HomeMy WebLinkAbout5359 Pierson CourtCity of Wheat Ridge
Single Family - New PERMIT - 202100768
PERMIT NO: 202100768 ISSUED: 06/02/2021
JOB ADDRESS: 5359 Pierson Ct EXPIRES: 06/02/2022
JOB DESCRIPTION: Station 53 -New single family townhome with attached garage Lot 30 Block 2
*** CONTACTS ***
OWNER ( 3 0 3) 915-4340
WONDERLAND HOMES
GC (303)567-7630
KOLBY O'HERRON
202128 WONDERLAND HOMES
SUB (303)978-1051
TODD WOODFORD
070071 C&T PLUMBING LLC
SUB (303)650-3393
LAWRENCE GILL
022483 GILL ELECTRIC
SUB (303)289-3441
ROBERT D. GROSS,
SR.
019659 R&R HEATING & COOLING, INC
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE: UA / Unassigned
SUBDIVISION CODE:
2320 / APPLERIDGE
ESTATES, STANDLEY H BLOCK/LOT#: /
*** FEE SUMMARY ***
ESTIMATED
PROJECT VALUATION: 272,334.60
FEES
Total Valuation
0.00
Plan Review Fee
120.00
Use Tax
51719.03
Permit Fee
21247.90
Engin. Review Fee
0.00
** TOTAL **
81086.93
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
No C.O. may be issued until public improvements are complete as identified in the
Subdivision Improvement Agreement.
All landscaping shall be installed in accordance with the approved landscape plan (Case No.
WZ-18-13) prior to C.O. and pursuant to the phasing identified in the Subdivision
Improvement Agreement. Per the SIA, installation of landscaping, street trees, and
irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs
outside of the planting season, generally October to June, and a landscape escrow will be
required.
As part of the foundation inspections and PRIOR TO proceeding with any further
construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation
Certification shall be submitted to the City for review. The certification form shall be
fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating
that the foundation was constructed in compliance with all applicable minimum setback and
elevation requirements of the City.
1* � 4 41'
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Single Family - New PERMIT - 202100768
202100768 ISSUED: 06/02/2021
5359 Pierson Ct EXPIRES: 06/02/2022
Station 53 -New single family townhome with attached garage Lot 30 Block 2
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any
�pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
06/02/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
PLANT SCHEDULE:
KEY
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
HEIGHT
WIDTH
WATER
ORNAMENTAL TREES
AFM
Acer ginnala
Amur Flame Maple
2-2.5" cal.
as shown
15-20,
15-20'
M
EVERGREEN SHRUBS
DMP
Pinus mugo 'Pumilo'
Dwarf Mugo Pine
#5
4' o.c.
3-4'
3-4'
L
DECIDUOUS SHRUBS
GMC
Ribes alpinum'Green Mound'
Green Mound Currant
#5
3' o.c.
3'
3'
L
KDG
Cornus sericea 'Kelseyii'
Kelsey Dogwood
#5
3' o.c.
2-3'
2-3'
M
DGM
Acer ginnala'Compacta'
Dwarf Ginnala Maple
#5
6' o.c.
8'
8'
M
TLS
Rhus trilobata
Three -Leaf Sumac
#5
4' o.c.
3-4'
3-4'
L
KSV
Viburnum carlesii
Koreanspice Viburnum
#5
4' o.c.
4-5'
4-6'
M
PLS
Prunus x cistena
Purple Leaf Sand Cherry
#5
6' o.c.
6-8'
4-6'
M
ORNAMENTAL GRASSES
LBS
Schizachyrium scoparium'The Blues'
The Blues Little Bluestem
#1
2' o.c.
30-40"
2'
L
MDG
Miscanthus sinensis'Gracillimus'
Maiden Grass
#1
4' o.c.
4-5'
2-5'
L
DFG
Pennisetum alopecuroides 'Hameln'
Hardy Fountain Grass (Dwarf)
#1
2' o.c.
2-3'
2'
L
PERENNIALS
PEN
Penstemon strictus
Rocky Mountain Penstemon
#1
18" o.c.
12-24"
12-18"
L
SHS
Agastache rupestris
Sunset Hyssop
#1
18" o.c.
24-36"
24-36"
L
Reviewed for Zoning Compliance by the
City of Wheat Ridge Planning Division =-
APPROVED
BY:
DATE: ' 4/28/2021
COMMENTS:
MATERIAL SPECIFICATIONS & NOTES:
1. ORGANIC SOIL AMENDMENTS: TILL FOUR (4) CUBIC YARDS OF ORGANIC SOIL AMENDMENT, TO A DEPTH OF SIX (6) INCHES, FOR EACH 1,000 SQUARE FEET OF SOIL
PREPARATION IN ALL LANDSCAPE AREAS, INCLUDING ALL TURF, NATIVE SEED, TREE, SHRUB PLANTING BEDS IN THEIR ENTIRETY, ANNUAL, VINE, AND GROUNDCOVER AREAS (IF
APPLICABLE), AS WELL AS ALL TREE LAWNS AND RIGHT-OF-WAYS ADJACENT TO THE PROPERTY. THE ORGANIC SOIL AMENDMENT SHALL BEA CLASS I OR II COMPOST THAT
MEETS THE U.S. COMPOSTING COUNCIL'S TESTING REQUIREMENTS. THE COMPOST MUST BE PRODUCED ATA COMPOSTING FACILITY THAT MEETS U.S. EPA 40 CFR 503.13
REQUIREMENTS (TABLES 1 & 3 LEVELS) FOR THE PRODUCTION AND MARKETING OF CLASS A MATERIAL FOR UNRESTRICTED USE AND DISTRIBUTION.
2. ORGANIC FERTILIZER AND SOIL CONDITIONERS: CONTRACTOR WILL UTILIZE GRANULAR ENDO MYCORRHIZAE, MENEFEE GRANULAR HUMATE AND BIOSOL FORTE (7-2-1)
AS PART OF THE PLANTING PROCESS FOR ALL TREES, SHRUBS, PERENNIALS, GRASSES, VINES AND SEEDED AREAS. FOLLOW APPLICATION RATES AS SPECIFIED BY THE
MANUFACTURERS AVAILABLE APPLICATION INSTRUCTION SHEETS OR AS INSTRUCTED BY THE CLIENT OR THEIR REPRESENTATIVES.
RECOMMENDED SUPPLIER: ROCKY MOUNTAIN BIO PRODUCTS, 10801 E. 54TH AVENUE, DENVER, CO 80239.
3. TURF SOD: LONG-TERM DROUGHT TOLERANT KENTUCKY BLUEGRASS BLEND. RECOMMEND GRAFF'S TREE FARM (GTF) 4 -WAY BLEND, GREEN VALLEY TURF COLORADO
BLUE TM, OR APPROVED EQUAL.
4. WOOD MULCH: SHREDDED WOOD MULCH SHALL BE INSTALLED IN ALL PLANTING AREAS NOT SPECIFIED WITH ROCK MULCH.
WOOD MULCH FOR TREES AND SHRUB BEDS WILL BE "CASCADE CEDAR MULCH", A DISTINCTIVE LOOKING WOOD MULCH MEDIUM BROWN IN APPEARANCE WITH A FINE
TEXTURED "HAIR-LIKE" LOOK. THE WOOD FIBERS WILL BE APPROXIMATELY 1 ''/2" - 3'/2" IN LENGTH AND BE UNIFORM IN APPEARANCE. THIS MULCH IS IDEAL FOR HIGH WIND
AREAS AS IT FORMS A DENSE MAT WHICH HELPS TO LOCK IT TOGETHER AND STAY IN PLACE. MINIMUM DEPTH OF MULCH WILL BE THREE (3) INCHES IN SHRUB BEDS. MULCHED
BED AREAS WILL INCLUDE WEED CONTROL FABRIC.
5. ROCK MULCH: 1 1/2" MOUNTAIN RIVER ROCK MULCH OVER WEED BARRIER FABRIC. INSTALL TO A DEPTH OF (3") THREE INCHES WHERE SPECIFIED.
6. COBBLE MULCH: 3"-6" MOUNTAIN GRANITE COBBLE OVER WEED BARRIER FABRIC.
7. NATIVE SEED: REFER TO THE CITY OF WHEAT RIDGE'S NATIVE SEEDING STANDARDS.
8. LANDSCAPE EDGER: EDGER TO BE 3/16"x6" HOT -DIPPED GALVANIZED METAL EDGING WITH AN INTEGRATED HOT -DIPPED GALVANIZED TAPERED METAL STAKING SYSTEM (4
STAKES PER SECTION). COLOR: BLACK
9. WEED BARRIER FABRIC: WEED BARRIER FABRIC SHALL BE A NONWOVEN GEOTEXTILE COMPOSED OF POLYPROPYLENE FIBERS.
THE CONTRACTOR SHALL USE MIRAFI MSCAPE OR APPROVED EQUAL.
10. IRRIGATION: A BELOW -GROUND FULLY -AUTOMATED IRRIGATION SYSTEM WILL BE INSTALLED IN ALL LANDSCAPED AREAS UTILIZING WATER -CONSERVING SYSTEMS SUCH
AS TRICKLE (DRIP) IRRIGATION TO WATER ALL SHRUBS AND TREE PLANTINGS. RAIN SENSORS WILL BE USED TO AUTOMATICALLY SHUT DOWN THE IRRIGATION SYSTEM DURING
PERIODS OF HIGH MOISTURE. TO MAXIMIZE WATER USE EFFICIENCY, THE IRRIGATION SYSTEM WILL BE DESIGNED WITH A HIGH APPLICATION EFFICIENCY AND WITH ZONES THAT
CORRESPOND TO THE DIFFERING WATER REQUIREMENTS OF PLANTING AREAS. BACKFLOW CONTROL DEVICES SHALL BE LOCATED OR SCREENED SO THAT THEY ARE NOT
VISIBLE FROM PUBLIC STREETS OR PARKING LOTS. SPRAY OVER WALKWAYS AND ROADWAYS WILL BE MINIMIZED FOR PEDESTRIAN COMFORT, SAFETY AND WATER
CONSERVATION.
11. MAINTENANCE AND IRRIGATION: THE LANDSCAPED AREAS, INCLUDING ALL ADJACENT ROW LANDSCAPE, WILL BE MAINTAINED BY THE DEVELOPER OR ASSIGNS.
ALL ON -LOT LANDSCAPE WILL BE IRRIGATED AND MAINTAINED BY THE LOT OWNER. MAINTENANCE REQUIREMENTS WILL MEET THOSE ADOPTED FOR THE COMMON AREA AND
RIGHT OF WAY LANDSCAPES.
12. SIGHT TRIANGLES: ON CORNER LOTS, LANDSCAPE MATERIAL OVER THIRTY (30) INCHES IN HEIGHT WILL NOT BE PLANTED WITHIN THE SIGHT TRIANGLE ESTABLISHED FOR
THE ADJACENT INTERSECTION EXCEPT FOR TREES WITH BRANCHES AND FOLIAGE REMOVED TO A HEIGHT OF SEVEN (7) FEET ABOVE THE GROUND.
