMUM/MAXIMUM AVERAGE ROLL VALUES. (FOR EXAMPLE, THE AVERAGE OF MINIMUM TEST RESULTS ON ANY ROLL IN A LOT SHOULD MEET OR EXCEED THE MINIMUM SPECIFIED VALUES.)
AutoCAD SHX Text
PERCENTAGE OF STRENGTH RETAINED AFTER 500 HOURS OF EXPOSURE
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
0 - 50:1
AutoCAD SHX Text
%%uSLOPE STEEPNESS
AutoCAD SHX Text
%%uSILT FENCE LENGTH IN FEET (MAX.)
AutoCAD SHX Text
2
AutoCAD SHX Text
%%uSLOPE (%)
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
%%uSLOPE LENGTH IN FEET (MAX.)
AutoCAD SHX Text
1000
AutoCAD SHX Text
50:1 - 10:1
AutoCAD SHX Text
2 - 10
AutoCAD SHX Text
125
AutoCAD SHX Text
750
AutoCAD SHX Text
10:1 - 5:1
AutoCAD SHX Text
10 - 20
AutoCAD SHX Text
100
AutoCAD SHX Text
500
AutoCAD SHX Text
5:1 - 3:1
AutoCAD SHX Text
20 - 33
AutoCAD SHX Text
60
AutoCAD SHX Text
250
AutoCAD SHX Text
3:1 - 2:1
AutoCAD SHX Text
33 - 50
AutoCAD SHX Text
40
AutoCAD SHX Text
125
AutoCAD SHX Text
GREATER THAN 2:1
AutoCAD SHX Text
50 +
AutoCAD SHX Text
20
AutoCAD SHX Text
VTP = VEHICLE TRACKING PAD SHALL BE CONSTRUCTED OF 6" THICK MINIMUM 1\" TO 3" ANGULAR RIPRAP WITH 2" TO 4" BALLAST (SPEC. AGGREAGATE) OVER GEOTEXTILE FABRIC TO STABILIZE FOUNDATION
AutoCAD SHX Text
CONCRETE WASH OUT SHALL BE CONSTRUCTED (MIN. 10'x10' PIT WITH SIDE SLOPES AT 3:1) AND SHALL BE CLEARLY POSTED WITH A SIGN.
AutoCAD SHX Text
TYPE B SINGLE FAMILY RESIDENTIAL BUILDING SITE LESS THAN 1 ACRE SIZE LOT AREA OF DISTURBANCE IS 11,575 S.F. (0.26 ACRES).
AutoCAD SHX Text
ALL UNARMORED AND STRUCTURALLY UNRETAINED GRADED SLOPES AND FILLS SHALL BE LIMITED TO A 3:1 GRADE. (NOTE: THREE FEET HORIZONTAL TO ONE FOOT VERTICAL TYPICAL),
AutoCAD SHX Text
ANY GRADED OR FILL SLOPE WHICH EXCEEDS A 3:1 GRADE SHALL BE REQUIRED TO USE UNIVERSALLY ACCEPTED ARMORING TECHNIQUES, OR RETAINING STRUCTURES AS SHOWN ON THESE DRAWINGS. SLOPES SHALL BE BE STABILIZED BY PLANTINGS, VEGETATIVE SEEDING, MULCHING.
AutoCAD SHX Text
THERE ARE NO RETAINING STRUCTURES EXCEEDING 4 FEET IN HEIGHT.
AutoCAD SHX Text
ANY GRADED OR FILL SLOPE WHICH EXCEEDS A 3:1 GRADE SHALL BE TERRACED AT TWENTY-FOOT VERTICAL INTERVALS. SLOPES GRADED BETWEEN 2:1 AND 3:1 SHALL HAVE A MINIMUM BENCH WIDTH OF FIVE FEET. SLOPES STEEPER THAN 2:1 SHALL HAVE A MINIMUM BENCH WIDTH OF FIVE FEET
AutoCAD SHX Text
ANY GRADED SLOPE WHICH EXCEEDS A 3:1 GRADE SHALL BE GRADE STAKED BEFORE GRADING PROCESS BEGINS. THE CITY OF WOODLAND PARK PLANNING DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY AFTER SLOPE HAS BEEN STAKED AND PRIOR TO GRADING.
AutoCAD SHX Text
MAXIMUM SLOPES PROPOSED WITHIN A MINIMUM OF TWENTY FEET OF AN ESTABLISHED PROPERTY LINE OR ANY REQUIRED SETBACK ADJACENT TO A PROPERTY LINE SHALL BE 3:1 TYING INTO EXISTING GRADES ALONG PERIMETER OR PROPERTY LINE OF THE SITE OR RETAINED VIA RETAINING WALLS OR OTHER ACCEPTABLE MEASURES. ENCROACHMENT OF GRADING ONTO ADJACENT LOTS WILL NOT BE ALLOWED EXCEPT WHERE EASEMENTS HAVE BEEN OBTAINED PRIOR TO THE GRADING.
AutoCAD SHX Text
MAINTAIN BEST MANAGEMENT PRACTICES FOR EROSION CONTROL AND WATER MANAGEMENT INCLUDING: SOURCE CONTROL AND PHYSICAL BARRIERS THAT PREVENT POLLUTANTS, INCLUDING SEDIMENT, FROM LEAVING THE SITE. KEEP POLLUTANTS OFF ROADWAYS, DITCHES AND ADJACENT PROPERTIES. IMMEDIATELY CLEANUP SEDIMENT AND OTHER POLLUTANTS.
AutoCAD SHX Text
TOP OF FINISHED FLOOR
AutoCAD SHX Text
TOP OF SLAB O.H. DOOR
AutoCAD SHX Text
TOP OF SLAB @ COMMON WALL
AutoCAD SHX Text
TOP OF FOUNDATION
AutoCAD SHX Text
AVERAGE FINISH GRADE
AutoCAD SHX Text
SITE EL. = 6921.3'
AutoCAD SHX Text
SITE EL. = 8490.0'
AutoCAD SHX Text
SITE EL. = 8488.2'
AutoCAD SHX Text
SITE EL. = 8488.5'
AutoCAD SHX Text
SITE EL. = 8488.82'
AutoCAD SHX Text
84.2'
AutoCAD SHX Text
85.0'
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
84.2'
AutoCAD SHX Text
B.S.W.
AutoCAD SHX Text
BACK OF SIDEWALK
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
84.2'
AutoCAD SHX Text
T.O.C.
AutoCAD SHX Text
TOP OF CURB
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
20' RADIUS
AutoCAD SHX Text
VTP = VEHICLE TRACKING PAD SHALL BE CONSTRUCTED OF 6" THICK MINIMUM 1\" TO 3" ANGULAR RIPRAP WITH 2" TO 4" BALLAST (SPEC. AGGREAGATE) OVER GEOTEXTILE FABRIC TO STABILIZE FOUNDATION
AutoCAD SHX Text
SCALE: 1" = 10'-0"
AutoCAD SHX Text
VEHICLE TRACKING PAD
AutoCAD SHX Text
LIMIT OF DRIP IRRIGATION ADJACENT TO HOUSE AND BETWEEN BOULDER LANDSCAPE WALLS
AutoCAD SHX Text
762 S.F.
AutoCAD SHX Text
NATIVE SEED FOR EROSION CONTROL OUTSIDE OF DRIP ZONE
AutoCAD SHX Text
FUTURE LANDSCAPING BY OTHERS
AutoCAD SHX Text
DRIP IRRIGATION ZONE
AutoCAD SHX Text
SCALE: 1" = 10'-0"
AutoCAD SHX Text
LOT INFORMATION BASED ON SURVEY PREPARED BY:
AutoCAD SHX Text
(719) 687-0920
AutoCAD SHX Text
P.O. Box 5101
AutoCAD SHX Text
Woodland Park, CO. 80866
AutoCAD SHX Text
SP1.1
AutoCAD SHX Text
1
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
3/9/18
AutoCAD SHX Text
3/9/18
AutoCAD SHX Text
1
Page 2: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at
AutoCAD SHX Text
SLOPE CONCRETE SLAB
AutoCAD SHX Text
1/8" MIN. PER FOOT
AutoCAD SHX Text
STONE WRAP
AutoCAD SHX Text
CULTURED STONE VENEER
AutoCAD SHX Text
RE: ELEVATIONS
AutoCAD SHX Text
16 x8 INSULATED STEEL OVERHEAD DOOR
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
10 x8 INSULATED STEEL OVERHEAD DOOR
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
MAIN LEVEL FLOOR PLAN
AutoCAD SHX Text
GARAGE = 927 S.F.
AutoCAD SHX Text
MAIN LEVEL = 2644 S.F.
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
NOTE: PROVIDE 5/8" TYPE "X" GYP. BD.
AutoCAD SHX Text
ON ENTIRE CEILING AND COMMON WALLS,
AutoCAD SHX Text
WRAP ALL BEAMS AND SUPPORT COLUMNS.
AutoCAD SHX Text
STONE VENEER
AutoCAD SHX Text
SHLVS
AutoCAD SHX Text
%%uHALL
AutoCAD SHX Text
%%uBEDROOM #3
AutoCAD SHX Text
%%uBATH
AutoCAD SHX Text
%%uBEDROOM #2
AutoCAD SHX Text
%%uWIC
AutoCAD SHX Text
%%uWIC
AutoCAD SHX Text
%%uHALL
AutoCAD SHX Text
%%uWIC
AutoCAD SHX Text
%%uBATH
AutoCAD SHX Text
MASTER
AutoCAD SHX Text
%%uFOYER
AutoCAD SHX Text
%%uPWDR
AutoCAD SHX Text
%%u3-CAR GARAGE
AutoCAD SHX Text
%%uENTRY
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
%%uGREAT ROOM
AutoCAD SHX Text
%%uUTILITY
AutoCAD SHX Text
%%uKITCHEN
AutoCAD SHX Text
%%uPANTRY
AutoCAD SHX Text
D
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
13'8" x 13'9"
AutoCAD SHX Text
WDW. HDRS.
AutoCAD SHX Text
@ 6'-8" A.F.F.
AutoCAD SHX Text
11' x 15'
AutoCAD SHX Text
CPT
AutoCAD SHX Text
HDWD
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
ABOVE @ 8'-5"
AutoCAD SHX Text
PLANT LEDGE
AutoCAD SHX Text
TILE
AutoCAD SHX Text
6'-0" x 3'-6" WHIRLPOOL TUB
AutoCAD SHX Text
ABOVE SOFFIT
AutoCAD SHX Text
PLANT LEDGE
AutoCAD SHX Text
CPT
AutoCAD SHX Text
PKT
AutoCAD SHX Text
SHOWER
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
TALL
AutoCAD SHX Text
STG
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
PKT
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
HDWD
AutoCAD SHX Text
DN
AutoCAD SHX Text
1
AutoCAD SHX Text
A6
AutoCAD SHX Text
TILE
AutoCAD SHX Text
HDWD
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
D
AutoCAD SHX Text
GARAGE PASSAGE DOOR SHALL BE 1 3/8" THICK (MIN) SOLID CORE OR HAVE A 20 MINUTE FIRE RATING
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
CPT
AutoCAD SHX Text
HDWD
AutoCAD SHX Text
VINYL
AutoCAD SHX Text
CPT
AutoCAD SHX Text
HDWD
AutoCAD SHX Text
ADJ
AutoCAD SHX Text
SHLVS
AutoCAD SHX Text
ENT.
AutoCAD SHX Text
CTR.
AutoCAD SHX Text
VISIBLE AT TIME
AutoCAD SHX Text
OF INSPECTION
AutoCAD SHX Text
STONE HEARTH
AutoCAD SHX Text
ICBO TAGS TO BE
AutoCAD SHX Text
U.L. APPROVED
AutoCAD SHX Text
FIREPLACE -
AutoCAD SHX Text
DIRECT VENT GAS
AutoCAD SHX Text
ZERO CLEARANCE
AutoCAD SHX Text
HDWD
AutoCAD SHX Text
SHLVS
AutoCAD SHX Text
5
AutoCAD SHX Text
VINYL
AutoCAD SHX Text
REF
AutoCAD SHX Text
OVEN
AutoCAD SHX Text
DBL.
AutoCAD SHX Text
PAD
AutoCAD SHX Text
CONC
AutoCAD SHX Text
4'x3'
AutoCAD SHX Text
13'7" x 14'1"
AutoCAD SHX Text
RAISED COUNTER
AutoCAD SHX Text
42" HIGH WALL
AutoCAD SHX Text
D/W
AutoCAD SHX Text
%%uBEDROOM
AutoCAD SHX Text
MASTER
AutoCAD SHX Text
%%uDINING ROOM
AutoCAD SHX Text
%%uDECK
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
E
AutoCAD SHX Text
ADJ
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
E
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
A
AutoCAD SHX Text
VENT DRYER TO OUTSIDE (VENT SHALL BE LESS THAN 14 FT. AND CONTAIN NO MORE THAN (2) ELBOWS & VENT SHALL BE 36" (MIN) FROM ANY EXTERIOR OPENING)
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
R&S
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
AWN
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
16" A.F.F.
AutoCAD SHX Text
SEAT @
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
SL
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
AWN
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
TILE
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6 PKT
AutoCAD SHX Text
8
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
5 SHLVS
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
R&S
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
STANDING
AutoCAD SHX Text
SHELVES
AutoCAD SHX Text
5 FREE-
AutoCAD SHX Text
DBL R&S
AutoCAD SHX Text
FX (TEMP)
AutoCAD SHX Text
HDR @ 8'-0" A.F.F.
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
R&S
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
SH
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
DBL R&S
AutoCAD SHX Text
R&S
AutoCAD SHX Text
VINYL
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
@ STONE
AutoCAD SHX Text
BASE
AutoCAD SHX Text
@ STONE
AutoCAD SHX Text
BASE
AutoCAD SHX Text
TRANS ABOVE
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
(TEMP) EA SIDE
AutoCAD SHX Text
6
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
SIDE LITE
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
TILE
AutoCAD SHX Text
HARDWOOD
AutoCAD SHX Text
R&S
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
VINYL
AutoCAD SHX Text
VERIFY LAYOUT
AutoCAD SHX Text
DIMS w/ OWNER
AutoCAD SHX Text
& ALL OPENING
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
SILL @ 3'-6" A.F.F.
AutoCAD SHX Text
FX ABOVE
AutoCAD SHX Text
AWN
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
DH
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
(2)
AutoCAD SHX Text
HARDWOOD
AutoCAD SHX Text
SH
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
SH
AutoCAD SHX Text
CARPET
AutoCAD SHX Text
FX
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
SH
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
ATRIUM
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
SILL @ 1'-0" A.F.F.
AutoCAD SHX Text
AWN
AutoCAD SHX Text
(2)
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
FX
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
HDR @ 7'-8" A.F.F.
AutoCAD SHX Text
HARDWOOD
AutoCAD SHX Text
(3)
AutoCAD SHX Text
AWN
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
FX
AutoCAD SHX Text
(3)
AutoCAD SHX Text
L/T
AutoCAD SHX Text
SH
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
EGRESS WINDOWS SHALL HAVE: (MIN) NET CLEAR OPENABLE AREA OF 4.5 S.F. (MIN) NET OPENABLE CLEAR HEIGHT SHALL BE 24" (MIN) NET CLEAR OPENABLE WIDTH SHALL BE 20" (MAX) FINISHED SILL HEIGHT NOT MORE THAN 44" A.F.F.
AutoCAD SHX Text
< POST
AutoCAD SHX Text
BEGIN FULL HGT STONE PER ELEV
AutoCAD SHX Text
CULTURED STONE VENEER - RE: ELEV FOR STONE VENEER HEIGHTS
AutoCAD SHX Text
< POST
AutoCAD SHX Text
FAN
AutoCAD SHX Text
24x30 CLEAR
AutoCAD SHX Text
STONE WRAP
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
8 PKT
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
8 PKT
AutoCAD SHX Text
0
AutoCAD SHX Text
R&S
AutoCAD SHX Text
@ STONE
AutoCAD SHX Text
BASE
AutoCAD SHX Text
W
AutoCAD SHX Text
D
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
HDR @ 7'-8" A.F.F.
AutoCAD SHX Text
(3)
AutoCAD SHX Text
AWN
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
FX
AutoCAD SHX Text
(3)
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
ATRIUM
AutoCAD SHX Text
ABOVE
AutoCAD SHX Text
SILL @ 1'-0" A.F.F.
AutoCAD SHX Text
AWN
AutoCAD SHX Text
(2)
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
FX
AutoCAD SHX Text
ABOVE
AutoCAD SHX Text
CLG @ 8'-1 1/8" A.F.F.
AutoCAD SHX Text
24x30 CLEAR
AutoCAD SHX Text
FAN
AutoCAD SHX Text
32"x60" SHOWER / TUB COMBO
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
F
AutoCAD SHX Text
9' CLG
AutoCAD SHX Text
11' CLG
AutoCAD SHX Text
10'-0" A.F.F.
AutoCAD SHX Text
9'-6" A.F.F.
AutoCAD SHX Text
9'-0" A.F.F.
AutoCAD SHX Text
CPT
AutoCAD SHX Text
TILE
AutoCAD SHX Text
CPT
AutoCAD SHX Text
TILE