13. MINIMUM PLANTING DISTANCES: DECIDUOUS TREES WILL BE PLANTED A MINIMUM SIX (6) FEET FROM SIDEWALKS AND PLANTING BEDS. EVERGREEN TREES WILL BE
PLANTED A MINIMUM 10 FEET FROM SIDEWALKS AND PLANTING BED EDGES. DECIDUOUS TREES WILL BE LOCATED A MINIMUM SIX (6) FEET FROM EDGE OF BUILDINGS;
EVERGREEN TREES A MINIMUM OF 10 FEET. SHRUBS WILL BE PLANTED A MINIMUM FOUR (4) FEET FROM SIDEWALKS, PLANTING BED EDGES, EDGE OF BUILDINGS OR ONE-HALF
THEIR MATURE WIDTH, WHICHEVER IS GREATER. SPACING FOR PLANT PLACEMENT WILL BE MEASURED FROM THE CENTERLINE OF THE PLANT.
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STANDARDS: HTTPS://WWW.Cl.WHEATRIDGE.CO.US/487/CIVIL-ENGINEERING-RESOURCES
- I R) T� BAG
PFnI
TRANSFORMER,
RE: ELECTRICAL
8 DMP
3 KDG
=I
ALLEY - TRACT E
LANDSCAPE PLAN - 4-PLEX BLOCK 2, LOTS 31 -34
SCALE: 111= 8'
PLANTING LEGEND:
DECIDUOUS SHADE TREE
MATERIAL LEGEND:
STEEL EDGER
5' NO PLANT ZONE
OC CONCRETE PAVING
1/8" X 6" X 10' ROLLED TOP STEEL POWDER COATED
BLACK INSTALLED FLUSH WITH GRADE ANCHORED WITH
(4)14" STAKES PER LENGTH
ALL RESIDENCES INCLUDE THE REQUIRED 5'
"NO PLANT ZONE" OFFSET FOR ALL BUILDING FOUNDATIONS.
4" GREY CONCRETE WITH LIGHT BROOM FINISH
EVERGREEN TREE DOD° DDD° i
RIVER COBBLE 24HORIZON DECORATIVE ROCK BY PIONEER SAND
COMPANY. (303) 340-1440. BORDER WITH STEEL EDGER
WHEN LOCATED ADJACENT TO SOD OR MULCH PLANTING
ORNAMENTAL TREE SOD KENTUCKY BLUEGRASS.
EVERGREEN SHRUB WOOD MULCH 3" DEPTH NON -DYED CEDAR MULCH BY PIONEER SAND
COMPANY. (303) 340-1440
DECIDUOUS SHRUB LANDSCAPE (BY OTHERS) REFER TO QUAIL RUN OVERALL LANDSCAPE PLANS
BY REDLANDS (720) 283-6783
i..
ORNAMENTAL GRASS
PERENNIALS
NOTES:
1. REFER TO CIVIL ROADWAY DRAWINGS FOR ALL CURB,
CURB RAMP, SIDEWALK LAYOUT, AND
GRADING INFORMATION UNLESS OTHERWISE NOTED.
2. REFER TO ELECTRICAL DRAWINGS FOR LOCATION
AND DETAIL OF LIGHT POLES AND ELECTRICAL
STRUCTURES.
3. ALL RESIDENCES INCLUDE A 5"'NO PLANT ZONE"
OFFSET FOR ALL BUILDING FOUNDATIONS.
LANDSCAPE CALCULATIONS:
BUILDING:
3,385 SF
55%
DRIVEWAYS:
362 SF
6%
LANDSCAPE:
2,358 SF
39%
TOTAL SITE:
6,105 SF
100%
7 :7
0 4 8 16
SCALE: 1"= 8'
NORTH
CLIENT:
WONDERLAND HOMES
8246 NORTHFIELD BOULEVARD
BUILDING J, SUITE #2600
DENVER, CO 80238
303.567.7644
WWW.WONDERLANDHOMES.COM
CONSULTANT:
OXBOW DESIGN COLLAB.,LTD.
802 E. 19TH AVENUE, UNIT A
DENVER, CO 80218
720.465.6168
WWW.OXBOWDBC.COM
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ISSUE
DATE: 04-14-2021
DRAWN: JY
REV: # DATE:
REVIEWED: DG
DESCRIPTION:
PROJECT NUMBER: 000014
LANDSCAPE
PLAN
SHEET NUMBER:
L100
L200
SHRUB PLANTING DETAIL
SCALE: N.T.S.
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NOTE:
DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN
'
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CONFORMANCE WITH COLORADO NURSERY ACT
REQUIREMENTS. HOLD MULCH GRADE 1" BELOW
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EDGE OF WALK, EDGING OR CURB.
CONCRETE CURB, EDGING, OR SIDEWALK
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3'-4' SETBACK
PRUNE ALL DAMAGED OR DEAD WOOD
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AFTER PLANTING AND MULCHING
SET SHRUB AT GRADE GROWN IN CONTAINER
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OR GROWN IN NURSERY. SET TOP OF JUNIPER'S
�- ROOTBALL TO FINISH GRADE OF MULCH
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APPLY SPECIFIED MULCH AT 3" DEPTH
a �
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=mo®=
SCORE CONTAINER ROOTBALLS WITH
ENCIRCLING ROOTS
FILL PLANT PIT WITH SPECIFIED BACKFILL
MIX. SEE SPECIFICATIONS FOR COMPOSITION
REMOVE CONTAINER. PLACE ROOTBALL ON
UNDISTURBED SOIL
BALL DIA. + 12"
SHRUB PLANTING
NOT TO SCALE
WHEgT
CITY OF WHEAT RIDGE
L-AO1 SHRUB DETAIL
CODE
"' DEPT. OF PUBLIC WORKS
SHRUB PLANTING I
ENGINEERING DIVISION
cOCORO APPROVED BY: SNN 06/07
L200
SHRUB PLANTING DETAIL
SCALE: N.T.S.
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SHRUBS, GROUNDCOVERS,
PERENNIALS OR ANNUALS
CURB, EDGE OF PAVEMENT OR WALL
PLANT SPACING DETAIL
SCALE: N.T.S.
DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD
AFTER PLANTING AND STAKING. KEEP ANY PRUNING TO A
MINIMUM.
SPECIFIED TREE STRAP COLLAR, DO NOT TWIST.
14 GUAGE GALV. WIRE WITH 1/2" 0 X 18" WHITE PVC PIPE ON
WIRE. STAPLE WIRE TO POST TO PREVENT THE WIRE FROM
SLIPPING. INSTALL AT PROPER HEIGHT AS SHOWN.
ONE WOOD STAKE/POST 6/8/10' IN HEIGHT, DEPENDANT ON
TREE SIZE. DRIVE 24" INTO UNDISTURBED SUBGRADE
OUTSIDE PLANTING PIT. DO NOT PENETRATE ROOT BALL
WITH POST. PLACE POST IN LINE WITH PREVILING WIND ON
WINDWOOD SIDE.
PLANT TREE 1" ABOVE FINISHED GRADE, ENSURE THAT TOP
OF ROOT FLARE IS VISIBLE.
APPLY ORGANIC MULCH AROUND TREE TO A MINIMUM OF 3'
RADIUS FROM TRUNK, FORMING A RING TO A DEPTH OF 4".
DO NOT PILE MULCH AROUND TREE TRUNK AND NO MORE
THAN 1" DEEP ON TOP OF ROOT BALL.
2" HIGH WATER BASIN WITH MULCH OR SOIL, TYP. REMOVE
BASIN UPON SODDING IN IRRIGATED AREA
BACKFILL HOLE WITH EXCAVATED NATIVE SOIL. COMPOST
AND MYCORRHIZAE SHOULD BE ADDED TO AMEND SOIL.
(DEPENDING ON SITE CONDITIONS.)
REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL
REMOVE TREE BASKET OR CONTAINER. REMOVE ANY
NURSERY STAKES.
INITIAL STABILIZING BACKFILL TO 1/3 DEPTH, LIGHTLY
COMPACTED NATIVE SOIL AROUND ROOT BALL TO
STABILIZE..
SET ROOT BALL ON UNDISTURBED SUBGRADE TO
PREVENT SETTLING. DO NOT COMPACT SUBGRADE.
CONIFEROUS TREE PLANTING
NOT TO SCALE
NOTE:
• NEED FOR ADDITIONAL POSTS DEPENDANT ON SITE
LOCATION AND SIZE OF TREE
• REMOVE POST AFTER ONE GROWING SEASON
• WOOD MULCH ONLY, NO ROCK OR INORGANIC MULCH
LIKE RUBBER OR PLASTICS
PREVAILING WIND DIRECTION
GUYING DETAIL
41 DETAIL
City of L-1302 CONIFER TREE
"� Wheat�dge CODE
CONIFEROUS TREE PLANTING L
ENGINEERING DIVISION &
PARKS, FORESTRY AND OPEN SPACE DIVISION
APPROVED BY: KR & AB APPROVE DATE 7/20
EVERGREEN TREE PLANTING DETAIL
L200_,) SCALE: N.T.S.
CV
SOD MAT EVEN WITH TOP OF EDGER
SPECIFIED MULCH AT SPECIFIED
DEPTH.
PTH STEEL EDGER,
6" X 10' ROLLED TOP STEEL POWDER
ED BLACK INSTALLED FLUSH WITH GRADE
ORED WITH (4) 14" STAKES PER LENGTH
3TURBED GRADE
s `, STEEL EDGER DETAIL
` SCALE: N.T.S.
DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER
PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES.
KEEP ANY PRUNING TO A MINIMUM.
SPECIFIED TREE STRAP COLLAR, DO NOT TWIST.
14 GUAGE GALV. WIRE WITH 1/2" 0 X 18" WHITE PVC PIPE ON WIRE.
STAPLE WIRE TO POST TO PREVENT THE WIRE FROM SLIPPING.
INSTALL AT PROPER HEIGHT AS SHOWN.
ONE WOOD STAKE/POST 6/8/10' IN HEIGHT, DEPENDANT ON TREE SIZE
DRIVE 24" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT. DO
NOT PENETRATE ROOT BALL WITH POST. PLACE POST IN LINE WITH
PREVILING WIND ON WINDWOOD SIDE.
PLANT TREE 1" ABOVE FINISHED GRADE, ENSURE THAT TOP OF ROOT
FLARE IS VISIBLE.
APPLY ORGANIC MULCH AROUND TREE TO A MINIMUM OF T RADIUS
FROM TRUNK, FORMING A RING TO A DEPTH OF 4". DO NOT PILE
MULCH AROUND TREE TRUNK AND NO MORE THAN 1" DEEP ON TOP
OF ROOT BALL.