AutoCAD SHX Text
12" LEDGE
AutoCAD SHX Text
BALLOON FRAME WALL TO BOTTOM OF "C" TRUSSES @ 9'-1 1/8" A.F.F.
AutoCAD SHX Text
BALLOON FRAME WALL TO BOTTOM OF "C" TRUSSES @ 114'-1 1/8" A.F.F.
AutoCAD SHX Text
STONE VENEER
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
TILE
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
2
AutoCAD SHX Text
24x30 CLEAR
AutoCAD SHX Text
FAN
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
PROVIDE OUTSIDE COMBUSTION AIR OR FULLY LOUVERED DOOR @ MECH. ROOM. COMBUSTION AIR SHALL BE 1 SQ. IN. PER 1,000 B.T.U. OF GAS APPLIANCE
AutoCAD SHX Text
MIN. 6" ~ GRATE
AutoCAD SHX Text
100,000
AutoCAD SHX Text
B.T.U.'s
AutoCAD SHX Text
90% EFFICIENCY FURNACE
AutoCAD SHX Text
F.D.
AutoCAD SHX Text
NAT. GAS WATER HEATER. EXTEND VENT THRU ROOF. TRANSITION VENT IN ATTIC SPACE TO TERMINATE AT REAR OF ROOF RIDGE.
AutoCAD SHX Text
%%UMECH
AutoCAD SHX Text
VINYL
AutoCAD SHX Text
HDWD
AutoCAD SHX Text
VINYL
AutoCAD SHX Text
R&S
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
18x24
AutoCAD SHX Text
CRAWL
AutoCAD SHX Text
ACCESS
AutoCAD SHX Text
9' CLG
AutoCAD SHX Text
11' CLG
AutoCAD SHX Text
9' CLG
AutoCAD SHX Text
11' CLG
AutoCAD SHX Text
9' CLG
AutoCAD SHX Text
11' CLG
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
5|" SQ. VSL COLUMN IN STUD WALL-SEE ROOF FRAMING PLAN
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
9
AutoCAD SHX Text
TRANSOM
AutoCAD SHX Text
36" HIGH GUARDRAIL W/ BALUSTERS SPACED EQUALLY APART SUCH THAT A 4"~ SPHERE CAN NOT PASS THRU
AutoCAD SHX Text
EGRESS WINDOWS SHALL HAVE: 1. (MIN) NET CLEAR OPENABLE AREA OF 5.7 S.F. (EXCEPT GRADE FLOOR OPENINGS (5.0 S.F. MIN.)- 2. (MIN) NET OPENABLE CLEAR HEIGHT SHALL BE 24" 3. (MIN) NET CLEAR OPENABLE WIDTH SHALL BE 20" 4. (MAX) FINISHED SILL HEIGHT NOT MORE THAN 44" A.F.F.
AutoCAD SHX Text
42" X 72" SOAKER TUB SHOWN. VERIFY ACTUAL SIZE W/ OWNER PRIOR TO CONSTRUCTION OF TUB DECK
AutoCAD SHX Text
PROVIDE MIN. 100 S.I. MAKE UP AIR TO LAUNDRY ROOM
AutoCAD SHX Text
ROUTE PVC CONCENTRIC VENTS FROM FURNACE PER CODE
AutoCAD SHX Text
TERMINATE BATHROOM EXHAUST FANS THROUGH ROOF. INSULATE TO R-6 AT ATTIC SPACES
AutoCAD SHX Text
SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE 2011 PPRBC AND THE 2009 IRC AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS SHOWN ON THESE DRAWINGS. CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. INTERCONNECT SMOKE DETECTORS AND PROVIDE BATTERY BACKUP AT ALL LEVELS. SEE ELECTRICAL PLAN FOR LOCATIONS.
AutoCAD SHX Text
COORDINATE MIRRORS AND ELECTRICAL OUTLETS ABOVE LAVATORY COUNTERS WITH OWNER. COORDINATE HEIGHT OF BATH VANITIES WITH OWNER.
AutoCAD SHX Text
EXTERIOR WALLS SHALL BE 2x6 WD. STUDS @ 16" O.C. WITH R-19 BATT INSULATION EXCEPT AS NOTED ON THE PLANS.
AutoCAD SHX Text
COORDINATE LOCATION OF GAS METER WITH OTHER UTILITIES AND MAINTAIN MIN. 36" CLEARANCE FROM OPERABLE WINDOWS
AutoCAD SHX Text
COORDINATE LOCATION AIR CONDITIONING CONDENSER WITH UTILITIES AND MECHANICAL CONTRACTOR - SEE MECHANICAL PLAN
AutoCAD SHX Text
CABINET DESIGN BY OTHERS. COORDINATE WITH ALL TRADES. CONFIRM CABINET LAYOUT WITH OWNER. VERIFY CABINET DIMENSIONS PRIOR TO ELECTRICAL ROUGH IN.
AutoCAD SHX Text
PROVIDE BULL-NOSE CORNERS AT ALL EXTERIOR DRYWALL CORNERS. TAPE, TEXTURE AND PAINT. CONFIRM DRYWALL TEXTURE AND PAINT COLORS WITH OWNER.
AutoCAD SHX Text
PROVIDE BLOCKING IN WALL FOR INSTALLATION OF TOWEL BARS AND ACCESSORIES AS SELECTED BY OWNER
AutoCAD SHX Text
CULTURED STONE VENEER AS SELECTED BY OWNER. PROVIDE LATH & WEEP SCREEDS PER I.R.C.
AutoCAD SHX Text
PROVIDE PERIMETER DRAIN TO SUMP PUMP PER SOIL ENGINEER'S RECOMMENDATIONS. COORDINATE LOCATION OF SUMP WITH FOUNDATION CONTRACTOR. APPROVE LOCATION OF PUMP WITH OWNER ON SITE OBSERVATION.
AutoCAD SHX Text
SH
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
9' CEIL.
AutoCAD SHX Text
10' CEIL.
AutoCAD SHX Text
INSULATION
AutoCAD SHX Text
@ WALL
AutoCAD SHX Text
SOUND
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
H
AutoCAD SHX Text
FRAMING @ COLUMN BASE TAPERS. DIMS ARE TO BASE.
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
A1.1
AutoCAD SHX Text
2
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Estimator
109 - office
Carpet 858 sf
Estimator
109 - office
Carpet 185 sf
Estimator
Length Measurement
15'-3"
Estimator
Length Measurement
6'-3"
Estimator
Length Measurement
4'-3"
Estimator
Length Measurement
5'-6"
Estimator
Length Measurement
0'-10"
Estimator
109 - office
Carpet 337 sf
Estimator
109 - office
Carpet 72 sf
Estimator
109 - office
Carpet 189 sf
Estimator
109 - office
Carpet 203 sf
Estimator
109 - office
Carpet 29 sf
Estimator
109 - office
Carpet 31 sf
Estimator
109 - office
Carpet 45 sf
Estimator
109 - office
Carpet 38 sf
Estimator
109 - office
Carpet 390 sf
Estimator
109 - office
Carpet 56 sf
Estimator
109 - office
Carpet 44 sf
Estimator
109 - office
Carpet 17 sf
Estimator
109 - office
Carpet 14 sf
Estimator
109 - office
Carpet 17 sf
Estimator
109 - office
Carpet 28 sf
Estimator
109 - office
Carpet 39 sf
Estimator
109 - office
Carpet 44 sf
Estimator
109 - office
Carpet 5 sf
Estimator
109 - office
Carpet 10 sf
Estimator
109 - office
Carpet 681 sf
Estimator
109 - office
Carpet 91 sf
Estimator
109 - office
Carpet 5 sf
Estimator
109 - office
Carpet 21 sf
Page 3: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
EL = 108'-1 1/8"
AutoCAD SHX Text
T/O DBL >
AutoCAD SHX Text
STUCCO ON METAL LATH ON BUILDING PAPER ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C.
AutoCAD SHX Text
8" HARDIE FASCIA (PAINT) w/ HARDIE SOFFIT (PAINT)SOFFIT (PAINT) TO ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
2x6 DECORATIVE STUCCO BANDING AROUND ALL WINDOWS AND DOORS AND ABOVE STONE VENEER (TYP) AS SHOWN
AutoCAD SHX Text
CULTURED STONE VENEER (OWNER APPROVED)
AutoCAD SHX Text
GALVANIZED IRON GUTTER AND DOWNSPOUTS (PAINT) w/ TIP-OUTS OR CONCRETE SPLASH BLOCKS TO 4'-0" AWAY FROM FOUNDATION (NOT SHOWN)
AutoCAD SHX Text
PROVIDE 26 GAUGE GALVANIZED IRON FLASHING AT ALL ROOF PENETRATIONS, ROOF VALLEYS, AND ROOF TERMINATING WALLS.
AutoCAD SHX Text
4'-0" HIGH CULTURED STONE VENEER (OWNER APPROVED) w/ STONE CAPS ON TAPERED COLUMNS.
AutoCAD SHX Text
FRONT ELEVATION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
10" DECORATIVE STUCCO BAND ABOVE GARAGE DOORS
AutoCAD SHX Text
DECORATIVE WOOD CORBEL
AutoCAD SHX Text
2x
AutoCAD SHX Text
2X4 WALL
AutoCAD SHX Text
PROTECTO
AutoCAD SHX Text
PROTECTO
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
WINDOW
AutoCAD SHX Text
(DOOR SIM)
AutoCAD SHX Text
WINDOW
AutoCAD SHX Text
SHEATHING
AutoCAD SHX Text
2X4 WALL
AutoCAD SHX Text
WRAP
AutoCAD SHX Text
WRAP
AutoCAD SHX Text
FROM TOP
AutoCAD SHX Text
OF FLANGE
AutoCAD SHX Text
2x
AutoCAD SHX Text
STUCCO
AutoCAD SHX Text
CAULK ALL SIDES
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
SLOPE TOP OF
AutoCAD SHX Text
STUCCO AT TRIM
AutoCAD SHX Text
DETAIL - FINISH SMOOTH
AutoCAD SHX Text
SHEATHING
AutoCAD SHX Text
STUCCO AT TRIM
AutoCAD SHX Text
SLOPE TOP OF
AutoCAD SHX Text
DETAIL - FINISH SMOOTH
AutoCAD SHX Text
%%uSILL
AutoCAD SHX Text
%%uHEAD
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
STUCCO DETAIL AT WINDOWS AND DOORS
AutoCAD SHX Text
PROVIDE ATTIC VENTILATION AND SOFFIT VENTS (MIN NET FREE VENTILATION SHALL NOT BE LESS THAN 1/300 OF THE SPACE VENTILATED W/ 50% OF THE VENTILATION BEING SUPPLIED BY ROOF MOUNTED VENTS @ UPPER 1/3 OF ROOF. THE REMAINDER PROVIDED @ SOFFITS) LOCATE ROOF VENTS @ REAR OF ROOF (TYP)
AutoCAD SHX Text
GALVANIZED IRON GUTTER AND DOWNSPOUTS (PAINT) w/ TIP-OUTS OR CONCRETE SPLASH BLOCKS TO 4'-0" AWAY FROM FOUNDATION (NOT SHOWN)
AutoCAD SHX Text
CULTURED STONE VENEER (OWNER APPROVED)
AutoCAD SHX Text
2x6 DECORATIVE STUCCO BANDING AROUND ALL WINDOWS AND DOORS AND ABOVE STONE VENEER (TYP) AS SHOWN
AutoCAD SHX Text
8" HARDIE FASCIA (PAINT) w/ HARDIE SOFFIT (PAINT)SOFFIT (PAINT) TO ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
STUCCO ON METAL LATH ON BUILDING PAPER ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C.
AutoCAD SHX Text
LEFT ELEVATION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
MAIN LEVEL FINISH FLOOR
AutoCAD SHX Text
EL = 100'-0"
AutoCAD SHX Text
T/O 1st FLOOR DBL >
AutoCAD SHX Text
EL = 106'-8"
AutoCAD SHX Text
T.O. WINDOW
AutoCAD SHX Text
EL = 109'-1 1/8"
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
MAIN LEVEL FINISH FLOOR
AutoCAD SHX Text
EL = 100'-0"
AutoCAD SHX Text
T.O. WINDOWS @ BATH
AutoCAD SHX Text
EL = 106'-8"
AutoCAD SHX Text
HEADER @ FRONT DOOR
AutoCAD SHX Text
EL = 109'-8"
AutoCAD SHX Text
EL = 108'-1 1/8"
AutoCAD SHX Text
T/O CANT DBL >
AutoCAD SHX Text
MAIN LEVEL FINISH FLOOR
AutoCAD SHX Text
EL = 100'-0"
AutoCAD SHX Text
EL = 108'-1 1/8"
AutoCAD SHX Text
T/O GARAGE DBL >
AutoCAD SHX Text
T/O 1st FLOOR DBL >
AutoCAD SHX Text
EL = 109'-1 1/8"
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
LINE OF INTERIOR STEPPED CEILING
AutoCAD SHX Text
2x6 DECORATIVE STUCCO BANDING AROUND ALL WINDOWS AND DOORS (TYP) AS SHOWN
AutoCAD SHX Text
PROVIDE 26 GAUGE GALVANIZED IRON FLASHING AT ALL ROOF PENETRATIONS, ROOF VALLEYS, AND ROOF TERMINATING WALLS.
AutoCAD SHX Text
2x6 DECORATIVE STUCCO BANDING ABOVE STONE VENEER AS SHOWN
AutoCAD SHX Text
54 x 6 DECORATIVE HARIDE TRIM BANDING AROUND WINDOWS @ CANTILEVERS AS SHOWN
AutoCAD SHX Text
6x6 DECORATIVE WOOD CANTILEVER SUPPORT
AutoCAD SHX Text
54 x6 "HARDIE-TRIM" AROUND WINDOWS @ CANTILEVERS AS SHOWN
AutoCAD SHX Text
6x6 DECORATIVE WOOD CANTILEVER SUPPORT
AutoCAD SHX Text
54 x 12 "HARDIE-TRIM" BASE BAND @ CANTILEVER
AutoCAD SHX Text
BOULDER RETAINING WALL - RE: SITE PLAN
AutoCAD SHX Text
DECORATIVE WOOD CORBEL
AutoCAD SHX Text
54 x12 "JAMES HARDIE" BASE BAND @ CANTILEVER
AutoCAD SHX Text
6" LAP SIDING ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C. @ CANTILEVERS
AutoCAD SHX Text
6" LAP "JAMES HARDIE" SIDING ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C. @ CANTILEVERS
AutoCAD SHX Text
RE: PLANS AND SECTIONS FOR DECK DETAILS
AutoCAD SHX Text
2x6 ON 2x6 DECORATIVE STUCCO BANDING WHERE SHOWN
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
T/O GRT RM DBL >
AutoCAD SHX Text
EL = 111'-0"
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
54 x 12 HARDIE BOARD TRIM (PAINT) BAND @ CANTILEVERBAND @ CANTILEVER
AutoCAD SHX Text
HARDIE-PLANK "SELECT CEDARMILL" 8|" LAP SIDING W/ 7" EXPOSURE (PAINT) ON "TYVEK" OR EQ. BLDG. WRAP ON ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C. @ CANTILEVERS
AutoCAD SHX Text
3'x8' THERMA-TRU ENTRY DOOR WITH 14" WIDE SIDELIGHTS AND TRANSOM (FIBERGLAS WITH LIGHT, 1 23 LIGHT, 1 PANEL PLANK, ARBORWATCH GLASS) OR APPROVED EQUAL.
AutoCAD SHX Text
3'x8' THERMA-TRU ENTRY DOOR WITH 14" WIDE SIDELIGHTS AND TRANSOM (FIBERGLAS WITH LIGHT, 1 23 LIGHT, 1 PANEL PLANK, ARBORWATCH GLASS) OR APPROVED EQUAL.
AutoCAD SHX Text
36" HIGH (MIN) GUARDRAIL w/ BALUSTERS SPACED EQUALLY APART SUCH THAT A 4"~ SPHERE CAN NOT PASS THRU
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
A2.1
AutoCAD SHX Text
3
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Estimator
109 - office
Carpet 977 sf
Estimator
109 - office
Carpet 26 sf
Estimator
109 - office
Carpet 29 sf
Estimator
109 - office
Carpet 135 sf
Estimator
109 - office
Carpet 231 sf
Estimator
109 - office
Carpet 21 sf
Estimator
109 - office
Carpet 100 sf
Estimator
109 - office
Carpet 5 sf
Estimator
109 - office
Carpet 34 sf
Estimator
109 - office
Carpet 7 sf
Estimator
109 - office
Carpet 18 sf
Estimator
109 - office
Carpet 35 sf
Estimator
109 - office
Carpet 9 sf
Estimator
109 - office
Carpet 9 sf
Estimator
109 - office
Carpet 328 sf
Estimator
109 - office
Carpet 26 sf
Estimator
109 - office
Carpet 41 sf
Estimator
109 - office
Carpet 16 sf
Estimator
Length Measurement
24'-11"
Estimator
Length Measurement
27'-0"
Estimator
Length Measurement
20'-11"
Estimator
Length Measurement
15'-1"
Estimator
Length Measurement
5'-0"
Estimator
Length Measurement
5'-2"
Estimator
Length Measurement
21'-1"
Estimator
Length Measurement
13'-6"
Estimator
Length Measurement
10'-5"
Estimator
Length Measurement
3'-0"
Estimator
Length Measurement
8'-0"
Estimator
Length Measurement
21'-2"
Estimator
Length Measurement
23'-7"
Estimator
Length Measurement
14'-3"
Estimator
Length Measurement
8'-3"
Estimator
Length Measurement
18'-4"
Estimator
Length Measurement
13'-3"
Estimator
Length Measurement
13'-0"
Estimator
Length Measurement
18'-4"
Page 4: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at
AutoCAD SHX Text
PROVIDE 26 GAUGE GALVANIZED IRON FLASHING AT ALL ROOF PENETRATIONS, ROOF VALLEYS, AND ROOF TERMINATING WALLS.
AutoCAD SHX Text
CULTURED STONE VENEER (OWNER APPROVED)
AutoCAD SHX Text
GALVANIZED IRON GUTTER AND DOWNSPOUTS (PAINT) w/ TIP-OUTS OR CONCRETE SPLASH BLOCKS TO 4'-0" AWAY FROM FOUNDATION (NOT SHOWN)
AutoCAD SHX Text
2x6 DECORATIVE STUCCO BANDING AROUND ALL WINDOWS AND DOORS AND ABOVE STONE VENEER (TYP) AS SHOWN
AutoCAD SHX Text
8" HARDIE FASCIA (PAINT) w/ HARDIE SOFFIT (PAINT)SOFFIT (PAINT) TO ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
STUCCO ON METAL LATH ON BUILDING PAPER ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C.
AutoCAD SHX Text
RIGHT ELEVATION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
PROVIDE ATTIC VENTILATION AND SOFFIT VENTS (MIN NET FREE VENTILATION SHALL NOT BE LESS THAN 1/300 OF THE SPACE VENTILATED W/ 50% OF THE VENTILATION BEING SUPPLIED BY ROOF MOUNTED VENTS @ UPPER 1/3 OF ROOF. THE REMAINDER PROVIDED @ SOFFITS) LOCATE ROOF VENTS @ REAR OF ROOF (TYP)
AutoCAD SHX Text
CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
REAR ELEVATION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
MAIN LEVEL FINISH FLOOR
AutoCAD SHX Text
EL = 100'-0"
AutoCAD SHX Text
T.O. WINDOW @ DINING ROOM
AutoCAD SHX Text
EL = 109'-1 1/8"
AutoCAD SHX Text
EL = 107'-8"
AutoCAD SHX Text
T/O 1st FLOOR DBL >
AutoCAD SHX Text
T.O. SILL
AutoCAD SHX Text
EL = 103'-6"
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
T.O. WINDOWS @ MBR
AutoCAD SHX Text
EL = 107'-8"
AutoCAD SHX Text
EL = 100'-0"
AutoCAD SHX Text
MAIN LEVEL FINISH FLOOR
AutoCAD SHX Text
T/O CANT DBL >
AutoCAD SHX Text
T/O 1st FLOOR DBL >
AutoCAD SHX Text
EL = 108'-1 1/8"
AutoCAD SHX Text
EL = 109'-1 1/8"
AutoCAD SHX Text
T.O. WINDOW @ DINING ROOM
AutoCAD SHX Text
EL = 107-8"
AutoCAD SHX Text
MAIN LEVEL FINISH FLOOR
AutoCAD SHX Text
EL = 100'-0"
AutoCAD SHX Text
CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
2x6 ON 2x6 DECORATIVE STUCCO BANDING WHERE SHOWN
AutoCAD SHX Text
SEE-THRU GAS FIREPLACE
AutoCAD SHX Text
GALVANIZED IRON GUTTER AND DOWNSPOUTS (PAINT) w/ TIP-OUTS OR CONCRETE SPLASH BLOCKS TO 4'-0" AWAY FROM FOUNDATION (NOT SHOWN)
AutoCAD SHX Text
STUCCO ON METAL LATH ON BUILDING PAPER ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C.
AutoCAD SHX Text
8" HARDIE FASCIA (PAINT) w/ HARDIE SOFFIT (PAINT)SOFFIT (PAINT) TO ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
PROVIDE ATTIC VENTILATION AND SOFFIT VENTS (MIN NET FREE VENTILATION SHALL NOT BE LESS THAN 1/300 OF THE SPACE VENTILATED W/ 50% OF THE VENTILATION BEING SUPPLIED BY ROOF MOUNTED VENTS @ UPPER 1/3 OF ROOF. THE REMAINDER PROVIDED @ SOFFITS) LOCATE ROOF VENTS @ REAR OF ROOF (TYP)
AutoCAD SHX Text
RE: PLANS AND SECTIONS FOR DECK DETAILS
AutoCAD SHX Text
6x6 DECORATIVE WOOD CANTILEVER SUPPORT
AutoCAD SHX Text
RE: PLANS AND SECTIONS FOR DECK DETAILS
AutoCAD SHX Text
2x
AutoCAD SHX Text
2X4 WALL
AutoCAD SHX Text
PROTECTO
AutoCAD SHX Text
PROTECTO
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
WINDOW
AutoCAD SHX Text
(DOOR SIM)
AutoCAD SHX Text
WINDOW
AutoCAD SHX Text
SHEATHING
AutoCAD SHX Text
2X4 WALL
AutoCAD SHX Text
WRAP
AutoCAD SHX Text
WRAP
AutoCAD SHX Text
FROM TOP
AutoCAD SHX Text
OF FLANGE
AutoCAD SHX Text
2x
AutoCAD SHX Text
STUCCO
AutoCAD SHX Text
CAULK ALL SIDES
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
SLOPE TOP OF
AutoCAD SHX Text
STUCCO AT TRIM
AutoCAD SHX Text
DETAIL - FINISH SMOOTH
AutoCAD SHX Text
SHEATHING
AutoCAD SHX Text
STUCCO AT TRIM
AutoCAD SHX Text
SLOPE TOP OF
AutoCAD SHX Text
DETAIL - FINISH SMOOTH
AutoCAD SHX Text
%%uSILL
AutoCAD SHX Text
%%uHEAD
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
STUCCO DETAIL AT WINDOWS AND DOORS
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
EL = 111'-0"
AutoCAD SHX Text
T/O GRT RM DBL >
AutoCAD SHX Text
EL = 111'-0"
AutoCAD SHX Text
T/O GRT RM DBL >
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
54 x 12 HARDIE BOARD TRIM (PAINT) BAND @ CANTILEVERBAND @ CANTILEVER
AutoCAD SHX Text
HARDIE-PLANK "SELECT CEDARMILL" 8|" LAP SIDING W/ 7" EXPOSURE (PAINT) ON "TYVEK" OR EQ. BLDG. WRAP ON ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C. @ CANTILEVERS
AutoCAD SHX Text
36" HIGH (MIN) GUARDRAIL w/ BALUSTERS SPACED EQUALLY APART SUCH THAT A 4"~ SPHERE CAN NOT PASS THRU
AutoCAD SHX Text
36" HIGH (MIN) GUARDRAIL w/ BALUSTERS SPACED EQUALLY APART SUCH THAT A 4"~ SPHERE CAN NOT PASS THRU
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
A2.2
AutoCAD SHX Text
4
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Estimator
109 - office
Carpet 793 sf
Estimator
109 - office
Carpet 26 sf
Estimator
109 - office
Carpet 509 sf
Estimator
109 - office
Carpet 409 sf
Estimator
109 - office
Carpet 89 sf
Estimator
109 - office
Carpet 162 sf
Estimator
109 - office
Carpet 68 sf
Estimator
109 - office
Carpet 34 sf
Estimator
109 - office
Carpet 81 sf
Estimator
109 - office
Carpet 16 sf
Estimator
Length Measurement
14'-11"
Estimator
Length Measurement
18'-4"
Estimator
Length Measurement
11'-1"
Page 5: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SOFFIT DETAILS
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
'TIMBERSTRAND' RIM JOIST
AutoCAD SHX Text
%%uGARAGE
AutoCAD SHX Text
%%uKITCHEN
AutoCAD SHX Text
%%uUTILITY
AutoCAD SHX Text
%%uDINING ROOM
AutoCAD SHX Text
PROVIDE 5/8" TYPE 'X' GYPSUM BOARD @ ALL COMMON WALLS AND ENTIRE CEILING OF GARAGE
AutoCAD SHX Text
PROVIDE 26 GAUGE GALVANIZED IRON FLASHING AT ALL ROOF PENETRATIONS, ROOF VALLEYS, AND ROOF TERMINATING WALLS.
AutoCAD SHX Text
'TIMBERSTRAND' RIM JOIST
AutoCAD SHX Text
SECTION A
AutoCAD SHX Text
DROP TOP OF FOUNDATION WALL @ DOOR OPENINGS (AS REQ'D) AND POUR SLAB THRU
AutoCAD SHX Text
INSULATED STEEL OVERHEAD SECTIONAL GARAGE DOOR
AutoCAD SHX Text
4" THICK CONCRETE SLAB (SLOPE 1/8" MIN PER FOOT TO DOOR OPENING)
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
1/2"~ x 10" ANCHOR BOLTS @ 4'-0" O.C. (MAX) THRU 2x4 (MIN) REDWOOD OR PRESSURE TREATED SILL. ANCHOR BOLTS SHALL BE 12" FROM ENDS AND SPLICES (TYP) W/ (2) BOLTS (MIN) PER BOARD
AutoCAD SHX Text
3/4" T&G PLYWOOD FLOOR SHEATHING GLUED AND NAILED TO FLOOR JOISTS
AutoCAD SHX Text
R-38 (MIN) BATT INSULATION
AutoCAD SHX Text
%%uMASTER BATH
AutoCAD SHX Text
%%uBATH
AutoCAD SHX Text
%%uBEDROOM #2
AutoCAD SHX Text
%%uMASTER BEDROOM
AutoCAD SHX Text
1/2"~ x 10" ANCHOR BOLTS @ 4'-0" O.C. (MAX) THRU 2x4 (MIN) REDWOOD OR PRESSURE TREATED SILL. ANCHOR BOLTS SHALL BE 12" FROM ENDS AND SPLICES (TYP) W/ (2) BOLTS (MIN) PER BOARD
AutoCAD SHX Text
SECTION B
AutoCAD SHX Text
PROVIDE ATTIC VENTILATION AND SOFFIT VENTS (MIN NET FREE VENTILATION SHALL NOT BE LESS THAN 1/300 OF THE SPACE VENTILATED W/ 50% OF THE VENTILATION BEING SUPPLIED BY ROOF MOUNTED VENTS @ UPPER 1/3 OF ROOF. THE REMAINDER PROVIDED @ SOFFITS)
AutoCAD SHX Text
MAINTAIN 2" (MIN) CLEARANCE BETWEEN INSULATION AND PLYWOOD ROOF SHEATHING FOR VENTILATION
AutoCAD SHX Text
2x BAND ON 'TIMBERSTRAND' RIM JOIST
AutoCAD SHX Text
8" HARDIE FASCIA (PAINT) w/ HARDIE SOFFIT (PAINT)SOFFIT (PAINT) TO ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
STUCCO ON METAL LATH ON BUILDING PAPER ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x6 WOOD STUDS @ 16" O.C. W/ R-19 (MIN) BATT INSULATION
AutoCAD SHX Text
CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
SLOPE FINISHED GRADE AWAY FROM STRUCTURE
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
R-38 (MIN) BATT INSULATION
AutoCAD SHX Text
'TIMBERSTRAND' RIM JOIST
AutoCAD SHX Text
RECESSED CANS
AutoCAD SHX Text
STEP CEILING PER PLAN
AutoCAD SHX Text
3/4" T&G PLYWOOD FLOOR SHEATHING GLUED AND NAILED TO FLOOR JOISTS
AutoCAD SHX Text
VERIFY UPPER CAB. HGT. / SOFFIT w/ OWNER
AutoCAD SHX Text
OPEN TO GREAT ROOM
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
%%uHALL
AutoCAD SHX Text
%%uGREAT ROOM
AutoCAD SHX Text
SECTION C
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%uKITCHEN
AutoCAD SHX Text
R-38 (MIN) BATT INSULATION
AutoCAD SHX Text
%%uW.I.C.
AutoCAD SHX Text
MASTER
AutoCAD SHX Text
%%uBATH
AutoCAD SHX Text
POCKET DOOR
AutoCAD SHX Text
POCKET DOOR
AutoCAD SHX Text
CULTURED STONE VENEER (OWNER APPROVED)
AutoCAD SHX Text
CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
MAINTAIN 2" (MIN) CLEARANCE BETWEEN INSULATION AND PLYWOOD ROOF SHEATHING FOR VENTILATION
AutoCAD SHX Text
8" HARDIE FASCIA (PAINT) w/ HARDIE SOFFIT (PAINT)SOFFIT (PAINT) TO ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
STUCCO ON METAL LATH ON BUILDING PAPER ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x6 WOOD STUDS @ 16" O.C. W/ R-19 (MIN) BATT INSULATION
AutoCAD SHX Text
PROVIDE ATTIC VENTILATION AND SOFFIT VENTS (MIN NET FREE VENTILATION SHALL NOT BE LESS THAN 1/300 OF THE SPACE VENTILATED W/ 50% OF THE VENTILATION BEING SUPPLIED BY ROOF MOUNTED VENTS @ UPPER 1/3 OF ROOF. THE REMAINDER PROVIDED @ SOFFITS)
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
1/2"~ x 10" ANCHOR BOLTS @ 4'-0" O.C. (MAX) THRU 2x4 (MIN) REDWOOD OR PRESSURE TREATED SILL. ANCHOR BOLTS SHALL BE 12" FROM ENDS AND SPLICES (TYP) W/ (2) BOLTS (MIN) PER BOARD
AutoCAD SHX Text
CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
'TIMBERSTRAND' RIM JOIST
AutoCAD SHX Text
3/4" T&G PLYWOOD FLOOR SHEATHING GLUED AND NAILED TO FLOOR JOISTS
AutoCAD SHX Text
VERIFY UPPER CAB. HGT. / SOFFIT w/ OWNER
AutoCAD SHX Text
SLOPE FINISHED GRADE AWAY FROM STRUCTURE
AutoCAD SHX Text
1/2" GYPSUM BOARD ON WALLS AND 5/8" GYPSUM BOARD ON CEILINGS (TYP)
AutoCAD SHX Text
1/2" GYPSUM BOARD ON WALLS AND 5/8" GYPSUM BOARD ON CEILINGS (TYP)
AutoCAD SHX Text
1/2" GYPSUM BOARD ON WALLS AND 5/8" GYPSUM BOARD ON CEILINGS (TYP)
AutoCAD SHX Text
SEE SOIL ENGINEERS REPORT FOR PERIMETER DRAIN REQUIREMENTS
AutoCAD SHX Text
SEE SOIL ENGINEERS REPORT FOR PERIMETER DRAIN REQUIREMENTS
AutoCAD SHX Text
%%UCRAWL SPACE
AutoCAD SHX Text
%%UCRAWL SPACE
AutoCAD SHX Text
%%UCRAWL SPACE
AutoCAD SHX Text
PROVIDE R-10 (MIN) VINYL COVERED BATT INSULATION ON INTERIOR SIDE OF CRAWL SPACE CONCRETE WALLS (TYP)
AutoCAD SHX Text
PROVIDE R-10 (MIN) VINYL COVERED BATT INSULATION ON INTERIOR SIDE OF CRAWL SPACE CONCRETE WALLS (TYP)
AutoCAD SHX Text
PROVIDE 6MIL POLY VAPOR BARRIER THROUGHOUT CRAWL SPACE FLOOR (TAPE SEAMS) (TYP)
AutoCAD SHX Text
A
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
PROVIDE R-10 (MIN) VINYL COVERED BATT INSULATION ON INTERIOR SIDE OF CRAWL SPACE CONCRETE WALLS (TYP)
AutoCAD SHX Text
36" HIGH (MIN) GUARDRAIL w/ BALUSTERS SPACED EQUALLY APART SUCH THAT A 4"~ SPHERE CAN NOT PASS THRU
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
2
AutoCAD SHX Text
LEDGER & JOIST HANGERS PER FRAMING PLANS
AutoCAD SHX Text
'VERSA-RIM' RIM JOIST
AutoCAD SHX Text
BCI FLOOR JOISTS
AutoCAD SHX Text
PROVIDE "Z" FLASHING AT DECK/HOUSE LOCATIONS.
AutoCAD SHX Text
"TREX" DECK
AutoCAD SHX Text
JOISTS PER PLANS
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
TREX DECKING (OR EQUAL): COMPOSITE DECK MATERIALS AND THICKNESS SHALL BE ICC APPROVED. ATTACHED WITH CONCEALED FASTENING SYSTEM. REFER TO MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
DECK LEDGER DETAIL
AutoCAD SHX Text
TREX RAIL DETAIL
AutoCAD SHX Text
TREX DECKING
AutoCAD SHX Text
PAINTED HARDBOARD SKIRT
AutoCAD SHX Text
PAINTED HARDBOARD SKIRT
AutoCAD SHX Text
WOOD BEAM PER PLAN
AutoCAD SHX Text
3
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
PIER SIZE PER PLAN
AutoCAD SHX Text
WOOD POST W/ "SIMPSON" POST ANCHOR (SEE DETAIL 4/A3.1)
AutoCAD SHX Text
*ALL CONC. PIERS 30" BELOW GRADE MIN.
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
WOOD POST W/ "SIMPSON" (2)LPC6Z POST CAPS OR BC POST CAP CONNECTOR
AutoCAD SHX Text
36" HIGH (MIN) GUARDRAIL w/ BALUSTERS SPACED EQUALLY APART SUCH THAT A 4"~ SPHERE CAN NOT PASS THRU
AutoCAD SHX Text
PIER/POST/BEAM DETAIL
AutoCAD SHX Text
CONCRETE PIER PER PLAN
AutoCAD SHX Text
WOOD BEAM SET ON 4x4 POST WITH "SIMPSON" BCS2-2/4 POST CAP
AutoCAD SHX Text
4x4 POST SET ON CONCRETE PIER WITH "SIMPSON" EPB44 POST BASE
AutoCAD SHX Text
"SIMPSON" BCS2-2/4
AutoCAD SHX Text
'SIMPSON' EPB44 BASE W/ 6" (MIN) EMBEDMENT INTO FOUNDATION
AutoCAD SHX Text
4
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
*ALL CONC. PIERS 30" BELOW GRADE MIN.
AutoCAD SHX Text
SCALE: [" = 1'-0"
AutoCAD SHX Text
SCALE: 1/2 = 1'-0"
AutoCAD SHX Text
PIER/POST DETAIL
AutoCAD SHX Text
STUCCO OR STONE ON LATH ON BLDG. PAPER ON " O.S.B. 716 " O.S.B. ON 2x4 WD FRAMING @ 16" O.C. (MIN.)
AutoCAD SHX Text
WOOD POST W/ "SIMPSON" PB POST ANCHOR
AutoCAD SHX Text
REFER TO FRAMING PLAN FOR PIER SIZE
AutoCAD SHX Text
5
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
5
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Page 6: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at