2" HIGH WATER BASIN WITH MULCH OR SOIL, TYP. REMOVE BASIN
UPON SODDING IN IRRIGATED AREA
BACKFILL HOLE WITH EXCAVATED NATIVE SOIL. COMPOST AND
MYCORRHIZAE SHOULD BE ADDED TO AMEND SOIL. (DEPENDING
ON SITE CONDITIONS.)
REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL. REMOVE
TREE BASKET OR CONTAINER. REMOVE ANY NURSERY STAKES.
INITIAL STABILIZING BACKFILL TO 1/3 DEPTH, LIGHTLY
COMPACTED NATIVE SOIL AROUND ROOT BALL TO STABILIZE..
SET ROOT BALL ON UNDISTURBED SUBGRADE TO PREVENT SETTLING.
DO NOT COMPACT SUBGRADE.
DECIDUOUS TREE PLANTING
NOT TO SCALE
NOTE:
• NEED FOR ADDITIONAL POSTS DEPENDANT ON SITE PREVAILING WIND DIRECTION
LOCATION AND SIZE OF TREE
• REMOVE POST AFTER ONE GROWING SEASON
• WOOD MULCH ONLY, NO ROCK OR INORGANIC MULCH
LIKE RUBBER OR PLASTICS GUYING DETAIL
41 DETAIL
City of L -B01 TREE
�Wheat ,.WC DECIDUOUS TREE PLANTING CODE
ENGINEERING DIVISION & L
PARKS, FORESTRY AND OPEN SPACE DIVISION
APPROVED BY: KR & AB APPROVE DATE 7120
CV
DECIDUOUS TREE PLANTING DETAIL
SCALE: N.T.S.
REMOVE ONLY INJURED OR DEAD
BRANCHES FROM PLANTS.
SCARIFY TOPSOIL TO A MINIMUM
DEPTH OF 6". APPLY SPECIFIED
FERTILIZER AND ROTOTILL INTO
TOP 8" OF SOIL.
REMOVE CONTAINERS, SET OUT
AND SPACE PLANTS AS SPECIFIED
IN PLANT LEGEND. ROWS SHOULD
BE STRAIGHT AND CONSISTENT.
SET PLANTS 1" HIGHER THAN
FINISH GRADE ENSURE PLANT IS
FIRMLY SEATED IN SOIL. BANK
SOIL TO TOP OF ROOTBALL.
MULCH PLANTING BED AS
SPECIFIED. DO NOT PLACE MULCH
OVER BRANCHES OF PLANTS.
UNDISTURBED SUBGRADE
GROUNDCOVER PERENNIAL PLANTING DETAIL
` SCALE: N.T.S.
CLIENT:
WONDERLAND HOMES
8246 NORTHFIELD BOULEVARD
BUILDING J, SUITE #2600
DENVER, CO 80238
303.567.7644
WWW.WONDERLANDHOMES.COM
CONSULTANT:
OXBOW DESIGN COLLAB.,LTD.
802 E. 19TH AVENUE, UNIT A
DENVER, CO 80218
720.465.6168
WWW.OXBOWDBC.COM
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ISSUE
DATE: 04-14-2021
DRAWN: JY REVIEWED: DG
REV: # DATE: DESCRIPTION:
PROJECT NUMBER: 000014
LANDSCAPE
DETAILS
SHEET NUMBER:
L200
GENERAL NOTES
1. THESE DRAWINGS ARE "BUILDERS PLANS" INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S
RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED ANDTO DICTATE
METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED
COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY
EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT
THE SITE.
2. THIS IS A CUSTOM DESIGN, THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE
ENGINEER'S PRIOR, WRITTEN APPROVAL.
3. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL
CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY THE BUILDER AND OWNER OF THAT CHANGE.
4. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING
CODES.
5. UTILIZE DETAILS AS APPLICABLE.
6. DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS
OF THE BACKFILL, A MINIMUM OF 5 FEET.
7. FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS & CHASES.
DESIGN PARAMETERS
DESIGN CODES:
1. IRC 2018
2. ASCE7
3. AISC STEEL CONSTRUCTION MANUAL
4. ACI BUILDING CODE 318
DESIGN LOADS WITH LOCAL AMENDMENTS:
1. SEISMIC LOADS
1.1. IMPORTANCE FACTOR: 1.0
1.2. SITE CLASS: D
1.3. Ss: 0.192 g Sr: 0.06 g
1.4. SpA: 0.204 Sp r: 0.096
1.5. DESIGN CATEGORY: B
1.6. STRUCTURAL TYPE: LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS RATED FOR
SHEAR RESISTANCE
1.7. RESPONSE MOD FACTOR (R): 6.5
1.8. SYSTEM OVER STRENGTH FACTOR (OMEGA Q): 2.5
1.9. DEFLECTION AMPLIFICATION FACTOR (Cd): 4
2. WIND LOADS
2.1. BASIC WIND SPEED 135 MPH (ULTIMATE)
2.2. RISK CATEGORY II
2.3. WIND EXPOSURE C.
2.4. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (ENCLOSED)
3. ROOFLOADS
3.1. ROOF DEAD LOAD: 15 PSF; TOP CHORD = 7.5 PSF & BOTTOM CHORD = 7.5 PSF
3.2. ROOF SNOW LOAD: Pf 30 PSF
3.3. DRIFTING, SLIDING, AND UNBALANCE SNOW CALCULATED IN ACCORDANCE WITH IBC CHAPTER 16
4. LIVE LOAD
4.1. FLOOR: 40 PSF
4.2. DECK: 40 PSF
5. GROUND SNOW 30 PSF
6. FLOORS AND INTERIOR STAIRS DEAD LOAD: 15 PSF
7. EXTERIOR DECKS DEAD LOAD: 10 PSF LIVE LOAD: 40 PSF SNOW LOAD: 30 PSF
8. WEATHERING: SEVERE
9. FROST DEPTH: 36 INCHES
10. TERMITE INFESTATION: SLIGHT TO MODERATE
11. DECAY: NONE TO SLIGHT
STRUCTURALSTEEL:
1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTH AND
ASTM SPECIFICATIONS:
FACE MOUNT HANGER
SPECIFICATIONS Fy
ASTM
A. WIDE FLANGE SHAPED STRUCTURAL STEEL 50 KSI
A-992
B. M -,S-, AND HP -SHAPED STRUCTURAL STEEL 36 KSI
A-36
C. STRUCTURAL STEEL CHANNELS AND ANGLES 36 KSI
A-36
D. STRUCTURAL STEEL PLATES AND BARS 36 KSI
A-36
E. SQUARE AND RECTANGULAR HSS 46 KSI
A-500 GRADE B
F. ROUND HSS 42 KSI
A-500 GRADE B
G. STEEL PIPE 35 KSI
A-53 GRADE B
2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION AND CODE OF
STANDARD PRACTICE LATEST EDITIONS.
GLTV559
3. ALL FIELD CONNECTIONS SHALL BE MADE WITH ae.. DIAMETER ASTM A307 BOLTS
- ENO
4. 3" INTERIOR DIAMETER - SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM.
5. MINIMUM WELD SIZE TO BE 3/16" U.N.O.
RAI 81/1188
LOOSE LINTELS:
1. UNLESS NOTED OTHERWISE PROVIDE LOOSE LINTELS AS FOLLOWS: ONE ANGLE FOR EACH 4" OF WALL
THICKNESS TO BEAR 6" MIN. EACH END).
OPENINGS T04'-0": ANGLE 3 -1/2X3 -1/2X1/4;
OPENINGS 5'-5" TO 6'-6": ANGLE 6 X 3-1/2 X 5/16 LLV.
EPDXY
1. ALL EPDXY SPECIFIED IN THESE PLANS SHALL BE ONE OF:
A. SIMPSON SET -XP ICC -ES ESR -2508, MIN. BASE TEMPERATURE 50 DEG F.
B. HILTI HIT-HY 200 ICC -ES ESR 3187, MIN. BASE TEMPERATURE 14 DEG F.
METAL CONNECTORS:
1. METAL CONNECTORS SPECIFIED'SIMPSON' ON PLANS ARE MANUFACTURED BY SIMPSON STRONG -TIE, INC.
METAL CONNECTORS SPECIFIED 'USP' ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS.
SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOWED PROVIDED STRENGTH OF SPECIFIED CONNECTORS
IS MET OR EXCEEDED. NAILING/INSTALLATION OF CONNECTORS TO BE PER MANUFACTURER'S
RECOMMENDATIONS.
2. PROVIDE HURRICANE ANCHORS (SIMPSON H2.5/H2.5A/H2.5T OR USP RT7 HURRICANE CLIPS AT EACH
TRUSSIRAFTER AND ADD'L SIMPSON H7Z OR USP RT20 AT ALL GIRDER TRUSSES, TYP. U.N.0). PROVIDE
REQUIRED BLOCKING AT ALL TRUSS / RAFTER BEARING. TRUSS DESIGNER TO PROVIDE ADDITIONAL
HOLDOWNS FOR UPLIFT LOADS EXCEEDING H2.5 AND H7Z.
3. PROVIDE ICC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME" CONDITIONS AND AS DEPICTED ON
FRAMING PLANS. PROVIDE ANY OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM CONNECTORS
AS REQUIRED. INSTALL WITH NUMBER AND TYPE OF NAILS RECOMMENDED BY MANUFACTURER. REFER
HANGER SCHEDULE.
HANGER SCHEDULE
(UNLESS OTHERWISE NOTED)
MEMBER
FACE MOUNT HANGER
TOP FLANGE HANGER
SIMPSON
USP
SIMPSON
USP
(1)13/4"x91/2"EPA
HUS1.81/10
HUS179
WP9
PHM1795
(2)13/4"x91/2"EPA
HHUS410
THD410
HB356/95
PHX3595
(3)13/4"x91/2"EPA
ITGUS550/10
THDH610
GLTV559
PHXU5295
(1)13/4"x117/8"EPA
HUS1.81/10
HUS179
RAI 81/1188
PHXU17118
(2)13/4"x117/8"EPA
HHUS410
THD410
HB356/1188
PHX35118
(3)13/4"x117/8"EPA
HGUS550/12
THDH612
GLTV537/11 .875
PHXU52118
31/2"x14"FILE TRUSS
HU414
HD414
HU414-TF
HD0414
(1)BCI 600018
1USE .37/1188
1HFL23112
ILS2.37/1188
TFL23118
(2)BCI 600018
MIU475111
16d @ 8"1
MIT3511.88-2
L=AS SHOWN PER PLAN
(1) ADS OR (1) 2x10
LUS28
JUS28
18"
18" 12"
2-10
HU2102OR
HUC2102
HD2102OR
HD21021F
----
-----
NOTES 1)ALL HANGERS AT (1) PLY BEAMS ARE APPROVED TO USE EDU I VALENT 11/2"NAIL
2) PROVIDE HDG OR STAINLESS STEEL CONNECTORS AS RED'D FOR TREATED WOOD
MEMBERS AS RED'D PER CODE
CONCRETE:
1. SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING
REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. #5 GRADE 40 STEEL
MAY BE SUBSTITUTED FOR #4 GRADE 60 STEEL. BEND OR LAP ALL BARS 48 BAR DIAMETERS WITH A
MINIMUM OF 24" AROUND CORNERS. PROVIDE (2) #4S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL
CORNERS. ANCHOR BOLTS SHALL BE A MINIMUM 1/2" DIAMETER WITH MIN. 8" EMBEDMENT @ 3'1 ON
CENTER FOR ALL BASEMENT WALLS AND 4'1 ON CENTER FOR ALL CRAWLSPACE AND GARAGE WALLS,
MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE.
2. CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONCRETE SHALL HAVE A
WATER TO CEMENT RATIO OF 0.50 OR LESS. CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED.
SLUMP: 4"+/- 1", OR UP TO 8" MAX IF PLASTICIZER IS USED
AIR CONTENT: 6% +/- 1
3. REFER TO ACI 318 FOR ADDITIONAL INFORMATION.
4. DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION
ADEQUATELY SHORED. BACKFILL TO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM BUILDING.
5. ALL CONCRETE SLABS SHALL BE 4" THICK WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE
SCORES OR SAWCUTS IN ALL SLABS @ 12'-0" O.C. MAX.. WHERE POSSIBLE, ALIGN SAW CUT WITH COLUMN
CENTERLINES AND RE-ENTRANT CORNERS.
6. CONCRETE PROTECTION FOR REINFORCEMENT (UNO)
CONCRETE POURED AGAINST EARTH 3"
CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER:
#5 BARS OR SMALLER 1 1/2"
BARS LARGER THAN #5 2"
SLABS 3/4"
FOUNDATION WALL REINFORCING SCHEDULE
WALL HEIGHT
VERTICAL REINFORCEMENT
HORIZONTAL REINFORCEMENT
0'-0" TO 3'1
#4'S @ 48" O.C.
(2) #5'S TOP AND BOTTOM
UP TO 4'1
#4'S @ 24" O.C.
(2) #5'S TOP AND BOTTOM
UP TO 6'1
#4'S @ 24" O.C.
(2) #5'S TOP AND BOTTOM
UP TO 8'1
#4'S @ 24" O.C.
(2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C.
UP TO 9'1
#4'S @ 18" O.C.
(2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C.
UPTO10'-0"
#5'S@16"O.C.
(2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C.
UPTO12-1
#5'S@12"O.C.
(2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C.
1. WALLS WITH BACKFILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE
REINFORCEMENT AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT.
2. BUILDER MAY ELECT TO EXTEND PATIO, GARAGE AND CRAWLSPACE FOOTING AND WALLS TO
BASEMENT DEPTH USING SAME SIZE FOOTING.
FOOTING FOUNDATION NOTES
1. FOUNDATIONS, WALLS AND FOOTINGS ARE DESIGNED BASED ON SOILS REPORT NUMBER: DN49,619-120-R,
REPORT PROVIDED BY: CTLTHOMPSON
DATED:
AUGUST 12 2020
MAXIMUM BEARING CAPACITY OF 3000 PSF
MINIMUM DEAD LOAD BEARING CAPACITY OF 1000 PSF
2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS.
3. PLACE 4" TALL x 8" WIDE VOID FORM ACROSS FULL WIDTH OF FOOTING EVERY 12 FEET AND CENTERED
BELOW WINDOWS AT ALL EXTERIOR BASEMENT WALLS WHEN USING INTERIOR DRAINS.
SQUARE FOOTING
STEEL AND THICKNESS
SCHEDULE
FOOTING WIDTH/LENGTH # OF #4 REBAR EACH WAY
THICKNESS OF FOOTING
UP TO 24"
2
NONE NONE
8"
30"
2
8"
8"
36"
3
24"
10"
42"
3
3 @ 18"o.c.
10"
48"
4
10"
12"
54"
4
32"
12"
60"
5
4 @ 12"o.c.
14"
66"
5
12"
4"
72"
6
12" -
6"
IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING
SPREAD
FOOTING STEEL AND THICKNESS
SCHEDULE
FOOTING WIDTH
# OF #4 REBAR LONGITUDINAL #4 REBAR LATERAL
THICKNESS OF FOOTING
16"
NONE NONE
8"
18"
NONE NONE
8"
20"
2 NONE
8"
24"
2 NONE
10"
26"
3 @ 18"o.c.
10"
28"
3 @ 18"o.c.
10"
30"
4 @ 18"o.c.
12"
32"
4 @ 12"o.c.
12"
34"
4 @ 12"o.c.
12"
36"4
@ 12"o.c.
12"
IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING
WOOD FRAMING
SAWN LUMBER:
1. STUDS AND PLATES SHALL BE #2 STRUCTURAL LIGHT FRAMING, HEM -FIR OR BETTER. FINGER JOINTED
STUDS ALLOWED PROVIDED THEY MEET GRADE QUALITY.
2. FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED HEM -FIR
AND ANCHORED TO FOUNDATION PER CONCRETE NOTES.
STRUCTURAL COMPOSITE LUMBER:
1. ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S
RECOMMENDATIONS.
2. FLOOR JOISTS SHALL BE BCI JOISTS BY BOISE CASCADE OR APPROVED EQUALS INSTALLED PER
MANUFACTURER'S SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS
AND NAILING REQUIREMENTS.
3. LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUS JOIST CORP OR EQUAL WITH Fb 2600 PSI,
Fv 285 PSI, E 2000 KSI. TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD BEAMS TO BEAR
FULL DEPTH OF WALL LESS RIM BOARD WHERE APPLICABLE. ENGINEERED WOOD BEAMS SHALL HAVE A
MINIMUM BEARING OF 1-1/2" ENO
4. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED "EW', SHALL BE AS MANUFACTURED BY TRUS-JOIST
CORPORATION, BOISE, IDAHO (OR APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES:
8 5/8" DEEP OR SMALLER: 9 1/4" DEEP AND LARGER:
Fb = 1,700 PSI Fb = 2,325 PSI
Fv = 400 PSI Fv = 310 PSI
E = 1,300,000 PSI E = 1,550,000 PSI
5. BOISE VERS -LAM BEAMS AND HEADERS SPECIFIED "LVL" SHALL HAVE THE FOLLOWING PROPERTIES:
Fb = 2,600 PSI
Fv = 285 PSI
E = 2,000,000 PSI
6. BUILT-UP TIMBERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY TIMBERSTRAND HEADERS
PROVIDED THAT THE TOTAL WIDTH IS GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP
BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER MANUFACTURER RECOMMENDATIONS
UNLESS NOTED OTHERWISE ON PLANS.
7. MICROLAMS (LVL) OR VERSA -LAM MAY BE SUBSTITUTED FOR TIMBERSTRAND (EW) OF THE SAME WIDTH
AND DEPTH, AS DESIGNATED ON PLAN.
8. PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD, U.N.O.
FLOOR TRUSSES:
1. FLOOR FRAMING SHALL BE PRE-ENGINEERED TRUSSES.
2. WOOD FLOOR TRUSSES SHALL BE DESIGNED BY REGISTERED A PROFESSIONAL ENGINEER LICENSED TO
PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD AND DEAD LOAD
DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/480TH OR 1/240TH RESPECTIVELY OF THE SPAN
LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN
ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS
SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE
SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS
SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY,
AT ALL TRUSS AND GIRDER HANGERS.
3. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER
SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER OF RECORD. THESE SHOP
DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY,
AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE FLOOR TRUSS MANUFACTURER SHALL PROVIDE
DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR
STABILITY AND ALL FLOOR TRUSS AND GIRDER FLOOR TRUSS HANGERS. SHOP DRAWINGS REVIEW BY
THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO FLOOR TRUSS FABRICATION.
3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR
VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL
ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS AND VERIFY ALL
TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS.
4. FLOOR TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE
RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS
FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT.
5. ALL TRUSSES TO BE PRE-ENGINEERED BYTRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS
SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY
CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS.
6. THE FLOOR LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY
TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION.
ROOF TRUSSES
1. ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES.
2. WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO
PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD DEFLECTIONS OF TRUSSES
SHALL NOT EXCEED 1/240TH OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE
SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL
ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION
PLATE SIZE AND CAPACITY AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS
MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS,
BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS.
3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR
VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL
ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS EXCEEDING TYPICAL
H2.ST, AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS.
4. ROOF TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE
RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS
FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT.
5. ALL TRUSSES TO BE PRE-ENGINEERED BY TRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS
SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY
CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS.
6. THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY
TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION.
WOOD FRAMING CONT.
WALL FRAMING:
1. DENOTES LOAD BEARING WALL:
2. WALL FRAMING PER TABLE:
3. IF SPECIFIC WALL HEIGHT NOT SHOW, SUPPLY STUD SPACING OF NEXT TALLER WALL HEIGHT
CAI CRIVR sMRMVC VVMLLJ JIIMLL OC LA4 V L4 Di V.IV.V
4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM
BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH
BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY.
5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM
HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE -
TYPICAL ENO
6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL
OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE.
7. KING STUDS ARE NOTED AS"K"AND TRIMMER STUDS ARE NOTED AS'T".
8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES
FOR 3 OR 4 PLYS.
9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF
OPENING AND TOP PLATE IS LESS THAN 24".
10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER
FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY.
11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING
WALLS.
ROOF OVERFRAMING:
1. DENOTES OVERFRAME AREAS:
2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C.
FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR
SPANS OVER 10'-9"
3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN
TRUSSES.
4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER.
5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON.
6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/
(3)-10d NAILS EA. SIDE.
SHEATHING
1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING
OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR
WALLS
2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND
NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE
SUPPORTS.
3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON
NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN
SUPPORTS.
FASTENING SCHEDULE (INCHESON CENTER)
ROOF FASTENING ZONE
1 2 3
STUD SPACING SCHEDULE
NAILS
6 6
4
PANEL EDGES
8d
,2 6
6
PANEL FIELD
WALL HEIGHT
HOLD DOWN
NOTES
i
WALL TYPE
7/16" PLYWOOD / OSB
8d @ 6"
8d @ 12"
16g @ 4", 2" LONG
16g @ 12", 2" LONG
2x
12" AB @ 4'1
16d @ 16"1
PER PLAN
L=4' OR AS SHOWN PER PLAN
8'_0"
9'_0"
10'-0"
11' 0" 12'1
14'1
16'1
18'1
2x
1/2" AB @ Ti
2X4
16"
16"
16"
12" -
-
-
-
7/16" PLYWOOD / OSB
EXTERIOR
8d @ 12"
----
--
2x
1/2" AB @ 2'1
16d @ 8"1
PER PLAN
L=AS SHOWN PER PLAN
2X6
24"
16"
18"
18" 12"
12"
8"
8"
----
-----
BEARING
---
----
N/A
SEE PFH DETAIL
DBL. STUD TYP.