°

°

°

AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
SECTION F
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
EL = 108'-1 1/8"
AutoCAD SHX Text
T/O DBL >
AutoCAD SHX Text
%%uBEDROOM #2
AutoCAD SHX Text
SECTION D
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%uFOYER
AutoCAD SHX Text
%%uCLOS
AutoCAD SHX Text
%%uW.I.C.
AutoCAD SHX Text
%%UMECH
AutoCAD SHX Text
%%uGARAGE
AutoCAD SHX Text
R-38 (MIN) BATT INSULATION
AutoCAD SHX Text
1/2"~ x 10" ANCHOR BOLTS @ 4'-0" O.C. (MAX) THRU 2x4 (MIN) REDWOOD OR PRESSURE TREATED SILL. ANCHOR BOLTS SHALL BE 12" FROM ENDS AND SPLICES (TYP) W/ (2) BOLTS (MIN) PER BOARD
AutoCAD SHX Text
8" CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
STEPS AS REQ'D 8" MAX RISE 9" MIN RUN 36" MIN WIDTH
AutoCAD SHX Text
PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ON COMMON WALLS AND ENTIRE CEILING OF GARAGE
AutoCAD SHX Text
3/4" T&G PLYWOOD FLOOR SHEATHING GLUED AND SCREWED TO FLOOR JOISTS
AutoCAD SHX Text
1/2" GYPSUM BOARD ON WALLS AND 5/8" GYPSUM BOARD ON CEILINGS (TYP)
AutoCAD SHX Text
EL = 108'-1 1/8"
AutoCAD SHX Text
T/O MAIN FLOOR
AutoCAD SHX Text
R-38 (MIN) BATT INSULATION
AutoCAD SHX Text
BENCH/STG
AutoCAD SHX Text
R-38 (MIN) BATT INSULATION
AutoCAD SHX Text
3/4" T&G PLYWOOD FLOOR SHEATHING GLUED AND SCREWED TO FLOOR JOISTS
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
2" CONTINUOUS SOFFIT VENT
AutoCAD SHX Text
1x8 "HARDIE" FASCIA (PAINT) w/ "HARDIE" SOFFIT (PAINT) TO ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
HARDIE SOFFIT UNDER CANTILEVERED JOISTS
AutoCAD SHX Text
REFER TO DECK FRAMING DETAIL FOR DECK CONSTRUCTION
AutoCAD SHX Text
4x4 POST
AutoCAD SHX Text
36" HIGH (MIN) GUARDRAIL w/ BALUSTERS SPACED EQUALLY APART SUCH THAT A 4"~ SPHERE CAN NOT PASS THRU
AutoCAD SHX Text
CONCRETE PIERS TO MIN 30" BELOW FINISH GRADE
AutoCAD SHX Text
MSTR
AutoCAD SHX Text
%%uBDRM
AutoCAD SHX Text
%%uDECK
AutoCAD SHX Text
DINING
AutoCAD SHX Text
%%uROOM
AutoCAD SHX Text
SECTION E
AutoCAD SHX Text
CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
STUCCO ON METAL LATH ON BUILDING PAPER ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x6 WOOD STUDS @ 16" O.C. W/ R-19 (MIN) BATT INSULATION
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
PROVIDE 26 GAUGE GALVANIZED IRON FLASHING AT ALL ROOF PENETRATIONS, ROOF VALLEYS, AND ROOF TERMINATING WALLS.
AutoCAD SHX Text
SLOPE FINISHED GRADE AWAY FROM STRUCTURE
AutoCAD SHX Text
1/2"~ x 10" ANCHOR BOLTS @ 4'-0" O.C. (MAX) THRU 2x4 (MIN) REDWOOD OR PRESSURE TREATED SILL. ANCHOR BOLTS SHALL BE 12" FROM ENDS AND SPLICES (TYP) W/ (2) BOLTS (MIN) PER BOARD
AutoCAD SHX Text
3/4" T&G PLYWOOD FLOOR SHEATHING GLUED AND SCREWED TO FLOOR JOISTS
AutoCAD SHX Text
1/2" GYPSUM BOARD ON WALLS AND 5/8" GYPSUM BOARD ON CEILINGS (TYP)
AutoCAD SHX Text
8" HARDIE FASCIA (PAINT) w/ HARDIE SOFFIT (PAINT)SOFFIT (PAINT) TO ENGINEERED ROOF TRUSSES @ 24" O.C.
AutoCAD SHX Text
SECTION G
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
CULTURED STONE VENEER (OWNER APPROVED)
AutoCAD SHX Text
CULTURED STONE VENEER (OWNER APPROVED)
AutoCAD SHX Text
%%uGREAT ROOM
AutoCAD SHX Text
%%UFOYER
AutoCAD SHX Text
%%uENTRY
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
%%UCRAWL SPACE
AutoCAD SHX Text
%%UCRAWL SPACE
AutoCAD SHX Text
PROVIDE R-10 (MIN) VINYL COVERED BATT INSULATION ON INTERIOR SIDE OF CRAWL SPACE CONCRETE WALLS (TYP)
AutoCAD SHX Text
%%UFOYER
AutoCAD SHX Text
%%uENTRY
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
PROVIDE R-10 (MIN) VINYL COVERED BATT INSULATION ON INTERIOR SIDE OF CRAWL SPACE CONCRETE WALLS (TYP)
AutoCAD SHX Text
ASPHALT SHINGLES ON 15# FELT ON 7/16" (MIN) CDX PLYWOOD OR O.S.B. ROOF SHEATHING ON ENGINEERED 2x6 RAFTERS @ 24" O.C. - CUT 1[" BIRDSMOUTH NOTCH AT BEAM BEARING
AutoCAD SHX Text
MAIN LEVEL FINISH FLOOR
AutoCAD SHX Text
EL = 100'-0"
AutoCAD SHX Text
T/O 1st FLOOR DBL >
AutoCAD SHX Text
EL = 109'-1 1/8"
AutoCAD SHX Text
MAIN LEVEL FINISH FLOOR
AutoCAD SHX Text
EL = 100'-0"
AutoCAD SHX Text
T/O 1st FLOOR DBL >
AutoCAD SHX Text
EL = 111'-0"
AutoCAD SHX Text
G
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
D
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
E
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
F
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
H
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
HARDIE-PLANK "SELECT CEDARMILL" 8|" LAP SIDING W/ 7" EXPOSURE (PAINT) ON "TYVEK" OR EQ. BLDG. WRAP ON ON 7/16" (MIN) PLYWOOD OR O.S.B. WALL SHEATHING ON 2x WOOD STUDS @ 16" O.C. @ CANTILEVERS
AutoCAD SHX Text
STUCCO SOFFIT AT UNDERSIDE OF DECK CANOPY (PROVIDE OPTIONAL PRICE FOR 24" T&G STAINED.
AutoCAD SHX Text
SECTION H
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
1x6 T&G SOFFIT (STAIN) AT UNDERSDIE OF FRONT ENTRY PORCH
AutoCAD SHX Text
4x4FALSE TRUSS TOP FALSE TRUSS TOP CHORD AND WEBS (SEE DETAIL)
AutoCAD SHX Text
1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
4x12 BOTTOM BEAM
AutoCAD SHX Text
"SIMPSON" LSSU210 @ RAFTERS TO RIDGE BEAM PER FRAMING PLAN
AutoCAD SHX Text
34" T&G SOFFIT (STAIN)
AutoCAD SHX Text
34"~ THRU BOLTS
AutoCAD SHX Text
CULTURED STONE VENEER ON LATH ON BLDG. PAPER ON " 716 " O.S.B. ON 2x4 WD FRAMING @ 16" O.C. (MIN.)
AutoCAD SHX Text
WOOD POST W/ "SIMPSON" PB POST ANCHOR
AutoCAD SHX Text
(2) "~ THRU BOLTS EA. 34"~ THRU BOLTS EA. POST
AutoCAD SHX Text
4x6 POSTS
AutoCAD SHX Text
CUT BIRDSMOUTH IN 2x10 RAFTERS AT BEAM BRG.
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
%%uENTRY
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
R.S. 4x12 BEAM
AutoCAD SHX Text
4x4 KING POST
AutoCAD SHX Text
ENTRY CANOPY DETAIL
AutoCAD SHX Text
1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
*ALL CONC. PIERS 30" BELOW GRADE MIN.
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
R.S. 4x12 BEAM
AutoCAD SHX Text
DASHED LINE INDICATES 2x10 RAFTERS BEYOND
AutoCAD SHX Text
4x12 FASCIA @ FRONT OVERHANG
AutoCAD SHX Text
R.S. 4x10 BEAM
AutoCAD SHX Text
R.S. 4x10 BEAM
AutoCAD SHX Text
4
AutoCAD SHX Text
12
AutoCAD SHX Text
4
AutoCAD SHX Text
10
AutoCAD SHX Text
4
AutoCAD SHX Text
10
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
4x4 R.S. FALSE TOP CHORD AND WEBS AT BEAM LINE BEYOND
AutoCAD SHX Text
4x4 R.S. KING POST
AutoCAD SHX Text
BRACKETS @ 4x4 FALSE SLOPING TOP CHORD (HIDDEN AT BEAM LINE BEYOND)
AutoCAD SHX Text
4x4 R.S. FALSE TOP CHORD AND WEBS AT BEAM LINE
AutoCAD SHX Text
BEAR PORCH BEAM ON EXTERIOR WALL OF HOUSE
AutoCAD SHX Text
5/8"~ HOLES (TYP.)
AutoCAD SHX Text
1/4" THICK PLATE STEEL
AutoCAD SHX Text
5/8"~ HOLES (TYP.)
AutoCAD SHX Text
1/4" THICK PLATE STEEL
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
PLATE
AutoCAD SHX Text
B
AutoCAD SHX Text
5/8"~ HOLES (TYP.)
AutoCAD SHX Text
1/4" THICK PLATE STEEL
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
C
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
PLATE
AutoCAD SHX Text
A
AutoCAD SHX Text
5/8"~ HOLES (TYP.)
AutoCAD SHX Text
1/4" THICK PLATE STEEL
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
D
AutoCAD SHX Text
PLATE
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
ANGLE
AutoCAD SHX Text
E
AutoCAD SHX Text
PLATE
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
6
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Page 7: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
FOUNDATION DIMENSION PLAN
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SEE ENGINEERS FOUNDATION PLAN FOR SIZE AND REINFORCING OF FOOTINGS AND PADS
AutoCAD SHX Text
DROP TOP OF FOUNDATION WALL @ DOOR OPENINGS (AS REQ'D) AND POUR SLAB THRU
AutoCAD SHX Text
4" THICK CONCRETE SLAB (SLOPE 1/8" MIN PER FOOT TO DOOR OPENING)
AutoCAD SHX Text
SEE ENGINEERS FOUNDATION PLAN FOR COLUMN PAD REQUIREMENTS
AutoCAD SHX Text
PROVIDE CONCRETE PIERS TO UNDISTURBED SOIL UNDER DECK POSTS PER PLAN AND AS SHOWN
AutoCAD SHX Text
STEP FOUNDATION WALLS PER ENGINEERS DETAILS AND SITE CONDITIONS
AutoCAD SHX Text
PROVIDE 1/2"~ x 10" ANCHOR BOLTS @ 4'-0" O.C. (MAX) THRU 2x4 (MIN) REDWOOD OR PRESSURE TREATED SILL. ANCHOR BOLTS SHALL BE 12" FROM ENDS AND SPLICES (TYP) W/ (2) BOLTS (MIN) PER BOARD
AutoCAD SHX Text
8" CONCRETE FOUNDATION WALL W/ REINFORCING PER ENGINEER'S FOUNDATION PLAN AND ASPHALT EMULSION WATERPROOFING
AutoCAD SHX Text
SEE SOIL ENGINEERS REPORT FOR PERIMETER DRAIN REQUIREMENTS
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
F
AutoCAD SHX Text
FOUNDATION AND FOOTINGS SHALL BE DESIGNED BY A COLORADO LICENSED SOILS ENGINEER ACCORDING TO THE ON SITE SOILS CONDITIONS DETERMINED BY AN OPEN EXCAVATION INSPECTION. REPORT SHALL BE AVAILABLE ON SITE AT TIME OF FIRST INSPECTION. STEP TOP AND BOTTOM OF FOUNDATION WALL AS REQUIRED TO FOLLOW FINISHED GRADE
AutoCAD SHX Text
%%UGENERAL NOTES:
AutoCAD SHX Text
DROP TOP OF FOUNDATION WALL @ DOOR OPENINGS (AS REQ'D) AND POUR SLAB THRU
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
SEE ENGINEERS FOUNDATION PLAN FOR COLUMN PAD REQUIREMENTS
AutoCAD SHX Text
SEE ENGINEERS FOUNDATION PLAN FOR COLUMN PAD REQUIREMENTS
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
SEE ENGINEERS FOUNDATION PLAN FOR COLUMN PAD REQUIREMENTS
AutoCAD SHX Text
DROP TOP OF FOUNDATION WALL @ DOOR OPENINGS (AS REQ'D) AND POUR SLAB THRU
AutoCAD SHX Text
PROVIDE R-10 (MIN) VINYL COVERED BATT INSULATION ON INTERIOR SIDE OF CRAWL SPACE CONCRETE WALLS (TYP)
AutoCAD SHX Text
PROVIDE 6MIL POLY VAPOR BARRIER THROUGHOUT CRAWL SPACE FLOOR (TAPE SEAMS) (TYP)
AutoCAD SHX Text
NOTE: CRAWL SPACE IS CONDITIONED - SEE MECHANICAL PLANS
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
H
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
S1.1
AutoCAD SHX Text
7
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Page 8: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
F
AutoCAD SHX Text
MAIN LEVEL FLOOR
AutoCAD SHX Text
3"~ STEEL SCHEDULE
AutoCAD SHX Text
FRAMING PLAN
AutoCAD SHX Text
DBL. JST.
AutoCAD SHX Text
DBL. JST.
AutoCAD SHX Text
DBL. JST.
AutoCAD SHX Text
W10x22 STEEL BEAM
AutoCAD SHX Text
POINT LOAD ABOVE
AutoCAD SHX Text
40 COLUMN 36 KSI
AutoCAD SHX Text
3"~ STEEL SCHEDULE
AutoCAD SHX Text
W10x22 STEEL BEAM
AutoCAD SHX Text
POCKET
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
3"~ STEEL SCHEDULE
AutoCAD SHX Text
40 COLUMN 36 KSI
AutoCAD SHX Text
W10x22 STEEL BEAM
AutoCAD SHX Text
W10x15 STEEL BEAM
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
W10x22 STEEL BEAM
AutoCAD SHX Text
40 COLUMN 36 KSI
AutoCAD SHX Text
W10x12 STEEL BEAM
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
JOISTS SHALL BE SHALL BE BE CONTINUOUS OVER THIS BEAM
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
ITT3511.88
AutoCAD SHX Text
ITT3511.88-2
AutoCAD SHX Text
ITT3511.88-2
AutoCAD SHX Text
BEAM PKT
AutoCAD SHX Text
POINT LOAD FROM ABOVE
AutoCAD SHX Text
MIT3511.88 (TYP.)
AutoCAD SHX Text
2x8 H.F.#2 LEDGER WITH (2) 3/8"~ LAG SCREWS & (4) 16d NAIL @ 16" O.C. (TYP. ALL AROUND)
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
BCS2-3/6 (TOP)
AutoCAD SHX Text
PB66 (BASE)
AutoCAD SHX Text
POINT LOAD FROM ABOVE
AutoCAD SHX Text
POINT LOAD FROM ABOVE
AutoCAD SHX Text
POINT LOAD FROM ABOVE
AutoCAD SHX Text
CANT'LVR.
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
CANT'LVR.
AutoCAD SHX Text
CANT'LVR.
AutoCAD SHX Text
NOTE: WHERE DRAWINGS INDICATE A POINT LOAD FROM ABOVE, PROVIDE SQUASH BLOCKS IN JOIST SPACE TO TOP OF FOUNDATION OR BEAM (TYP.)
AutoCAD SHX Text
4x4 H.F. #2 POST
AutoCAD SHX Text
ON 8" DIA. PIER
AutoCAD SHX Text
ON 14" DIA. PIER
AutoCAD SHX Text
6x6 H.F. #2 POST
AutoCAD SHX Text
ON 8" DIA. PIER
AutoCAD SHX Text
ON 14" DIA. PIER
AutoCAD SHX Text
MIT3511.88 (TYP.)
AutoCAD SHX Text
X
AutoCAD SHX Text
W10x22 STEEL BEAM
AutoCAD SHX Text
3"~ STEEL SCHEDULE
AutoCAD SHX Text
40 COLUMN 36 KSI
AutoCAD SHX Text
W10x15 STEEL BEAM
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
18"x24" CRAWL SPACE ACCESS
AutoCAD SHX Text
BLOCK OUT JOISTS FOR OPENING OF DUCTWORK FROM FURNACE. COORDINATE WITH MECHANICAL CONTRACTOR.
AutoCAD SHX Text
PLUMBING DROPS
AutoCAD SHX Text
PLUMBING DROPS
AutoCAD SHX Text
TYP. ALL DECK POSTS
AutoCAD SHX Text
4x4 H.F. #2 POST
AutoCAD SHX Text
4x4 H.F. #2 POST
AutoCAD SHX Text
POINT LOAD FROM ABOVE
AutoCAD SHX Text
1A
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
1A
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
1B
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
MIT3511.88 (TYP.)
AutoCAD SHX Text
3"~ STEEL SCHEDULE
AutoCAD SHX Text
40 COLUMN 36 KSI
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
H
AutoCAD SHX Text
PLUMBING DROPS
AutoCAD SHX Text
TOTAL LOAD
AutoCAD SHX Text
DEAD LOAD
AutoCAD SHX Text
LIVE LOAD
AutoCAD SHX Text
DECK LOADS:
AutoCAD SHX Text
=
AutoCAD SHX Text
=
AutoCAD SHX Text
=
AutoCAD SHX Text
55
AutoCAD SHX Text
psf
AutoCAD SHX Text
psf
AutoCAD SHX Text
psf
AutoCAD SHX Text
40
AutoCAD SHX Text
15
AutoCAD SHX Text
HEADER KEY:
AutoCAD SHX Text
# OF TRIMMERS & # OF KING STUDS @ EA. SIDE OF OPENING
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
1T/2K
AutoCAD SHX Text
HEADER SIZE
AutoCAD SHX Text
POINT LOAD FROM ABOVE
AutoCAD SHX Text
TOTAL LOAD
AutoCAD SHX Text
DEAD LOAD
AutoCAD SHX Text
LIVE LOAD
AutoCAD SHX Text
FLOOR LOADS:
AutoCAD SHX Text
=
AutoCAD SHX Text
=
AutoCAD SHX Text
=
AutoCAD SHX Text
52
AutoCAD SHX Text
psf
AutoCAD SHX Text
psf
AutoCAD SHX Text
psf
AutoCAD SHX Text
40
AutoCAD SHX Text
12
AutoCAD SHX Text
LEDGER LOAD
AutoCAD SHX Text
=
AutoCAD SHX Text
66
AutoCAD SHX Text
psf
AutoCAD SHX Text
FLOOR JOIST- SEE STRUCTURAL
AutoCAD SHX Text
34" SUB-FLOOR
AutoCAD SHX Text
BOTTOM CORD OF TRUSS AG
AutoCAD SHX Text
(16) SDS 1/4"x2 1/2" SCREWS
AutoCAD SHX Text
PROVIDE "SIMPSON" RPS 28 PLATE STRAP @ BOTH PLATES, INSIDE FACE OF @ INTERUPTED SILL PLATE
AutoCAD SHX Text
REF EL = 100'-0"
AutoCAD SHX Text
T/O MAIN FLOOR
AutoCAD SHX Text
REF EL = 109'-1 "18"
AutoCAD SHX Text
T/O DOUBLE TOP PLATE
AutoCAD SHX Text
1A
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
(14) SDS 1/4"x2 1/2" SCREWS
AutoCAD SHX Text
(3) 1-3/4" x 11-7/8" LVL IN FLOOR JOIST SPACE AS SQUASH BLOCK FOR VSL COLUMN ABOVE
AutoCAD SHX Text
VERSA-LAM COLUMN DTL.
AutoCAD SHX Text
PROVIDE "SIMPSON" RPS 28 PLATE STRAP @ BOTH PLATES, BOTH SIDES @ INTERUPTED DOUBLE TOP PLATE
AutoCAD SHX Text
5-1/4" x 5-1/2" VSL COLUMN CENTERED BELOW GIRDER TRUSS- SEE STRUCTURAL
AutoCAD SHX Text
"SIMPSON" ECCQ4.62-5.50SDS
AutoCAD SHX Text
3 PLY TRUSS # AG (SEE ROOF FRAMING PLAN AND TRUSS ENGINEERING)
AutoCAD SHX Text
TRUSS AG (3-PLY)
AutoCAD SHX Text
1B
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
2x6 PLATE
AutoCAD SHX Text
REF EL = 109'-1 "18"
AutoCAD SHX Text
T/O DOUBLE TOP PLATE
AutoCAD SHX Text
STEEL BEAM PER PLAN
AutoCAD SHX Text
REF EL = 100'-0"
AutoCAD SHX Text
T/O MAIN FLOOR
AutoCAD SHX Text
"SIMPSON" ECCQ4.62-5.50SDS
AutoCAD SHX Text
CUT SILL PLATE TO CONTINUE VSL COLUMN TO SUBFLOOR
AutoCAD SHX Text
PROVIDE "SIMPSON" RPS 28 PLATE STRAP
AutoCAD SHX Text
PROVIDE "SIMPSON" RPS 28 PLATE STRAP @ BOTH PLATES, BOTH SIDES @ INTERUPTED DOUBLE TOP PLATE
AutoCAD SHX Text
VERSA-LAM COLUMN DTL.
AutoCAD SHX Text
5|" x 5|" VSL COLUMN CENTERED BELOW GIRDER TRUSS- SEE STRUCTURAL
AutoCAD SHX Text
INTERUPTED SILL PLATE
AutoCAD SHX Text
PROVIDE "SIMPSON" MSTC4883 PRE-BENT STRAP @ UNDERSIDE OF RIMJOIST. PROVIDE 12-10d NAILS INTO RIM AND 30-10d NAILS INTO VSL COLUMN
AutoCAD SHX Text
(3) 1-3/4" x 11-7/8" LVL IN FLOOR JOIST SPACE AS SQUASH BLOCK FOR VSL COLUMN ABOVE
AutoCAD SHX Text
ANCHOR VSL COLUMN TO SQUASH BLOCKS THRU RIM JOIST WITH MSTC4883 STRAP PROVIDE 12-10d NAILS INTO BLOCKING AND 30-10d INTO COLUMN.
AutoCAD SHX Text
PROVIDE 10d NAILS @ 3"O.C. THROUGH PLYWOOD SUBFLOOR INTO LVL SQUASH BLOCK
AutoCAD SHX Text
SEE FLOOR FRAMING PLAN FOR DIRECTION OF FLOOR JOISTS
AutoCAD SHX Text
HSS COLUMN PER PLAN
AutoCAD SHX Text
1/4
AutoCAD SHX Text
(2) ["~ A-325 BOLTS EA SIDE (TOTAL OF 4)
AutoCAD SHX Text
STEEL COLUMN PER PLAN
AutoCAD SHX Text
1/4
AutoCAD SHX Text
(2) ["~ A-325 BOLTS EA SIDE (TOTAL OF 4)
AutoCAD SHX Text
INSTALL "SIMPSON" ECCQ4.62-5.50SDS AND ALLOW SPACE FOR HUS28 TRUSS HANGER TO BOTTOM CHORD OF GIRDER
AutoCAD SHX Text
ANCHOR VSL COLUMN TO SQUASH BLOCKS THRU RIM JOIST WITH MSTC4883 STRAP. PROVIDE 12-10d NAILS INTO BLOCKING AND 30-10d INTO COLUMN
AutoCAD SHX Text
STEEL BEAM- SEE STRUCTURAL
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
JOIST TO FOUNDATION DETAIL
AutoCAD SHX Text
8" THICK CONCRETE FOUNDATION WALL PER ENGINEER'S DRAWINGS
AutoCAD SHX Text
PLYWOOD WEB JOIST PER PLAN
AutoCAD SHX Text
34" T&G PLYWOOD GLUED & SCREWED INTO JOISTS AND PLATE
AutoCAD SHX Text
2x EXTERIOR WALL PER PLANS
AutoCAD SHX Text
1/2" ANCHOR BOLTS @ 48" O.C.
AutoCAD SHX Text
VERSA-RIM JOIST
AutoCAD SHX Text
ARCH REF EL = 98'-9 "78"
AutoCAD SHX Text
SITE ELEVATION = 8488.82
AutoCAD SHX Text
T/O MAIN FOUNDATION
AutoCAD SHX Text
ARCH REF EL = 100'-0"
AutoCAD SHX Text
T/O MAIN PLYWOOD SUBFLOOR
AutoCAD SHX Text
SITE EL. = 8490.0'
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
8
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Estimator
109 - office
Carpet 543 sf
Estimator
109 - office
Carpet 281 sf
Estimator
109 - office
Carpet 275 sf
Estimator
109 - office
Carpet 138 sf
Estimator
109 - office
Carpet 524 sf
Estimator
109 - office
Carpet 312 sf
Estimator
109 - office
Carpet 86 sf
Estimator
109 - office
Carpet 39 sf
Estimator
Length Measurement
34'-0"
Estimator
Length Measurement
57'-0"
Estimator
109 - office
Carpet 176 sf
Estimator
109 - office
Carpet 176 sf
Estimator
Length Measurement
5'-10"
Estimator
Length Measurement
3'-11"
Estimator
Length Measurement
6'-7"
Estimator
Length Measurement
4'-0"
Estimator
Length Measurement
4'-0"
Estimator
Length Measurement
15'-0"
Estimator
Length Measurement
0'-10"
Page 9: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at