GB -1
1/2" GYPSUM BOARD
5d @ 7"
5d@7
2X4
24"
16"
16"
12" -
-
-
-
GB -2
INTERIOR
2X6
24"
24"
16"
16" 12"
12"
12"
12"
NON-
BEARING
INTERIOR
2X4
5/8" GYPSUM BOARD
I 6d @ 4"
24"
1
16"
1/2" AB @ 4'1
2X6 24"
PER PLAN
CAI CRIVR sMRMVC VVMLLJ JIIMLL OC LA4 V L4 Di V.IV.V
4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM
BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH
BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY.
5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM
HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE -
TYPICAL ENO
6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL
OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE.
7. KING STUDS ARE NOTED AS"K"AND TRIMMER STUDS ARE NOTED AS'T".
8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES
FOR 3 OR 4 PLYS.
9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF
OPENING AND TOP PLATE IS LESS THAN 24".
10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER
FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY.
11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING
WALLS.
ROOF OVERFRAMING:
1. DENOTES OVERFRAME AREAS:
2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C.
FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR
SPANS OVER 10'-9"
3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN
TRUSSES.
4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER.
5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON.
6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/
(3)-10d NAILS EA. SIDE.
SHEATHING
1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING
OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR
WALLS
2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND
NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE
SUPPORTS.
3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON
NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN
SUPPORTS.
FASTENING SCHEDULE (INCHESON CENTER)
ROOF FASTENING ZONE
1 2 3
PANEL LOCATION
NAILS
6 6
4
PANEL EDGES
8d
,2 6
6
PANEL FIELD
8d
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FT. OVERHANG
J
SHEAR WALL LEGEND
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FIELD
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EDGE STAPLE/
SCREW
FIELD STAPLE/
SCREW
EDGE STUD
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SILL BOLTING
@ FND
SILL NAILING
UPPER STORIES
HOLD DOWN
NOTES
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SHEAR WALL PANEL SCHEDULE
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SW
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SCREW
FIELD STAPLE/
SCREW
EDGE STUD
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UPPER STORIES
HOLD DOWN
NOTES
DOWN
WSP
7/16" PLYWOOD / OSB
8d @ 6"
8d @ 12"
16g @ 4", 2" LONG
16g @ 12", 2" LONG
2x
12" AB @ 4'1
16d @ 16"1
PER PLAN
L=4' OR AS SHOWN PER PLAN
HDX HDX
ABW-1
7/16" PLYWOOD / OSB
8d @ 4"
8d @ 12"
15g @ 3", 2" LONG
15g @ 12", 2" LONG
2x
1/2" AB @ Ti
16d @ 12"1
PER PLAN
L=AS SHOWN PER PLAN
ABW-2
7/16" PLYWOOD / OSB
8d @ 3"
8d @ 12"
----
--
2x
1/2" AB @ 2'1
16d @ 8"1
PER PLAN
L=AS SHOWN PER PLAN
WSP
PFH
7/16" PLYWOOD /OSB
----
----
----
-----
-----
---
----
N/A
SEE PFH DETAIL
DBL. STUD TYP.
GB -1
1/2" GYPSUM BOARD
5d @ 7"
5d@7
No. 6 S OR W @ 4"
No. 6 S OR W @ 12'
2x
1/2" AB @ 4'1
16d @ 16"1
PER PLAN
L= AS SHOWN PER PLAN
@ HOLD DOWN
GB -2
1/2" GYPSUM BOARD
5d @ 4"
5d @ 7"
No. 6 S OR W @ 4"
No. 6 S OR W @ 12'
2x
1/2" AB @ 4'-0"
16d @ 16"1
PER PLAN
L= AS SHOWN PER PLAN
STUD WALL
I GB -3
5/8" GYPSUM BOARD
I 6d @ 4"
6d @ 7"
1
2x
1/2" AB @ 4'1
16d @ 12"1
PER PLAN
I L= AS SHOWN PER PLAN
1. NAILS FOR GYP BOARD (GB) ATTACHMENT SHALL BE DRITITE OR 'COOLER -TYPE NAILS, AND SHALL CONFORM TO REQUIREMENTS OF IRC.
2. NAILS FOR WOOD STRUCTURAL PANEL (WSP) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT
OVERDRIVE NAILS
3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL. (NOTE: INTERIOR SIDE OF GB -3 MAY BE%" GYPBOARD NAILED WITH 5d NAILS SPACED AT 4"1 AT PANEL EDGES)
4. EXTERIOR WALLS (WSP) SHALL BE SHEATHED ON THE INTERIOR FACE WITH Y7" GYP BOARD (MINIMUM).
5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE.
6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLD DOWNS OCCUR.
7. GYPBOARD AND PLYWOOD/OSB TO CONFORM TO IBC
8. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS.
9. THE PRESCRIPTIVE METHOD DESCRIBED IN SECTION R602.10 WAS FOLLOWED WHEN APPLICABLE. WHEN THE RESIDENTIAL FRAMING DOES NOT ALLOW THE PRESCRIPTIVE METHOD TO BE FOLLOWED, SECTION R301.1
WAS FOLLOWED.
10. REFER TO ARCH PLANS FOR FIRE RATING REQUIREMENTS IN ADDITION TO SHEATHING NOTED PER STRUCTURAL PLANS.
REVISIONS LOG
DELTA# I COMMENTS
Wstudio
Denver, CO
Evergreen, CO
303.670.7242
design@evstudio.com
inspections@evstudio. com
www. evstud io. com
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COPYRIGHT 2021
This document s an instrument of serace, and as such
remai
ofthi
ns the property of the Architect Permission for use
of this m reemens Imbed and can be extended only by
written agreementwlm Evswelo, LLc.
REVISION
PERMIT SET
DATE: 04/13/2021
DRAWN BY: BMM
CHECKED BY: RRM
GENERALNOTES
SG0.0
HOLD-DOWN SCHEDULE
"HDx"
HOLD DOWN ANCHOR BOLT EMBED DEPTH
HD1
SIMPSON CS16 w/(22) 10d + 13" END LENGTH
N.A.
HD2
SIMPSON STHD10RJ or HDU4
712"
HD3
SIMPSON HDU8-SDS2.5 or STHD14 or USPDHD8
1012"
HD4
SIMPSON CS14 w/(30) 10d + 16" END LENGTH
N.A.
HD5
SIMPSON CMST12 w/(84) 16d+38" END LENGTH
N.A.
HD6
SIMPSON HD19
12"
HD7
PIMPSON CMSTCI6 w/(58) 10d +25" END LENGTH
N.A.
REVISIONS LOG
DELTA# I COMMENTS
Wstudio
Denver, CO
Evergreen, CO
303.670.7242
design@evstudio.com
inspections@evstudio. com
www. evstud io. com
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COPYRIGHT 2021
This document s an instrument of serace, and as such
remai
ofthi
ns the property of the Architect Permission for use
of this m reemens Imbed and can be extended only by
written agreementwlm Evswelo, LLc.
REVISION
PERMIT SET
DATE: 04/13/2021
DRAWN BY: BMM
CHECKED BY: RRM
GENERALNOTES
SG0.0
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3'k3' x1/4" STEEL
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HOLE OR CAST 1/2"
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JOS SYSTEMS
PLASTIC HAUNCH
AS SUPPLIED BY
BARTON SUPPLY
HAUNCH
DETAIL
303.670.7242
6 SCALE a4"=1'-0"
2x CONT. PLATE w/16d @ 8" o,
design@evstudio.com
VRFY VRFY
EXTERIOR SHEATHING
2x CONT TREATED PLATE w/ 1/2"
RE'. FRAMING
DIA x 10" LONG A B. W/ 2" HOOK
2x STUDS RE FRAMING
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COPYRIGHT 2021
This document is an Instrument of service, and as such
rembinsthe property ofthe AmMRct Permission for use
entire document Is Ilmlletl and can be extended only by
sudden agreemen[wIN EVSWtlIo, LLC.
REVISION
PERMIT SET
DATE: 04/13/2021
DRAWN BY: BMM
CHECKED BY: RRM
FOUNDATION DETAILS
S000
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COPYRIGHT 2021
This document is an Instrument of service, and as such
rembinsthe property ofthe AmMRct Permission for use
entire document Is Ilmlletl and can be extended only by
sudden agreemen[wIN EVSWtlIo, LLC.
REVISION
PERMIT SET
DATE: 04/13/2021
DRAWN BY: BMM
CHECKED BY: RRM
FOUNDATION DETAILS
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5353 Pierson Court
86'-102"
UNIT TYPE 1
L28 B2
5355 Pierson Court
UNIT TYPE 1
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5357 Pierson Court
4-PLEX
CRAWLSPACE FOUNDATION PLAN
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UNIT TYPE 3
L30 B2
5359 Pierson Court
8" WIDE CONCRETE FOUNDATION WALL
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FOR DRAINAGE & REINFORCING
REQUIREMENTS) RE'. DETAIL 13/SO 0
THE TOP OF
FOUNDATION WALL
WAS RAISED AT
CERTAIN LOCATIONS
DUE TO EXTERIOR
GRADE AND/OR
INTERIOR GARAGE
SLAB ELEVATION.
BUILDER TO CONTACT
ENGINEER OF
RECORD FOR
ADDITIONAL
INFORMATION
]10=100'-0"
Wstudio
Denver, CO
Evergreen, CO
303.670.7242
design@evstudio.com
inspections@evstudio.com
www.evstudio.com
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COPYRIGHT 2021
This tlocumen is an Instrument of service, and as such
remai
ofthins the property of the AmM@e[ Permission for use
ofthis
agreemnt IsrthElimited and can be extended only by
written agreemen[wltlt EVSWtlIo, LLC.
REVISION
PERMIT SET
DATE: 04/13/2021
DRAWN BY: BMM
CHECKED BY: RRM
FOUNDATION PLAN
S1.10
From: no-reolv(alci.wheatridae.m. us
To: CommDev Farm is
Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT
Date: Tuesday, April 20, 20217:54: 18 AM
New Single -Family TOWNHOME UNIT
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Has the Master Plan Yes
been approved for this
project?
Name of Project station 53
PROPERTY INFORMATION
Property Address - 5359 Pierson Court
Only enter one unit on
this application
Property Owner Name GH Colorado LLC
Property Owner Phone 7205051880
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email zmetcalf@wonderlandhomes.com
Address
PLAN REVIEW CONTACT INFORMATION
What is your role? Owner
Business Name GH Colorado LLC
Main Contact Name for tach Metcalf
Plan Review
Contact Phone Number 7205051880
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address zmetcalf@wonderlandhomes.com
for
Questions/Comments
Retype Contact Email zmetcalf@wonderlandhomes.com
Address
01:K161CiI91 ffl0N]avOLelN:/
Detailed Scope of New single family townhome with attached garage Lot 30 Block 2
Work - Example: New
single family townhome
with 2 car garage -
1,525 sq ft total (Bldg
1, B -unit)
Square Footage of
New Construction
1781
Foundation Plans for
L27-30 B7 5353, 5355.5357. 5359 Pierson Court Foundation
Specific Building
Plan STAMPED Ddf
Elevations of Building
2021-0416 Buildina 7 Comoosite 5359-5353.odf
Site Plan showing Unit
STATION 53 (QUAIL RUN) -PP B2J 27-30
OVERALLDdf
Highlighted
Floor plan of Unit
2021-0416 BuiIdino 7 Composite 5359-5353
1 Ddf
Construction Plans
2021-04-14 LOTS 27-30 LS PLAN.Ddf
scanned on 11'x17" or
larger
Project Value (contract
188089 �"a g space 1995
UnOniched Basement 0
$122.40 $244,307.70
$22.45 $0.00
value or cost of ALL
Fnishad Basement 0
$32.50 $0.00
Garage 553
$48.30 $20,709.90
materials and labor)
parch, deck, patio 75
$17.50 $1,317.00
$272,334.00
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full
Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work
Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for tach Metcalf
Permit
Email not displaying correctly? View it in your browser.
Reviewed for Zoning Compliance by the , ► �.
City of Wheat Ridge Planning Division
APPROVED
BY:
DATE: 4/28/2021
COMMENTS:
Complies with approved
master permits and SDP
No C.O. may be issued until public improvements are
complete as identified in the Subdivision Improvement
Agreement.
All landscaping shall be installed in accordance with the
approved landscape plan (Case No. WZ-18-13) prior to C.O.
and pursuant to the phasing identified in the Subdivision
Improvement Agreement. Per the SIA, installation of
landscaping, street trees, and irrigation is not required prior
to Certificate of Occupancy if issuance of the C.O. occurs
outside of the planting season, generally October to June.
Reviewed by the City of Wheat Ridge
Engineering Division r/r
I
APPROVED
Jordan Jefferies
BY:
DATE: 4/27/2021
COMMENTS: A grading certification with
ILC or updated CCP required prior to CO
t ii, of
hclat iclje
APPROVED
Mike Theisen 04/29/2021
ans Examen Date
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cit DESIGN
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DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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PROJECT NO:
2018033
ISSUE DATE:
04/16/2021
REVISIONS:
4 UNIT BLDG #7 SITE
PLAN
NUMBER:
A001
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GENERAL NOTES
1. Contractor shall be governed by the currently adopted
ABBREVIATIONS
Center water closets in the space provided, or in location
ACOUST
acoustic(al)
MAS
masonry
ACT
acoustic ceiling tile
MAX
maximum
ADJ
adjacent
MBR
member
AFF
above finish floor
MECH
mechanic(al)
ALT
alternate
MFG(R)
manufacture(r)(d)
ALUM
aluminum
MH
manhole
APPROX
approximate
MIN
minimum
ARCH
architectur(al)
MISC
miscellaneous
ASPH
asphalt
MLD
molding/moulding
Architect prior to the commencement of any work.
MPTN
movable partition system
16.
All doors leading to unheated areas to be
MS
metal stud
BD
board
MTD
mount(ed)
BITUM
bituminous
MTG
meeting
BK
brick
MATL
material(s)
BLDG
building
MTL
metal
BLK
block
BLKG
blocking
BM
beam
N/A
not applicable
BO
by others
NTS
not to scale
BOT
bottom
NIC
not in contract
BRIG
bearing
NO
number
BSMT
basement
BTWN
between
o/
over
OC
on center(s)
C/PV
concrete pavers
OCL
occupant load
CAB
cabinet
OD
outside diameter
CHNL
channel
OFF
office
CJ
control joint
OH
overhang
CLG
ceiling
OPNG
opening
CL
centerline
OPP
opposite
CLR
clear(ance)
OVHD
overhead
CMU
concrete masonry unit
COL
column
PARTBD
particle board
CONIC
concrete
PC
precast
CONN
connection
PC/TL
porcelain ceramic tile
CONST
construction
PERP
perpendicular
CONT
continuous
PFAB
prefabricate(d)
COORD
coordinate/coordination
PL
plate
CPT
carpet
PL
property line
CT
ceramic tile
PLAM
plastic laminate
CTSK
countersink
PLUMB
plumbing
CUFT
cubic foot
PLYWD
plywood
PR
pair
PT
point/point
DBL
double
PTN
partition
DEPT
department
DF
drinking fountain
DIA
diameter
QT
quarry tile
DIAG
diagonal
QTR
quarter
DIM
dimension
DN
down
DR
drain/door
R
radius
DS
downspout
RB
rubber base
DTL
detail
RE
reference
DWG(S)
drawing(s)
REC
recommend(ations)
REINF
reinforced(ing)
RQD
required
EA
each
RET
retaining
EIFS
exterior insulation finish system
RFG
roofing
EJ
expansion joint
RM
room
ELEC
electrical
RO
rough opening
ELEV/EL
elevation
ROW
right of way
ENCL
enclosure
RT
rubber tile
ENGR
engineer(ed)
RTG
rating
EQ
equal
EQUIP
equipment
EXH
exhaust
S4S
sawn four sides
EXP
expansion
SAP
suspended acoustical panel
EXPSD
exposed
SAT
suspended acoustical tile
EXIST
existing
SC
solid core
EXT
exterior
SCHED
schedule
SEC
section
SF
square foot/feet
FBGL
fiberglass
SHT
sheet
FC
fiber cement
SIM
similar
FCU
fan coil unit
SPDRL
spandrel
FD
floor drain
SPEC
specification(s)
FDN
foundation
SQ
square
FF
finish floor
SS
stainless steel
FGRG
fiberglass -reinforced gypsum
STA
station
FIN
finish(ed)
STD
standard
FIXT
fixture
ST/PT
stone pavers
FLR
floor(ing)
ST/TL
stone tiles
FO
face of
STL
steel
FR
fire resistive
STN
stain
FRR
fire resistive rating
STOR
storage
FRMG
frame(ing)
STRUCT
structural
FRP
fiber -reinforced plastic
SUPPL
supplied(er)
FT
foot/feet
SUSP
suspended
FTG
footing
SYM
symmetrical
FUT
future
SYST
system
FWC
fabric wall covering
GA
gage/gauge
T
tread
GAL
gallon
T&B
top and bottom
GALV
galvanized
T&G
tongue and grove
GC
general contractor
TO
top of
GCT
glazed ceramic tile
TEL
telephone
GEN
general
TEMP
tempered
GL
glass/glazing
THK
thickness
GYP BD
gypsum board
THLD
threshold
TS
tube steel
TV
television
HDWD
hardwood
TYP
typical
HB
hose bib
HC
handicapped
HC
hollow core
UNF
unfinished
HDBD
hardboard
UNO
unless noted otherwise
HDR
header
UON
unless otherwise noted
HORIZ
horizontal
HT
height
HTG
heating
HTR
heater
VAR
varies
VCT
vinyl composition tile
VERT
vertical
VEST
vestibule
ID
inside diameter
VIF
verify in field
INCL
include(d)(ing)
VWC
vinyl wall covering
INSUL
insulate(d)(ion)
INT
interior/intermediate
JST(s)
joists
W
wide flange beam
JT(s)
joint(s)
w/
with
w/o
without
WC
water closet
KIT
kitchen
WD
wood
WH
water heater
WSCT
wainscot
LAM
laminated
WT
weight
LAT
lateral
WWF
welded wire fabric
LAV
lavatory
WWM
welded wire mesh
LOC
location
LT
light
LTWT
light weight
GENERAL NOTES
1. Contractor shall be governed by the currently adopted
12.
Center water closets in the space provided, or in location
edition of all codes and regulations having jurisdiction over
A002
indicated. Maintain a minimum of 15" clear from vertical
aspects of this construction project.
4 UNIT BLDG #7 CRAWLSPACE / SLAB PLAN
surfaces.
4 UNIT BLDG #7 FIRST FLOOR PLAN
13.
Dwelling/Garage separation shall meet the requirements of
2. Written dimensions and existing conditions shall be verified
4 UNIT BLDG #7 THIRD FLOOR PLAN
IRC-2018 with opening protection per IRC -2018
in the field by the Contractor and/or his Sub -Contractors.
A410
4 UNIT BLDG #7 ELEVATIONS
Do not scale drawings. If further clarification is required,
4 UNIT BLDG #7 ELEVATIONS
A420
contact Architect and provide him with field dimensions as
14.
Specified walls in garage to be insulated and finished
required to assist him with his clarification.
with 1/2" gypsum board on each side. All beams,
columns and structural members to be wrapped with 1/2"
3. Any unsatisfactory or questionable conditions or
gypsum board.
discrepancy in dimensions and/or drawings and/or field
15.
Garage ceiling with habitable rooms above shall be finished
measurements shall be brought to the attention of the
with 5/8" Type 'X' gypsum board.
Architect prior to the commencement of any work.
16.
All doors leading to unheated areas to be
4. These drawings and specifications are the property and
weather-stripped and have thresholds.
copyright of the Architect and shall not be used on any
other work except by agreement with the Architect.
5. Duty of Cooperation: Release of these plans anticipates
further cooperation among the Owner, Contractor, and
Architect. Although the Architect and consultants have
performed their services with due care and diligence, they
cannot guarantee perfection. Any ambiguity or discrepancy
discovered shall be reported immediately to the Architect.
Failure to cooperate by a simple notice to the Architect
shall not relieve the Contractor from responsibility for all
consequences. Changes from the plans made by the GC
without the consent of the Architect are unauthorized, and
shall relieve the Architect of responsibility for all
consequences arriving out of such changes.
6. "Builder's Plans": The Contractor warrants to the Architect
that he possesses the particular competence and skill in
construction necessary to build this project without full
engineering and architectural services, and, for the reason
that the Contractor wishes to rely upon his own
competence, the Contractor or Owner has restricted the
Architect's scope of professional services. The
construction documents provided by the limited services
shall be termed "Builder's Plans" in recognition of the
Contractor's sophistication. Construction will require that
the Contractor adapt the "Builder's Plans" to the field
conditions encountered and make logical adjustments in fit,
form, dimension, and quantity that are treated only
generally by the "Builder's Plans". In the event additional
detail or guidance is needed by the Contractor or Owner for
construction of any aspect of the project, he shall
immediately notify the Architect. Failure to give a simple
notice shall relieve the Architect of responsibility for the
consequences.
7. The contractor shall provide the original occupant with a list
of the heating, cooling, water heating, and lighting systems
and conservation or solar devices installed in the building
and instructions on how to use and maintain them
efficiently. All warranties of all materials and equipment are
to be delivered to the original occupant at completion of
construction.
8. The details shown are intended to further illustrate the
visual design concept and the minimum weather protection
for this project. The general contractor shall incorporate
the requirements of the local building codes, structural
considerations, trade association manuals, publications and
recommendations, and the manufacturer's written
instructions for complete construction of details. All
possible field conditions which may be encountered are not
necessarily described. Field conditions encountered which
require clarification shall be brought to the Architects
attention.