AG

AE

2

A1

A2

A2

A2

A2

A2

A3

A3

A3

A4

FE

FFFFFFF

GG

G1

C

J

J0

1

J0

2

J01

J02

EJ

EJ

EJ

EJ

EG

1

G2

G3

G3

G3

G4

G4A

G4B

G5

GE1

GE

G

G

G

G

AE

AE

1

A A A

EJE

EJ1

EJ1

EJ1

EJ1

EJ1

EJ1

EG

BE

B

B

B

B

AG1

CS

G C C C C C C C C C C

CS

G1

A1

CA

P

A1

CA

P

A1

CA

P

AC

AP

AC

AP

AC

AP

AC

AP

AC

AP

AC

AP

AC

AP

AC

AP

A1

CA

P

A1

CA

P

A1

CA

P

A1

CA

P

A1

CA

P

A1

CA

P

A1

CA

P

A1

CA

P

CC

AP

CC

AP

CC

AP

CC

AP

CC

AP

CC

AP

CC

AP

CC

AP

CC

AP

CC

AP

CC

AP

CC

AP

AutoCAD SHX Text
A3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
22x30 ATTIC ACCESS
AutoCAD SHX Text
22x30 ATTIC ACCESS
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
D
AutoCAD SHX Text
10'-0" A.F.F.
AutoCAD SHX Text
9'-6" A.F.F.
AutoCAD SHX Text
9'-0" A.F.F.
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
LIVE (SNOW) LOAD
AutoCAD SHX Text
ROOF LOADS:
AutoCAD SHX Text
TOTAL LOAD
AutoCAD SHX Text
DEAD LOAD
AutoCAD SHX Text
=
AutoCAD SHX Text
=
AutoCAD SHX Text
=
AutoCAD SHX Text
55
AutoCAD SHX Text
psf
AutoCAD SHX Text
psf
AutoCAD SHX Text
psf
AutoCAD SHX Text
40
AutoCAD SHX Text
15
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
HEADER SIZE
AutoCAD SHX Text
HEADER KEY:
AutoCAD SHX Text
# OF TRIMMERS & # OF KING STUDS @ EA. SIDE OF OPENING
AutoCAD SHX Text
1T-2K
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
ROOF SLOPE PLAN
AutoCAD SHX Text
OVER FRAMING
AutoCAD SHX Text
OVER FRAME NOTES:
AutoCAD SHX Text
HATCHED AREAS SHALL BE OVER FRAMED WITH A 2x8 (MIN) RIDGE BOARD AND 2x6 (MIN) RAFTERS @ 24" O.C. PROVIDE 2x6 SLEEPERS UNDER ENDS OF RAFTERS IN THE VALLEY AND PLACE 2x4 KICKERS @ 48" O.C. UNDER THE RAFTERS DOWN TO ROOF SHEATHING (ALIGN W/ TRUSSES BELOW). USE (3) 16d TOENAILS @ THE RAFTER-TO- RIDGE BOARD CONNECTION, (3) 16d TOENAILS @ THE RAFTER-TO-SLEEPER CONNECTION, (2) 10d TOENAILS @ THE KICKER-TO-RAFTER CONNECTION AND (2) 16d TOENAILS AT THE KICKER-TO-TRUSS (BELOW ROOF SHEATHING) CONNECTION. BEAR THE KICKERS STRAIGHT DOWN AND KEEP THE BEARING POINTS WITHIN 6" (MIN) OF THE UNDERLYING TRUSSES. (ROOF SHEATHING SHALL REMAIN CONTINUOUS UNDER ALL OVER FRAMING)
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
ROOF FRAMING PLAN
AutoCAD SHX Text
(2) 9 1/2" LVL
AutoCAD SHX Text
'SIMPSON' H2.5T
AutoCAD SHX Text
(1) 2x6 K.S.
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(1) 2x6 K.S.
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(2) 2x6 K.S.
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
TO BE USED ONLY IN PAIRS
AutoCAD SHX Text
'SIMPSON' TBE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
Simpson Strong-Tie
AutoCAD SHX Text
(1) 2x6 K.S.
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
TBE
AutoCAD SHX Text
(2) 2x6 TR
AutoCAD SHX Text
(2) 2x6 K.S.
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
(2) 2x4 TR
AutoCAD SHX Text
(4) 2x4 K.S.
AutoCAD SHX Text
(2) 11 7/8" LVL
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
Simpson Strong-Tie
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(1) 2x6 K.S.
AutoCAD SHX Text
H2.5T
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
(2) 2x6 K.S.
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(2) 2x6 K.S.
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
(4) 2x6 K.S.
AutoCAD SHX Text
(2) 2x6 TR
AutoCAD SHX Text
(2) 11 7/8" LVL
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
LUS26
AutoCAD SHX Text
THJA26
AutoCAD SHX Text
(2) 9 1/2" LVL
AutoCAD SHX Text
(2) 2x4 TR
AutoCAD SHX Text
(3) 2x4 K.S.
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HUS26
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(2) 2x4 POST
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
(2) 2x6 K.S.
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
LS30
AutoCAD SHX Text
T&B
AutoCAD SHX Text
T&B
AutoCAD SHX Text
LS30
AutoCAD SHX Text
HUS28
AutoCAD SHX Text
HGUS26-2
AutoCAD SHX Text
(2) 2x4
AutoCAD SHX Text
(2) H2.5T
AutoCAD SHX Text
1T, 2K
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
1T, 2K
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
F
AutoCAD SHX Text
2x10 RAFTERS @ 16" O.C.
AutoCAD SHX Text
R.S. 4x12 BEAM
AutoCAD SHX Text
R.S. 4x12 RIDGE BEAM
AutoCAD SHX Text
(2) 2x12 RIDGE BD ABV
AutoCAD SHX Text
R.S. 4x12 BARGE RAFTER
AutoCAD SHX Text
4x4 KING POST
AutoCAD SHX Text
11-7/8" LVL LEDGER (BOTTOM @ 8'-1 1/8" A.F.F.) W/ (3) 3/8~x5" LAG SCREWS AND (2) 16d NAILS PER STUD
AutoCAD SHX Text
2PLY 2x8 DF B.C.
AutoCAD SHX Text
2PLY 2x6 SPF B.C.
AutoCAD SHX Text
2PLY 2x6 SPF B.C.
AutoCAD SHX Text
2PLY 2x6 SPF B.C.
AutoCAD SHX Text
(1) 2x4 TR
AutoCAD SHX Text
(2) 2x4 K.S.
AutoCAD SHX Text
(2) 2x6 K.S.
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(4) 2x6 K.S.
AutoCAD SHX Text
(2) 2x6 TR
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
(3) 2x10
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(1) 2x6 K.S.
AutoCAD SHX Text
(1) 2x6 K.S.
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
PITCH CHANGE
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(1) 2x6 K.S.
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(3) 2x6 K.S.
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(2) 2x10
AutoCAD SHX Text
(3) 2x6 K.S.
AutoCAD SHX Text
(2) 2x6 TR
AutoCAD SHX Text
(2) 2x8
AutoCAD SHX Text
(2) 2x6 K.S.
AutoCAD SHX Text
(1 2x6 TR
AutoCAD SHX Text
(4) 2x6
AutoCAD SHX Text
(2) 2x6
AutoCAD SHX Text
(2) "SIMPSON" LTS12
AutoCAD SHX Text
(1) H2.5T
AutoCAD SHX Text
(3) 2x6 STUD WITH
AutoCAD SHX Text
(2) 2x6
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
(3)2x6
AutoCAD SHX Text
5_"x16\" GLU-LAM BEAM
AutoCAD SHX Text
(1) 2x6 TR
AutoCAD SHX Text
(2) 2x6 K.S.
AutoCAD SHX Text
3 PLY 2x8 DF B.C.
AutoCAD SHX Text
1PLY 2x6 SPF B.C.
AutoCAD SHX Text
5|" x 5|" VSL COL.
AutoCAD SHX Text
4.625-5.50 COLUMN CAP ON
AutoCAD SHX Text
"SIMPSON" CCQ
AutoCAD SHX Text
R.S. 4x10 BEAM
AutoCAD SHX Text
(3) 11 7/8" LVL
AutoCAD SHX Text
(2) 11 7/8" LVL
AutoCAD SHX Text
(2) 11 7/8" LVL
AutoCAD SHX Text
(2) 11 7/8" LVL
AutoCAD SHX Text
(3)2x6
AutoCAD SHX Text
R.S. 4x10 BEAM
AutoCAD SHX Text
4x4 KING POST
AutoCAD SHX Text
(2) 4x6 R.S. POSTS
AutoCAD SHX Text
(2) 4x6 R.S. POSTS
AutoCAD SHX Text
HUS26
AutoCAD SHX Text
HUS26
AutoCAD SHX Text
PROVIDE TRUSS TIE-DOWN ANCHORS AS REQ'D TO RESIST TRUSS UP-LIFT REACTIONS SHOWN ON TRUSS DESIGNS. ALL TRUSSES TO HAVE (1) H2.5T UNLESS NOTED OTHERWISE
AutoCAD SHX Text
EXTERIOR WALLS SHALL BE AS FOLLOWS: MAIN FLOOR - 2x6 WOOD STUDS @ 16" O.C. (2x4 WOOD STUDS @ GARAGE)
AutoCAD SHX Text
ROOF SHEATHING: 1/2" CDX PLYWOOD OR O.S.B. W/ 8d NAILS @ 6" O.C. ALONG ALL SUPPORTED PANEL EDGES AND 12" O.C. IN FIELD
AutoCAD SHX Text
KEY NOTES:
AutoCAD SHX Text
PROVIDE ATTIC VENTILATION AND SOFFIT VENTS (MIN NET FREE VENTILATION SHALL NOT BE LESS THAN 1/300 OF THE SPACE VENTILATED W/ 50% OF THE VENTILATION BEING SUPPLIED BY ROOF MOUNTED VENTS @ UPPER 1/3 OF ROOF. THE REMAINDER PROVIDED @ SOFFITS)
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
INTERUPT DBL TOP PLATE AND EXTEND 5|x5|" VSL COLUMNS TO UNDERSIDE OF GIRDER TRUSS
AutoCAD SHX Text
PROVIDE SQUASH BLOCKS IN FLOOR AT COLUMN SUPPORTS AT GIRDER TRUSSES
AutoCAD SHX Text
LUS26
AutoCAD SHX Text
(2) H2.5T
AutoCAD SHX Text
AG
AutoCAD SHX Text
GIRDER TRUSSES:
AutoCAD SHX Text
3 PLY 2x8 DF B.C.
AutoCAD SHX Text
AG1
AutoCAD SHX Text
2 PLY 2x8 DF B.C.
AutoCAD SHX Text
EG
AutoCAD SHX Text
2 PLY 2x6 SPF B.C.
AutoCAD SHX Text
EG1
AutoCAD SHX Text
2 PLY 2x6 SPF B.C.
AutoCAD SHX Text
GG
AutoCAD SHX Text
2 PLY 2x6 SPF B.C.
AutoCAD SHX Text
HUS26
AutoCAD SHX Text
(2) H2.5T
AutoCAD SHX Text
(2) 2x6 STUD WITH
AutoCAD SHX Text
LUS26
AutoCAD SHX Text
(2) 2x4 POST
AutoCAD SHX Text
(2) H2.5T
AutoCAD SHX Text
& 7|" LVL B.C.
AutoCAD SHX Text
(2) 2x6
AutoCAD SHX Text
(2) 2x4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1A
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
PROVIDE 2x6 H.F.#2 RAFTERS AT COVERED ENTRY PORCH. SEE SECTIONS FOR DETAIL.
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
H
AutoCAD SHX Text
1B
AutoCAD SHX Text
S2.1
AutoCAD SHX Text
1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
(2) 2x6
AutoCAD SHX Text
(2) 2x6
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
9
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Page 10: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
WP
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
S
AutoCAD SHX Text
SD
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
SD
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
WP
AutoCAD SHX Text
S
AutoCAD SHX Text
GFI
AutoCAD SHX Text
S
AutoCAD SHX Text
GFI
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
4
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
SD
AutoCAD SHX Text
TV
AutoCAD SHX Text
48"
AutoCAD SHX Text
A.F.F.
AutoCAD SHX Text
S
AutoCAD SHX Text
FP
AutoCAD SHX Text
GFI
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
REF
AutoCAD SHX Text
GFI
AutoCAD SHX Text
MICRO.
AutoCAD SHX Text
S
AutoCAD SHX Text
W
AutoCAD SHX Text
OVEN
AutoCAD SHX Text
DBL.
AutoCAD SHX Text
D
AutoCAD SHX Text
220
AutoCAD SHX Text
220
AutoCAD SHX Text
DISP
AutoCAD SHX Text
S
AutoCAD SHX Text
4
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
PROVIDE ELECTRICAL HOOK-UP TO IN-LINE FAN FOR RANGE
AutoCAD SHX Text
D/W
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
DUPLEX OUTLETS TO BE AT 15" A.F.F. TO < OF BOTTOM OUTLET DUPLEX OUTLETS ABOVE COUNTERTOPS TO BE AT 46" A.F.F. (MAX) WALL SWITCHES TO BE AT 48" A.F.F. (UNLESS NOTED OTHERWISE)
AutoCAD SHX Text
VERIFY LOCATIONS OF ALL ELECTRICAL COMPONENTS WITH CONTRACTOR / OWNER PRIOR TO ELECTRICAL ROUGH-IN
AutoCAD SHX Text
ALL SMOKE DETECTORS T0 BE INTER-CONNECTED WITH BATTERY BACKUP
AutoCAD SHX Text
DUPLEX OUTLET
AutoCAD SHX Text
CEILING OUTLET
AutoCAD SHX Text
CEILING FAN
AutoCAD SHX Text
PENDANT LIGHT FIXTURE
AutoCAD SHX Text
RECESSED WALL WASHER
AutoCAD SHX Text
FLUORESCENT LAMP
AutoCAD SHX Text
RECESSED CAN LIGHT
AutoCAD SHX Text
CEILING FAN SWITCH
AutoCAD SHX Text
FOUR-WAY SWITCH
AutoCAD SHX Text
THREE-WAY SWITCH
AutoCAD SHX Text
SINGLE POLE SWITCH
AutoCAD SHX Text
DIMMER SWITCH
AutoCAD SHX Text
EXHAUST FAN
AutoCAD SHX Text
DISPOSAL
AutoCAD SHX Text
S
AutoCAD SHX Text
4
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
S
AutoCAD SHX Text
NATURAL GAS HOOK-UP
AutoCAD SHX Text
JUNCTION BOX
AutoCAD SHX Text
CHANDELIER
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
GROUND FAULT INTERUPT
AutoCAD SHX Text
WEATHERPROOF OUTLET
AutoCAD SHX Text
220 VOLT OUTLET
AutoCAD SHX Text
THERMOSTAT
AutoCAD SHX Text
DOOR CHIME
AutoCAD SHX Text
SMOKE DETECTOR
AutoCAD SHX Text
TELEPHONE JACK
AutoCAD SHX Text
CABLE T.V. HOOK-UP
AutoCAD SHX Text
GARAGE DOOR OPENER
AutoCAD SHX Text
METER
AutoCAD SHX Text
%%UELECTRICAL SYMBOLS:
AutoCAD SHX Text
WALL MOUNTED FIXTURE
AutoCAD SHX Text
LIGHT FIXTURE
AutoCAD SHX Text
FLOOR OUTLET
AutoCAD SHX Text
SWITCHED OUTLET
AutoCAD SHX Text
J
AutoCAD SHX Text
T
AutoCAD SHX Text
TV
AutoCAD SHX Text
SD
AutoCAD SHX Text
M
AutoCAD SHX Text
220
AutoCAD SHX Text
WP
AutoCAD SHX Text
GFI
AutoCAD SHX Text
CLG
AutoCAD SHX Text
CLG
AutoCAD SHX Text
M
AutoCAD SHX Text
S
AutoCAD SHX Text
WP
AutoCAD SHX Text
GFI
AutoCAD SHX Text
SOFFIT
AutoCAD SHX Text
220
AutoCAD SHX Text
WP
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
WP
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
4
AutoCAD SHX Text
SD
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
F
AutoCAD SHX Text
ELECTRICAL CONTRACTOR SHALL VERIFY LAYOUT OF ALL OUTLETS AND SWITCHES WITH OWNER OR OWNER'S REPRESENTATIVE DURING FRAMING STAGE PRIOR TO INSTALLATION OF ELECTRICAL WIRING.