9. Mechanical ventilation for toilet compartment, bathrooms,
and laundry rooms shall be capable of providing the
required ventiliation per IRC -2018
10. Exhaust vent for clothes dryer to be vented to the outside.
The duct is to be smooth metal and have a backdraft
damper. The duct shall be provided with an in-line blower
capable of discharging to the exterior, if required.
11. Vent all exhaust fans to exterior. Provide rain caps and
flashing as required.
17. Flash all exterior openings, wood trim members, roof/wall
intersections, and material transitions with approved
corrosion resistant material.
18. Egress windows to have a maximum sill height of 44", a
minimum vertical opening of 24", a minimum horizontal
opening of 20", and a minimum of 5.7 sq. ft. of open area
per I RC -2018
19. Glazing in hazardous locations as defined by the code shall
meet the requirements of IRC -2018
20. All wood in direct contact with concrete to be pressure
treated, including posts and stairs.
21. Provide moisture resistant gypsym board adjacent to
plumbing fixtures, walls in utility rooms and bathrooms,
and behind all walls finished with ceramic tile.
22. All angles are to be 450 unless noted otherwise.
23. All products shall be installed per manufacturer's
recommendations.
24. The Contractor shall include any work required to make the
end result building operative and occupiable. If equipment,
material and/or intent are not detailed in drawings or
specifications but are obviously required as industry
standard for operative conditions, this work shall be
included in base bid.
25. Do not use cadmium or cadmium plated products or
products containing cadmium for work in place.
26. Do not use asbestos or asbestos containing products for
work in place. Contractor shall not cut, drill, remove, or
otherwise disturb any material, equipment, construction,
etc., if it is thought to contain any hazardous material. If
material, equipment, construction, etc., is encountered
which appears to, or is likely to contain hazardous
materials, notify Owner immediately.
27. Electrical equipment shall be certified as containing no
PCB's.
28. Typographical errors or errors of spelling shall be brought
to the Architect's attention for clarification. Interpretation of
the meaning of mistyped or misspelled words without
clarification from the Architect will be done by the
Contractor with acceptance of responsibility for that
interpretation and all consequences arriving therefrom.
29. Note: All dimensions to face of foundation or face of stud,
typ. u.n.o. - All masonry dimensions indicated are nominal
dimensions.
30. The term "provide" as used herein shall mean that
Contractor shall furnish and install said item, construction,
equipment, materials, etc., for a complete, finished
installation.
31. Provide waterproof backer board at tub/shower sidewalls and
ceilings. Install per manufacturer's instructions.
GRAPHICS STANDARDS
CONCRETE BATT INSULATION ROUGH WOOD
UNDISTRIBUTED EARTH OR RIGID INSULATION PLYWOOD
COMPACTED FILL
POROUS FILL METAL GYP BOARD
BRICK OR STONE MASONRY WOOD FINISH
Room Name Room Name ROOM NAME/NUMBER
100=OR 10'0"x10'0" ^
(2.2 GRID NUMBER
DRAWING NUMBER 2 STRUCTURAL GRID
ENLARGED DETAIL K
SHEET NUMBER A 1 O 1 - GRID LETTER
DRAWING NUMBER 2 DETAIL TAG KEYNOTE
SHEET NUMBER A101
GLAZING TYPE
DRAWING NUMBER2 DOOR NUMBER
SHEET NUMBER ELEVATION TAG
A101 #0 PARTITION TYPE
FINISH ID
DRAWING NUMBER4/4&2 WALL SECTION TAG
SHEET NUMBER �01 XO EQUIPMENT ID
SLAB
goo' -o" ELEVATION SYMBOL
2 DRAWING NUMBER 2 BUILDING SECTION TAG T.O.
A101 SHEET NUMBER A101
DRAWING REFERENCE: SEE 2/A200 INDICATES REFER TO DRAWING 2 ON SHEET A200
WINDOW / DOOR REFERENCE:'3068' BY A DOOR INDICATES A 3-0" WIDE BY 6-8" HIGH DOOR. '2660" SH' BY A WINDOW
INDICATES A 2'-6" WIDE BY 6-0" HIGH WINDOW THAT IS A SINGLE HUNG.
SH = SINGLE HUNG FX = FIXED GLASS
SLDR = SLIDER SL = SLIDING GLASS DOOR
BP = BI -PASS CLOSET DOOR
GH COLORADO, LLC
TOWNHOM S
4 UNIT BUILDING #7 - PERMIT SET
APRIL 16th, 2021
CONCEPTUAL RENDERING
NOTE: RENDERING IS FOR PRESENTATION PURPOSES ONLY AND IS NOT TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS
APPLICABLE CODES
+ 2018 International Residential Code
+ 2018 International Plumbing Code
+ 2018 International Fuel Gas Code
+ 2018 International Mechanical Code
+ 2018 International Fire Code
+ 2018 International Energy Conservation Code
+ 2017 National Electric Code
+ 2009 ICC A117.1 Accessible and Usable Buildings and
Facilities
+ 2018 Colorado Revised Statutes - Title 9 CRS 9-5-101-106
Additional Resources:
+ 2018 IECC Compliance Options for Single Family Dwellings
R302 -FIRE RESITANT CONSTRUCTION
R302.2-TOWNHOMES
R302.2.3 Continunity
The fire -resistant -rated wall or assembly seperating
townhomes shall be continious from the foundation to the
underside of the roof sheathing ,deck or slab. The fire -
resistance rating shall extend the full length if the wall or
assembly, including wall extentions through and separating
attached enclosed accessory structures.
Table R302.6 Dwelling -garage fire seperation:
Not less than 1/2" gypsum board or equivalent applied to the
garage side shall be provided between the garage and
residence/attics
Not less than 5/8" Type X gypsum board or equivalent shall be
provided between the garage and habitable rooms above
PROJECT DIRECTORY
OWNER/ BUILDER:
Wonderland Homes
8246 Northfield Blvd.
Building J, Suite 2600
Denver, Colorado 80238
tel. 303-567-7636
Email. OHerron@wonderlandhomes.com
Contact: Kolby O'Herron
ARCHITECT:
DTJ DESIGN, INC.
3101 Iris Avenue, Suite 130
Boulder, Colorado 80301
tel. 303-443-7533
fax. 303-443-7534
email. dwilliams@dtjdesign.com
Contact: David S. Williams AIA
STRUCTURAL ENGINEER:
EV Studio
1117 Cherokee Street, Suite 100
Denver, Colorado 80204
tel. 303-670-7242
fax. 303-679-1862
email. jim@evstudio.com
Contact: Jim Houlette, PE
SHEET LIST
A000
4 UNIT BLDG #7 COVER SHEET
A001
4 UNIT BLDG #7 SITE PLAN
A002
4 UNIT BLDG #7 VISITABILITY PLAN
A400
4 UNIT BLDG #7 CRAWLSPACE / SLAB PLAN
A401
4 UNIT BLDG #7 FIRST FLOOR PLAN
A402
4 UNIT BLDG #7 SECOND FLOOR PLAN
A403
4 UNIT BLDG #7 THIRD FLOOR PLAN
A404
4 UNIT BLDG #7 ROOF PLAN
A410
4 UNIT BLDG #7 ELEVATIONS
A411
4 UNIT BLDG #7 ELEVATIONS
A420
4 UNIT BLDG #7 SECTIONS
*SITE SPECIFIC BUILDING SET - REFER TO MASTER PERMIT SET FOR
ADDITIONAL INFORMATION
VICINITY MAP
PROPERTY LOCATION
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VISITABILITY NOTES
TYPE B VISITABLE GROUND FLOOR UNITS
1. VISITABLE SPACES
THE ENTRANCE LEVEL SHALL INCLUDE A TOILET
ROOM OR A BATHROOM AND ONE HABITABLE SPACE
WITH AN AREA 70 SQ FT MIN.
A CIRCULATION PATH SHALL CONNECT THE ENTRY
AND THE BATHROOM ON THE ENTRANCE LEVEL
2. VISITABLE ENTRANCE
ONE ENTRANCE ON THE CIRCULATION PATH FROM
A PUBLIC STREET OR SIDEWALK, A DWELLING UNIT
DRIVEWAY OR GARAGE.
EXTERIOR DOORWAYS SHALL HAVE A MIN. CLEAR
OPENING OF 31 3/4" MIN. MEASURED BETWEEN FACE
OF THE DOOR AND THE STOP, WITH THE DOOR OPEN
90 DEG.
3. CIRCULATION PATH
WALKING SURFACES SHALL NOT BE STEEPER THAN
1:20
THE CLEAR WIDTH OF A CIRCULATION PATH SHALL
BE MIN. 36"
CLEAR WIDTH OF THE EXTERIOR VISITABLE ROUTE
SHALL BE 48. CLEAR WIDTH OF THE EXTERIOR
VISITABLE ROUTE WITHIN SEATING AREAS SHALL BE
36"
EXCEPTIONS CAN BE FOUND IN SECTION 403.5.1 IN
ICC -Al 17.1
INTERIOR DOORWAYS SHALL HAVE A MINIMUM CLEAR
OPENING OF 31 3/4" MIN. MEASURED BETWEEN THE
FACE OF THE DOOR AND STOP, WITH THE DOOR
OPEN 90 DEG.
4. THRESHOLDS
CHANGES IN LEVEL OF 1/4" MAX. IN HEIGHT SHALL BE
PERMITED TO BE VERTICAL
CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT,
NO MORE THAN 1/2" MAX SHALL BE BEVELED WITH A
SLOPE NOT STEEPER THAN 1:2.
THRESHOLDS AR EXTERIOR SLIDING DOORS SHALL
BE PERMITTED TO BE 3/4" MAX. IN HEIGHT, PROVIDED
THEY ARE BEVELED WITH A SLOPE NO STEEPER
THAN 1:2.
5. VISITABLE RAMPS
RAMPS SHALL HAVE A RUNNING SLOPE STEEPER
THAN 1:20
RAMPS SHALL NOT HAVE A RUNNING SLOPE
STEEPER THAN 1:12
CROSS SLOPE RUNS SHALL NOT BE STEEPER THAN
1:48
CLEAR WIDTH OF A RAMP SHALL BE 36" MIN.
HANDRAILS AND SUPPORTS THAT ARE PROVIDED ON
THE RAMP SHALL NOT PROJECT INTO THE REQUIRED
CLEAR WIDTH OF THE RAMP RUN.
MAX RISE SHALL BE 30" MAX.
VISITABILITY CALCULATIONS
ACCESSIBLE ACCESSIBILITY
DWELLING TYPE: POINT VALUE PER
DWELLING UNIT:
TYPE B VISITABLE GROUND FLOOR 1
NUMBER OF ACCESSIBILITY
UNITS WITHIN THE POINTS REQUIRED:
PROJECT:
29-42 18
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F.O.S.