AutoCAD SHX Text
MAIN LEVEL ELECTRICAL PLAN
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
GFI
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
4
AutoCAD SHX Text
S
AutoCAD SHX Text
4
AutoCAD SHX Text
S
AutoCAD SHX Text
4
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
G
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
S
AutoCAD SHX Text
3
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
FRZR
AutoCAD SHX Text
GFI
AutoCAD SHX Text
CO
AutoCAD SHX Text
SD
AutoCAD SHX Text
CO
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
GAR. DR. OPN'R.
AutoCAD SHX Text
GAR. DR. OPN'R.
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
VERIFY FLOOR OUTLET LOC. WITH OWNER
AutoCAD SHX Text
S
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
PROVIDE SWITCH AND (4) KEYLESS LAMPS IN CRAWL SPACE
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
E1.1
AutoCAD SHX Text
10
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15
Page 11: x 8 6 4 2 x 8 22'-0 8'-0 7'-7 3/4 5'-0 7'-4 1/4 7'-0 15'-0 ... · the geotextile fabric shall be attached directly to the upslope side of wooden posts with 0.5 inch staples in at
AutoCAD SHX Text
ELEVATION: PROVIDE 26 GAUGE GALVANIZED IRON FLASHING AT ALL ROOF PENETRATIONS, ROOF VALLEYS, AND ROOF TERMINATING WALLS. ALL HARDBOARD OR WOOD TRIM AND EXPOSED WOOD TO BE PAINTED OR STAINED (SEE DRAWINGS). WHERE NECESSARY, STEP TOP AND/OR BOTTOM OF FOUNDATIONS AND FOOTINGS TO FOLLOW FINISH GRADE. EXTERIOR PORCH STAIRS TO HAVE 7" (MAX) RISERS AND 11" (MIN.) TREADS.
AutoCAD SHX Text
CONCRETE: MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-0. REFER TO FOUNDATION ENGINEER'S DRAWINGS AND REPORT FOR CONCRETE MIX DESIGNS, REINFORCING AND REQUIRED DETAILS. CALCIUM CHLORIDE SHALL NOT BE ADDED TO CONCRETE.
AutoCAD SHX Text
TIMBER: : ALL WOOD FRAMING SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST ADDITION, RECOMMENDED BY THE "NATIONAL FOREST PRODUCTS ASSOCIATION". SAWN LUMBER FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES UNLESS NOTED OTHERWISE ON PLANS. 2x4 AND SMALLER - HEM FIR - CONSTRUCTION 2x6 AND LARGER - HEM FIR - No. 2 4x AND LARGER - HEM FIR - No. 1 ALL PLYWOOD WEB JOISTS SHALL BE "BCI's" MANUFACTURED BY BOISE CASCADE, OR APPROVED SUBSTITUTE. LUMBER FOR ALL GLUED LAMINATED BEAM MEMBERS "GLULLAM's" (G=L) SHALL BE COMBINATION 24 F-V8, DF/DF, OR BETTER, PER ANSI/AITC A190.1-1992, AMERICAN NATIONAL STANDARD INSTITUTE/AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. D 3737-89a OF THE ASTM. "LAMINATED VENEER LUMBER" BEAMS (LVL) SHALL BE MANUFACTURED BY BOISE CASCADE, Fb - 3200 PSI. SHEATHING PANELS SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE "AMERICAN PLYWOOD ASSOCIATION", AND SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARD PSI-95 OR NATIONAL RESEARCH BOARD REPORT No. NRB-108, LATEST EDITION. ALL ROOF SHEATHING SHALL BE 5/8" THICK GRADE C-D APA RATED SHEATHING EXPOSURE 2. MINIMUM PANEL IDENTIFICATION SHALL BE 40/20. PLYWOOD ROOF NAILING SHALL BE 10d COMMON NAILS @ 4" O.C. (MAX) AT ALL EDGES AND BOUNDARIES, UNLESS NOTED OTHERWISE ON PLANS. NAILING ALONG INTERMEDIATE MEMBERS SHALL BE 12" O.C. (MAX). ALL COMBINED SUBFLOOR-UNDERLAYMENT FLOOR SHEATHING SHALL BE 3/4" TONGUE AND GROOVE VENEER-FACED APA RATED STURD-1-FLOOR EXPOSURE 1 DF OR BETTER. PLYWOOD FLOOR NAILING SHALL BE 10d DEFORMED SHANK NAILS @ 6" O.C. (MAX) AT ALL SUPPORTED EDGES UNLESS NOTED OTHERWISE ON PLANS, NAILING ALONG INTERMEDIATE MEMBERS SHALL BE @ 10" O.C. (MAX). ALL PLYWOOD FOR SHEAR WALLS SHALL BE 1/2" STRUCTURAL 1 APA RATED SHEATHING EXPOSURE 1. ALL PANEL EDGES SHALL BE BACKED WITH (MIN) 2" NOMINAL FRAMING. NAILING SHALL BE PROVIDED WITH 10d COMMON NAILS @ 4" AT PLYWOOD PANEL EDGES AND @ 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. GLUE FLOOR PLYWOOD TO JOISTS PER AMERICAN PLYWOOD ASSOCIATIONS GLUED FLOOR SYSTEM RECOMMENDATION. PROVIDE SOLID BLOCKING AT ALL UNSUPPORTED PLYWOOD EDGES. SOLID BLOCKING SHALL BE (MIN) NOMINAL 2" WIDE x 4" DEEP. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE PLACED WITH 8'-0" DIMENSION PERPENDICULAR TO JOIST FRAMING, STAGGER JOINTS. PANELS TO BE CONTINUOUS OVER (2) OR MORE SPANS. PANEL END JOINTS SHALL OCCUR OVER FRAMING. ALLOW 1/8" SPACING @ PANEL ENDS AND 1/8" AT PANEL EDGES UNLESS RECOMMENDED OTHERWISE BY PANEL MANUFACTURER. DESIGN OR PREFABRICATED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", TPI-95, AND SHALL BE UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN COLORADO. TRUSSES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. PROVIDE CALCULATIONS WITH SEAL AND SIGNATURE OF DESIGN ENGINEER. ALL BOLTS SHALL BE ASTM-307. END OF 'GLULLAM' BEAMS SHALL BE ACCURATELY CUT TO PROVIDE UNIFORM BEARING. ALL PLYWOOD WEB JOIST SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS SHALL MEET OR EXCEED THE DESIGN VALUES OF THE JOISTS AS SPECIFIED ON THESE PLANS. ALL PLYWOOD WEB JOIST BRIDGING, BLOCKING AND OTHER ACCESSORIES SHALL BE FURNISHED BY THE JOIST MANUFACTURER AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, AND AS SHOWN ON PLANS. INSTALL BLOCKING PANELS BETWEEN ALL PLYWOOD WEB JOISTS AT ALL SUPPORTS. SOLID BLOCKING SHALL BE SAME DEPTH AS ADJACENT JOISTS AND NOT LESS THAN 2" NOMINAL THICKNESS UNLESS NOTED OTHERWISE ON PLANS. DOUBLE AND TRIPLE BUILT-UP SOLID SAWN WOOD MEMBERS SHALL BE SPIKED TOGETHER WITH (2) 16d NAILS @ 16" O.C. UNLESS NOTED OTHERWISE ON PLANS. DOUBLE PLYWOOD WEB JOISTS SHALL BE PROVIDED WITH BACKER BLOCKS @ 48" O.C. (MAX) BETWEEN THE JOISTS AND SPIKED TOGETHER THRU THE BACKER BLOCKS. BACKER BLOCKS SHALL BE PROVIDED @ ALL LOCATIONS @ WHICH JOISTS FRAME INTO A DOUBLE PLYWOOD WEB JOIST, AND @ BEARING LOCATIONS. NAILS FOR PLYWOOD SHALL BE COMMON NAILS. BOLT HOLES IN 'GLULLAM' MEMBERS SHALL BE FIELD DRILLED AFTER MEMBERS ARE IN PLACE TO INSURE POSITIVE UNIFORM BEARING. (MIN) NAILING FOR ALL WOOD FRAMING SHALL CONFORM TO TABLE NO 602.3 OF THE INTERNATIONAL BUILDING CODE, 2003 EDITION, UNLESS NOTED OTHERWISE ON PLANS. NOTE: ORIENTED STRAND BOARD (O.S.B.) MAY BE SUBSTITUTED FOR PLYWOOD WHERE PERMITTED BY MANUFACTURERS FOR INSTALLATION OF SPECIFIC PRODUCTS (e.g. ROOFING, FLOORING, STUCCO, ETC.).
AutoCAD SHX Text
FOUNDATION: : ALL FOOTINGS SHALL REST ON SOLID UNDISTURBED SOIL OR AS DIRECTED BY SOIL ENGINEER. NO FOOTING OR FOUNDATION WALL SHALL BE PLACED WITHOUT ENGINEER'S OBSERVATION. NO CONCRETE SHALL BE PLACED IN EXCAVATION CONTAINING WATER OR ON FROZEN GROUND. BACKFILL SHALL BE PLACED AGAINST BOTH SIDES OF WALLS SIMULTANEOUSLY. WALLS HAVING BACKFILL ON ONE SIDE ONLY SHALL NOT HAVE BACKFILL PLACES AGAINST THEM UNTIL THE CONCRETE BASEMENT SLAB AND/OR FIRST FLOOR ARE IN PLACE. FOUNDATION PLAN TO BE PREPARED BY COLORADO LICENSED ARCHITECT OR ENGINEER. REFER TO THE FOUNDATION PLAN AND SOILS REPORT FOR ALL INFORMATION CONCERNING THE FOUNDATION DESIGN, I.E. FOOTING AND PAD SIZES, PIERS, VOIDS, DETAILS, PERIMETER DRAIN, FILL MATERIAL, REINFORCING, ETC. SOILS REPORT TO BE ON HAND AT TIME OF FIRST INSPECTION. MUDSILL SHALL BE 2x4 (MIN) REDWOOD OR PRESSURE TREATED LUMBER ON SILL SEAL WITH 1/2"~ x 10" ANCHOR BOLTS @ 4'-0" O.C. (MAX) AND 1'-0" (MIN) FROM EACH END OF EACH BOARD. MAINTAIN 6" (MIN) EARTH TO WOOD SEPARATION ON EXTERIOR. MAINTAIN 30" (MIN) FROST DEPTH AT ALL FOUNDATION WALLS, FOOTINGS, PADS AND PIERS.
AutoCAD SHX Text
INSULATION: : (MIN) INSULATION REQUIREMENTS ARE AS FOLLOWS: CEILING R-38 CEILING WITH SKYLIGHT R-45 2x4 WALLS R-13 2x6 WALLS R-19 FLOORS OVER OUTSIDE R-38 FLOORS OVER GARAGE R-19 RIM JOIST R-13 CRAWLSPACE R-13 FOUNDATION R-6 PROVIDE POLYETHYLENE VAPOR BARRIER ACROSS THE INSIDE FACE OF STUDS. IN CRAWLSPACES: PROVIDE 6 MIL POLYETHYLENE SHEETS OVER ENTIRE GROUND AREA AND UP THE EXTERIOR FOUNDATION WALLS TO THE MUD SILL.
AutoCAD SHX Text
MISCELLANEOUS: MAINTAIN 6'-8" (MIN) HEADROOM AT ALL BEAMS AND MECHANICAL FURR-DOWNS FOR A (MAX) OF 5'-0". PROVIDE 1/2" TYPE 'X' GYPSUM BOARD UNDER STAIRS IF ENCLOSED AND ACCESSIBLE. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ON CEILING AND COMMON WALL OF GARAGE. ALL CONCRETE WALLS IN FINISHED AREAS SHALL HAVE 1/2" GYPSUM BOARD ON 2x4 FURRING STUDS @ 16" O.C. FURNACE SHALL BE PROVIDED WITH OUTSIDE FRESH AIR. LP GAS BURNING APPLIANCES SHALL NOT BE PERMITTED IN BASEMENTS OR CRAWLSPACES (IF APPLICABLE).
AutoCAD SHX Text
STRUCTURAL STEEL: ALL STEEL SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL" ASTM DESIGNATION A-36 LATEST EDITION UNLESS NOTED OTHERWISE ON PLANS. STEEL PIPES SHALL CONFORM TO ASTM 501, Fy=36 ksi, OR ASTM A-53, TYPES 'E' OR 'S', GRADE B, Fy=36 ksi. STEEL TUBING SHALL CONFORM TO ASTM A-500, GRADE B, Fy=46 ksi. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE AISC "CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. BEAM CONNECTIONS NOT DETAILED IN THE DRAWINGS SHALL BE DESIGNED BE THE STEEL FABRICATOR IN ACCORDANCE WITH TABLES 1 AND 11 OF PART 4 OF THE AISC "MANUAL FOR STEEL CONSTRUCTION", EIGHT EDITION. BEAM REACTIONS NOT SHOWN ON PLANS OR DETAILS SHALL BE COMPUTED FROM THE DESIGN LOADS SHOWN ON THE DRAWINGS. SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE ON PLANS. FIELD CONNECTIONS SHALL BE MADE WITH 3/4"~ ASTM A-307 BOLTS UNLESS NOTED AL A-325 OR HIGHER STRENGTH BOLTS ON PLANS. CONNECTIONS NOTED AS A-325 OR HIGHER STRENGTH SHALL BE MADE WITH ASTM A-325 FRICTION TYPE HIGH STRENGTH BOLTS. EQUIVALENT WELDED CONNECTIONS MAY BE SUBSTITUTED FOR BOLTED CONNECTIONS WITH ARCHITECTS APPROVAL. ALL WELDING SHALL BE DONE BY A CERTIFIED WILDER AND SHALL CONFORM TO "AWS STRUCTURAL WELDING CODE" (AWD D1.1) LATEST EDITION. WELD SIZES NOT OTHERWISE SHOWN SHALL BE (MIN) CONTINUOUS 1/4" FILLET WELD, OR EQUAL TO THE THICKNESS OF THE THINNER MATERIAL, WHICHEVER IS LESS. ALL WELDING SHALL BE DONE WITH AWSA5.1 OR A5.5 E70 XX ELECTRODES. AREAS WITHIN 2" OF FIELD WELDS SHALL NOT BE PAINTED UNTIL AFTER WELDING. FIELD WELDS, BOLT HEADS, NUTS AND OTHER SURFACES NOT SHOP PAINTED AND SURFACES ABRASED DURING SHIPPING OR ERECTION SHALL BE FIELD PAINTED IMMEDIATELY AFTER ERECTION. ALL STEEL SHALL RECEIVE ONE SHOP COAT OF TNEMEC99 OR RUST OLEUM 1069 RED METAL PRIMER.
AutoCAD SHX Text
FLATWORK: PROVIDE 1/2" EXPANSION JOINT AT PERIMETER OF CONCRETE SLABS (FLOOR, PORCH, PATIO, GARAGE APRON, ETC.) AND AT ALL COLD JOINTS, FLUSH WITH SURFACE. PROVIDE CONTROL JOINTS IN CONCRETE SLABS AS NECESSARY. (200 SQUARE FOOT MAXIMUM). ALL UTILITY / MECHANICAL LINES THAT PROJECT THROUGH FLOOR SLABS SHALL BE SLEEVED WITH TWO LAYERS TYPE 15 FELT. ALL INTERIOR FLATWORK SHALL HAVE A TROWEL FINISH. ALL EXTERIOR FLATWORK SHALL HAVE A BROOM FINISH WHICH RUNS PERPENDICULAR TO THE FLOW OF TRAVEL. REFER TO SOILS REPORT FOR REINFORCING AND SLAB FILL. IN HOT WEATHER (70^ OR ABOVE), CURING COMPOUND SHALL BE APPLIED TO THE CONCRETE IMMEDIATELY AFTER FINISHING. IN COLD WEATHER (40^F OR BELOW), PROTECT CONCRETE WITH INSULATED CONCRETE BLANKETS (KEEP AT 70^F).
AutoCAD SHX Text
WINDOW: SIZES AND OPERATIONS OF WINDOWS SUBJECT TO MINIMAL CHANGE. MAINTAIN EGRESS REQUIREMENTS IN BEDROOMS: NET CLEAR OPENABLE AREA OF 5.7 SQ. FT., (MIN) NET CLEAR OPENABLE HEIGHT DIMENSION OF 24", (MIN) NET CLEAR OPENABLE WIDTH DIMENSION OF 20". FINISHED SILL HEIGHT OF NOT MORE THAN 44" A.F.F. GLAZING SHALL BE TEMPERED WHEN THE GLAZING PANEL IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. GLAZING SHALL ALSO BE TEMPERED IN WINDOWS WHERE THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE WALKING SURFACE.
AutoCAD SHX Text
GUARANTEE: ARCHITECT MAKES NO EXPRESSED OF IMPLIED GUARANTEE FOR PRODUCTS IDENTIFIED BY TRADE NAME OR MANUFACTURER.
AutoCAD SHX Text
DIMENSIONS: DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS ARE TO FACE OF STUD OR TO FRAMING UNLESS NOTED OTHERWISE ON PLANS. VERIFY ALL FRAMING DIMENSIONS AT TUB, SHOWER, CABINETS, ETC., TO INSURE PROPER FIT. ALL DIMENSIONS SHALL BE CONFIRMED AND CORRELATED BY THE CONTRACTOR AT THE JOB SITE. IN CASE OF QUESTIONS, THE CONTRACTOR SHOULD NOTIFY THE ARCHITECT FOR FURTHER CLARIFICATION.
AutoCAD SHX Text
SITE WORK: ALL SITE WORK, GRADING, CUTTING, COMPACTION, ETC., SHALL CONFORM TO THE ENGINEERING SOILS REPORT. ALL SURFACE WATER SHALL DRAIN IN A POSITIVE MANNER AWAY FROM THE BUILDING AND OFF THE SITE.
AutoCAD SHX Text
ALL POSTS, COLUMNS AND MULTIPLE STUD COLUMNS SHALL BE BLOCKED SOLID AT FLOOR LEVELS AND NAILED @ 12" O.C. FULL HEIGHT FROM BEAM/HEADER BEARING TO FOUNDATION. WIND BRACING SHALL BE 4x8 SHEETS OF 1/2" CDX PLYWOOD OR 1x4 LET-IN BRACING AT ALL CORNERS AND @ 20'-0" O.C. (MAX). PLYWOOD SHEAR WALLS, WHERE REQUIRED, SHALL BE CONSTRUCTED WITH ALL PANEL EDGES BLOCKED SOLID. USE 8d COMMON NAILS @ 4" O.C. AT PANEL EDGES AND 10" O.C. AT INTERMEDIATE MEMBERS. PLYWOOD SHALL BE 1/2" CDX, 32/16 PANEL INDEX. ALL NAILING SHALL BE IN ACCORDANCE WITH 2009 I.R.C. TABLE 602.3
AutoCAD SHX Text
AS NOTED ON FRAMING PLANS
AutoCAD SHX Text
3/4" T&G PLYWOOD, GLUED & NAILED, 32/16 PANEL INDEX
AutoCAD SHX Text
1/2" CDX PLYWOOD (OR O.S.B.)
AutoCAD SHX Text
7/16" CDX PLYWOOD, 32/16 PANEL INDEX (OR O.S.B.)
AutoCAD SHX Text
FLOOR SHEATHING
AutoCAD SHX Text
WALL SHEATHING
AutoCAD SHX Text
ROOF SHEATHING
AutoCAD SHX Text
AS NOTED ON FRAMING PLANS
AutoCAD SHX Text
HEM-FIR #2 (OR BETTER)
AutoCAD SHX Text
VERSA=LAMS
AutoCAD SHX Text
GLULLAMS
AutoCAD SHX Text
BCI JOISTS
AutoCAD SHX Text
fv = 285
AutoCAD SHX Text
DECK FRAMING
AutoCAD SHX Text
12
AutoCAD SHX Text
fb = 3100 PSI
AutoCAD SHX Text
2800( ) 2.0
AutoCAD SHX Text
a
AutoCAD SHX Text
1150 RMU 1.4
AutoCAD SHX Text
APPLICABLE CODES: ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE GOVERNING CODES AND APPLICABLE STANDARDS.
AutoCAD SHX Text
NOTE TO THE GENERAL CONTRACTOR / BUILDER / TRADES: CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED @ THE JOB SITE, FABRICATION PROCESS AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES, FURNISHING ALL ITEMS REQUIRED FOR THE PROPER EXECUTION / COMPLETION AND SATISFACTORY PERFORMANCE OF ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED, OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. IN CASE OF ANY QUESTIONS OR NEED FOR FURTHER CLARIFICATION OF INFORMATION AND/OR DETAILS, CONTRACTOR SHOULD CONTACT THE ARCHITECT PRIOR TO FURTHER CONSTRUCTION OR FABRICATION OF ITEMS IN QUESTION.
AutoCAD SHX Text
FRAMING: ALL FRAMING LUMBER SHALL BE S4S, KILN DRIED, AND SHALL BEAR MANUFACTURER AND GRADE STAMP, AND SHALL CONFORM TO THE FOLLOWING, (EQUAL OR BETTER)
AutoCAD SHX Text
2x JOISTS, PLATES,RAFTERS, BLOCKING
AutoCAD SHX Text
WESTERN WOODS CONSTRUCTION GRADE
AutoCAD SHX Text
HEM-FIR #2 OR BETTER fc = 825 2x4, 875 2x6 fc = 245 fv = 75
AutoCAD SHX Text
HEM-FIR #2 CONST. GRADE OR WESTERN WOODS CONST. GRADE
AutoCAD SHX Text
HEADERS, COLUMNS
AutoCAD SHX Text
FURRING, NON- STRUCTURAL BLOCKING
AutoCAD SHX Text
STUDS
AutoCAD SHX Text
1000 SMU 1.4
AutoCAD SHX Text
575 SMU 0.9
AutoCAD SHX Text
775 RMU 0.9
AutoCAD SHX Text
975 RMU 1.2
AutoCAD SHX Text
HEM-FIR #2 OR BETTER
AutoCAD SHX Text
REDWOOD OR PRESSURE TREATED LUMBER, CONSTRUCTION GRADE
AutoCAD SHX Text
SPECIES & GRADE
AutoCAD SHX Text
MUDSILL
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
1150 RMU 1.4
AutoCAD SHX Text
950 SMU 0.9
AutoCAD SHX Text
fbE
AutoCAD SHX Text
GENERAL PLUMBING NOTES: ALL PIPING SHALL BE INSTALLED IN INTERIOR WALLS, PARTITIONS OR UNDERGROUND DO NOT INSTALL PIPING IN UNINSULATED SPACES, EXTERIOR WALLS OR IN ATTIC ANY PIPING IN CRAWL SPACES, IF IN DANGER OF FREEZING, SHALL BE INSULATED TO PROTECT FROM FREEZING PROVIDE FLOOR DRAIN AT EVERY WATER HEATER LOCATION. PIPE WATER HEATER RELIEF VALVE TO FLOOR DRAIN, USING A 3/4" COPPER OR GALVANIZED. CONNECT WITH AIR GAP SEAL ANY FIRE RATED WALL OR CEILING PENETRATION WITH CODE APPROVED SEALANT AND APPROVED FITTING TO ENSURE CONTINUITY OF FIRE RATED ASSEMBLY VERIFY THAT LENGTH AND SIZE OF DRYER VENTS WITH ELBOWS MEET THE DRYER MANUFACTURER RECOMMENDATIONS AND COMPLY WITH LOCAL CODES PROVIDE ISOLATION VALVE AT 3/4"~ COLD WATER MAIN ENTERING STRUCTURE AND AT ALL FIXTURE CONNECTIONS INSTALL ONE WATER HAMMER ARRESTOR FURNISH AND INSTALL BACK FLOW PREVENTER AS REQUIRED PER CODE INSTALL 3/4"~ PVC CONDENSATE DRAINS FOR COOLING COILS ON EACH AIR HANDLER PER LOCAL ADOPTED CODE. COORDINATE LOCATION OF PAD MOUNTED CONDENSER COIL WITH OWNER AND CONTRACTOR (IF AIR CONDITIONING OPTION IS SELECTED BY OWNER). PROVIDE CLEAN OUTS AS REQUIRED BY LOCAL CODES PROVIDE HOT WATER CIRCULATION PUMP IF SELECTED AS AN OPTION BY THE OWNER.
AutoCAD SHX Text
%%USTUCCO:
AutoCAD SHX Text
APPLY PORTLAND CEMENT SCRATCH / BROWN AND ELASTOMERIC FINISH COATS TO FIBERGLASS MESH ON BUILDING PAPER ATTACHED TO SHEATHING. PROVIDE CASING BEADS, CORNER BEADS, WEEP SCREEDS, EXPANSION JOINTS, CONTROL JOINTS, LATH, ETC. AS REQUIRED TO PROVIDE INDUSTRY STANDARD AND CODE COMPLIANT STUCCO FINISH. COORDINATE FLASHING AND SEALANTS AS REQUIRED FOR PROPER MOISTURE PROTECTION. APPLY PORTLAND CEMENT BROWN COAT WITH TEXTURE AS SELECTED BY OWNER. APPLY ACRYLIC ELASTOMERIC FINISH COAT. COLOR AND FINISH AS SELECTED BY OWNER.
AutoCAD SHX Text
DECKING: COMPOSITE DECK MATERIALS AND THICKNESS SHALL BE ICC APPROVED. HANDRAILS: STAIRS WITH 4 OR MORE RISERS REQUIRE HANDRAILS INSTALLED BETWEEN 34-38" ABOVE LANDING AND NOSING OF THE STAIR TREADS. THE GRIP OF THE HANDRAIL CANNOT BE LESS THAN 1-1/4" OR MORE THAN 2" IN DIAMETER. HANDRAILS MAY BE CONSTRUCTED OF 2x3 OR GREATER MATERIAL PLACED ON END AND PROVIDED WITH A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE HANDRAIL PROFILE. GUARDRAILS: PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE SHALL HAVE GUARDRAILS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDRAILS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. REQUIRED GUARDRAILS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NO ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER EXCEPT THAT THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARDRAIL AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6" CANNOT PASS THROUGH AND OPENINGS FOR REQUIRED GUARDRAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. LEDGERS: LEDGER BOARDS SHALL BE WEAHER PROTECTED BY AN APPROVED METHOD ("ZEE" FLASHING). LEDGERS MAY ONLY BE ATTACHED TO THE CANTILVER OF A HOUSE IF THE FLOOR JOISTS ARE SECURED TO THE RIM WITH INVERTED HANGERS AND AS ADDITIONALLY DETAILED IN THESE DRAWINGS. NAILS AND SCREWS: WOOD SCREWS AND NAILS MAY BE USED TO ATTACH DECKING TO JOISTS. NAILS SHALL BE USED FOR THE INSTALLATION OF HANGERS (NO SCREWS ALLOWED). END NAILING OR TOE NAILING OF JOISTS IS NOT ALLOWED - USE FULL HEIGHT HANGERS FOR ALL CONNECTIONS.
AutoCAD SHX Text
%%uDECKS:
AutoCAD SHX Text
THERMAL AND MOISTURE PROTECTION FLASHING: IN ADDITION TO COMPLYING WITH PERTINENT CODES AND REGULATIONS, FLASH ALL VALLEYS, RIDGES, WINDOWS, DOOR HEADS, JOINTS OF DISSIMILAR MATERIALS, LOCATIONS SPECIFIED IN THE DRAWINGS AND ANY OTHER LOCATION NECESSARY TO PREVENT THE PENETRATION OF MOISTURE INTO THE STRUCTURE. INSTALL FLASHING AND SHEET METAL USING MATERIALS AND METHODS AS RECOMMENDED IN THE CURRENT EDITION OF THE "ARCHITECTURAL SHEET METAL MANUAL" PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). A. ALUMINUM FLASHING SHALL CONFORM TO ASTM B209, AND BE MINIMUM 0.016" THICK STANDARD BUILDING SHEET OF PLAIN FINISH. B. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A526, 0.20% COPPER, 26 GAUGE (0.0179"); ASTM A525, DESIGNATION G 90 HOT-DIP GALVANIZED, MILL PHOSPHATIZED. C. BACK PAINT FLASHINGS WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR METALS, OR WHERE HEADLAPS OCCUR. D. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. E. ROOF VALLEY FLASHING SHALL BE PROVIDED OF NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSION-RESISTANT METAL OR COPPER AND SHALL EXTEND AT LEAST 11" FROM THE CENTER LINE EACH WAY AND SHALL HAVE THE FLOW LINE FORMED AS PART OF THE FLASHING. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4". ROOF DRAINAGE SYSTEM A. GUTTER: 3 3/4" DEEP X 5" WIDE (BACK 3" HIGH MINIMUM) ROUND "STYLE K". 26 GAUGE GALVANIZED STEEL. PROVIDE A 5/8" WIDE EXPANSION JOINT AT 50 FT. MAXIMUM INTERVALS. B. HANGER BRACKET/STRAP SUPPORTS: FASCIA MOUNTED CONCEALED GALVANIZED STEEL BRACKET 3/16" THICK X 1" WIDE AT 3 FT. O.C. AND ONE AT EVERY DOWNSPOUT LOCATION. BRACKET THICKNESS SHALL NOT BE LESS THAN TWICE THE GUTTER THICKNESS. C. DOWN SPOUTS: 4" PLAIN RECTANGULAR. 26 GAUGE GALVANIZED STEEL. EMBEDDED, HINGED AND WIRE WRAPPED HANGERS OF 24 GAUGE GALVANIZED STEEL. TWO PER DOWNSPOUT MINIMUM AND 8 FT. O.C. MAXIMUM. ASPHALT SHINGLE ROOFING A. ROOFING UNDERLAYMENT: ONE LAYER OF 15-POUND-PER-SQUARE UNPERFORATED ASPHALT-SATURATED RAG FELT MEETING ASTM STANDARD D-226-81. PROVIDE A MINIMUM 2" HEAD LAP, 6" SIDE LAP AND DOUBLE AT VALLEYS UNDER ALL ROOFS. B. SHINGLES: 1. PROVIDE U/L CLASS A, TWENTY-FIVE YEAR WARRANTY, SEAL-DOWN ASPHALT FIBERGLASS SHINGLES (MINIMUM NOMINAL WEIGHT OF 235 POUNDS PER SQUARE) MEETING THE FOLLOWING STANDARDS: a. ASTM STANDARDS D3018-82 TYPE I, D3462-83, E108-83, D3161-81. b. FEDERAL SPECIFICATIONS SS-S-294A TYPE I AND SS-S-001534 CLASS A TYPE I. 2. MANUFACTURERS: CERTAINTEED, ELK ROOFING PRODUCTS, GAF CORPORATION, GEORGIA-PACIFIC, MANVILLE CORPORATION, OWENS/CORNING FIBERGLASS, OR APPROVED EQUAL. 3. COLORS AND PATTERN SHALL BE CHOSEN FROM THE APPROVED MANUFACTURER'S STANDARD LINE. C. FASTENERS 1. NAILS: HOT GALVANIZED OR ALUMINUM 12 GA. BARBED SHANK, 3/8" HEAD, SHARP POINTED STANDARD 1" OR OF SUFFICIENT LENGTH TO PENETRATE AT LEAST 3/4" INTO SOLID DECKING, OR TO PENETRATE THROUGH PLYWOOD SHEATHING. 2. STAPLES: PNEUMATICALLY APPLIED, ZINC-COATED, 16-GAUGE WITH MINIMUM CROWN WIDTH 15/16" AND OF SUFFICIENT LENGTH TO PENETRATE AT LEAST 3/4" INTO SOLID DECKING, OR TO PENETRATE THROUGH PLYWOOD SHEATHING. D. VENTILATORS: ROOF VENTILATORS AND UNDEREAVE VENTILATORS SHALL BE BY LEIGH VENTILATORS OR APPROVED EQUAL. COLORS AND STYLES SUBJECT TO APPROVAL BY THE OWNER. SIZES AS SPECIFIED IN THE DRAWINGS. E. PLASTIC CEMENT: TO MEET FEDERAL SPECIFICATION SS-C-153C, TYPE II. F. ROOF LOADING: BEFORE ROOF SHINGLE INSTALLATION STACK SHINGLES ON ROOF AS RECOMMENDED BY THE MANUFACTURER.
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
5315 GERMAINE CT.
AutoCAD SHX Text
CHARLES W. RUNGE, JR., ARCHITECT
AutoCAD SHX Text
FAX: (719) 260-0021
AutoCAD SHX Text
PHONE: (719) 260-0039
AutoCAD SHX Text
COLORADO SPRINGS, CO 80919
AutoCAD SHX Text
RUNGE ARCHITECTURE
AutoCAD SHX Text
THE
AutoCAD SHX Text
WILDNERNEST
AutoCAD SHX Text
VI
AutoCAD SHX Text
1540
AutoCAD SHX Text
12/2/15
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
of 11
AutoCAD SHX Text
ALL PLANS, DESIGNS AND CONCEPTS
AutoCAD SHX Text
SHOWN IN THESE DRAWINGS ARE THE
AutoCAD SHX Text
EXCLUSIVE PROPERTY OF RUNGE
AutoCAD SHX Text
ARCHITECTURE AND SHALL NOT BE
AutoCAD SHX Text
USED, DISCLOSED OR REPRODUCED
AutoCAD SHX Text
OUT WRITTEN PERMISSION FROM THE
AutoCAD SHX Text
ARCHITECT. COPYRIGHT 2015
AutoCAD SHX Text
FOR ANY REASON WHATSOEVER WITH-
AutoCAD SHX Text
c
AutoCAD SHX Text
WOODLAND PARK, CO
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
1225 COTTONTAIL TRAIL
AutoCAD SHX Text
N1.1
AutoCAD SHX Text
11
AutoCAD SHX Text
RUNGE, JR.
AutoCAD SHX Text
CHARLES W.
AutoCAD SHX Text
B-2847
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
12/2/15