F.O.S.
86'- 10 1/2"
L - - - - - - - - - - - - L L - - - - - - - - - - - - L
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1
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A400 SCALE: 1/4" = 1'-0"
North
VISITABLE - FRONT
F.O.S.
GENERAL PLAN NOTES
1. ALL DIMENSIONS INDICATED ARE TO FACE OF
FRAMING OR STRUCTURE, UNLESS NOTED
OTHERWISE.
2. REFER TO STRUCTURAL DRAWINGS FOR ALL
FOUNDATION AND CONCRETE SLAB SPECIFICATIONS.
3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL
VARY PER INDIVIDUAL SITE GRADING. REFER TO
SITE SPECIFIC FOUNDATION PLANS, SEE
STRUCTURAL DRAWINGS
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F.O.S. F.O.S.
ENHANCED ELEV. STD. ELEV. STD. ELEV. STD. ELEV.
VISITABLE - FRONT
FIRST FLOOR PLAN
A401 SCALE: 1/4" = 1'-0"
North
VISITABLE - FRONT
GENERAL PLAN NOTES
1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING
OR STRUCTURE, UNLESS NOTED OTHERWISE.
2. REFER TO STRUCTURAL DRAWINGS FOR ALL
FOUNDATION AND CONCRETE SLAB SPECIFICATIONS.
3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY
PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC
FOUNDATION PLANS.
4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1"ABOVE SUB -
FLOOR ON FIRST, SECOND FLOOR, AND 7'-0" ON
THIRD FLOOR. SEE ELEVATIONS. TYPICAL EGRESS
WINDOW SILL HEIGHT 3'-8" MAX. ABOVE FINISHED
FLOOR.
5. TYPICAL EXTERIOR DOORS ARE 8'-0" TALL, UNO.
TYPICAL INTERIOR DOORS ARE 6'-8", UNO.
6. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE
OF ROUGH OPENING.
7. ALL EXTERIOR WINDOWS TO BE FLASHED AND CAULKED
PER MANUFACTURER'S INSTRUCTIONS.
8. ALL INTERIOR PARTITIONS TO BE ASSEMBLY TYPE F,
UNO., SEE SHEET A801
9. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. MASONRY
VARIES PER ELEVATION. SEE BUILDING COMPOSITE
ELEVATIONS.
10. PROVIDE WATERPROOF BACKER BOARD AT
TUB/SHOWER SIDEWALLS AND CEILINGS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
3
A410
1
A420
C6
0
■
cl DESIGN
ARCHITECTURE
PLANNING
LANDSCAPE
ARCHITECTURE
DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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ISSUE DATE:
04/16/2021
REVISIONS:
4 UNIT BLDG #7
FIRST FLOOR PLAN
NUMBER:
A401
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1
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UNIT # 5353 - TYPE 3 UNIT # 5355 - TYPE 1 UNIT # 5357 - TYPE 1 UNIT # 5359 - TYPE 3
ENHANCED ELEV. STD. ELEV.
VISITABLE - FRONT
1
A402
STD. ELEV.
SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
North
STD. ELEV.
VISITABLE - FRONT
F.O.S.
cn
O
GENERAL PLAN NOTES
1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING
OR STRUCTURE, UNLESS NOTED OTHERWISE.
2. REFER TO STRUCTURAL DRAWINGS FOR ALL
FOUNDATION AND CONCRETE SLAB SPECIFICATIONS.
3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY
PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC
FOUNDATION PLANS.
4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1"ABOVE SUB -
FLOOR ON FIRST, SECOND FLOOR, AND 7'-0" ON
THIRD FLOOR. SEE ELEVATIONS. TYPICAL EGRESS
WINDOW SILL HEIGHT 3'-8" MAX. ABOVE FINISHED
FLOOR.
5. TYPICAL EXTERIOR DOORS ARE 8'-0" TALL, UNO.
TYPICAL INTERIOR DOORS ARE 6'-8", UNO.
6. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE
OF ROUGH OPENING.
7. ALL EXTERIOR WINDOWS TO BE FLASHED AND CAULKED
PER MANUFACTURER'S INSTRUCTIONS.
8. ALL INTERIOR PARTITIONS TO BE ASSEMBLY TYPE F,
UNO., SEE SHEET A801
9. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. MASONRY
VARIES PER ELEVATION. SEE BUILDING COMPOSITE
ELEVATIONS.
10. PROVIDE WATERPROOF BACKER BOARD AT
TUB/SHOWER SIDEWALLS AND CEILINGS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
3
A410
1
A420
C6
0
■
cit DESIGN
ARCHITECTURE
PLANNING
LANDSCAPE
ARCHITECTURE
DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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ISSUE DATE:
04/16/2021
REVISIONS:
4 UNIT BLDG #7
SECOND FLOOR
PLAN
NUMBER:
A402
1
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86'- 10 1/2"
25'- 1 3/4" 18'- 3 1/2" 18'- 3 1/2" 25'- 1 3/4"
F.O.S.
F.O.S.
UNIT # 5353 - TYPE 3
ENHANCED ELEV.
VISITABLE - FRONT
UNIT # 5355 - TYPE 1
STD. ELEV.
I 6� 111111 FFA
UNIT # 5357 - TYPE 1
STD. ELEV.
1 THIRD FLOOR PLAN
A403 SCALE: 1/4" = 1'-0"
North
UNIT # 5359 - TYPE 3
STD. ELEV.
VISITABLE - FRONT
F.O.S.
0
V
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O
GENERAL PLAN NOTES
1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING
OR STRUCTURE, UNLESS NOTED OTHERWISE.
2. REFER TO STRUCTURAL DRAWINGS FOR ALL
FOUNDATION AND CONCRETE SLAB SPECIFICATIONS.
3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY
PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC
FOUNDATION PLANS.
4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1" ABOVE SUB -
FLOOR ON FIRST, SECOND FLOOR, AND 7'-0" ON
THIRD FLOOR. SEE ELEVATIONS. TYPICAL EGRESS
WINDOW SILL HEIGHT 3'-8" MAX. ABOVE FINISHED
FLOOR.
5. TYPICAL EXTERIOR DOORS ARE 8'-0" TALL, UNO.
TYPICAL INTERIOR DOORS ARE 6'-8", UNO.
6. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE
OF ROUGH OPENING.
7. ALL EXTERIOR WINDOWS TO BE FLASHED AND CAULKED
PER MANUFACTURER'S INSTRUCTIONS.
8. ALL INTERIOR PARTITIONS TO BE ASSEMBLY TYPE F,
UNO., SEE SHEET A801
9. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. MASONRY
VARIES PER ELEVATION. SEE BUILDING COMPOSITE
ELEVATIONS.
10. PROVIDE WATERPROOF BACKER BOARD AT
TUB/SHOWER SIDEWALLS AND CEILINGS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
3
A410
1
A420
C6
0
■
cit DESIGN
ARCHITECTURE
PLANNING
LANDSCAPE
ARCHITECTURE
DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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SH
PROJECT NO:
2018033
ISSUE DATE:
04/16/2021
REVISIONS:
4 UNIT BLDG #7
THIRD FLOOR PLAN
NUMBER:
A403
F.
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REQUIRED ROOF VENTILIATION
1033 SF
496 int
REQ.
273 int
ZONE 2
740 SF
355 int
VENTILATION
REQ. HIGH
REQ. LOW
NAME
AREA
(1/300)
VENTILATION
VENTILATION
ZONE 1
1033 SF
496 int
223 int
273 int
ZONE 2
740 SF
355 int
160 int
195 int
ZONE 3
740 SF
355 int
160 int
195 int
ZONE 4
1033 SF
496 int
223 int
273 int
F.O.S.
UNIT # 5353 - TYPE 3
ENHANCED ELEV.
VISITABLE - FRONT
UNIT # 5355 - TYPE 1 UNIT # 5357 - TYPE 1
STD. ELEV.
1 ROOF PLAN
A404 SCALE: 1/4" = V-0"
STD. ELEV.
North
UNIT # 5359 - TYPE 3
STD. ELEV.
VISITABLE - FRONT
F.O.S.
1
A420
EAVE TYP.
J.N.O.
GENERAL ROOF PLAN NOTES
1. DRAWINGS DEPICT DESIGN INTENT ONLY, SEE
STRUCTURAL DRAWINGS FOR ROOF FRAMING PLANS
AND TRUSS INFORMATION.
2. PROVIDE ATTIC DRAFT STOPS AS REQUIRED BY
APPLICABLE CODES.
3. PROVIDE ATTIC ACCESS PANELS AS REQUIRED BY
APPLICABLE CODES 22" X 30" MIN.
4. INSTALL "ICE & WATER SHIELD" AT ROOF PERIMETER
AND VALLEYS, TYP. PER MANUF. SPECIFICATIONS.
5. ALL ROOF PENETRATIONS SHALL BE FLASHED AND
SEALED PER MFR'S RECCOMENDATIONS.
6. VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN
THE FEILD WITH BUILDER.
7. AT SINGLES ON ROOF LESS THEN 4:12, PROVIDE
UNDERLAYMENT PER MANUFACTURE'S LOW SLOPE
SPECIFICATIONS
ZONE 2 VENTILATION
ZONE 1 VENTILATION
VENT TYPE
VENT TYPE
VENT AREA
QTY
VENT AREA
TOTALVENT
AREA PER TYPE
HIGH
192 int
LOW
4' RIDGE VENT
3 96 int
288 int
LOW
432 int
LOW PROFILE VENT
2 60 int
120 int
SOFFIT VENT
5 64 int
320 int
ZONE 1 TOTAL PROPOSED VENT AREA
728 int
ZONE 2 VENTILATION
ZONE 4 VENTILATION
VENT TYPE
QTY
VENT AREA
TOTALVENT
AREA PER TYPE
HIGH
TOTALVENT
AREA PER TYPE
4' RIDGE VENT 2 96 int
192 int
LOW
4' RIDGE VENT
LOW PROFILE VENT 4 60 int
240 int
ZONE 2 TOTAL PROPOSED VENT AREA
432 int
ZONE 3 VENTILATION
ZONE 4 VENTILATION
VENT TYPE
QTY
VENT AREA
TOTALVENT
AREA PER TYPE
HIGH
TOTALVENT
AREA PER TYPE
4' RIDGE VENT 2 96 int
192 int
LOW
4' RIDGE VENT
LOW PROFILE VENT 4 60 int
240 int
ZONE 3 TOTAL PROPOSED VENT AREA
432 int
■
cit DESIGN
ARCHITECTURE
PLANNING
LANDSCAPE
ARCHITECTURE
DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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ZONE 4 VENTILATION
CHECKED BY:
VENT TYPE
PROJECT NO:
QTY
VENT AREA
TOTALVENT
AREA PER TYPE
HIGH
4' RIDGE VENT
3 96 int
288 int
LOW
LOW PROFILE VENT
2 60 int
120 int
SOFFIT VENT
5 64 int
320 int
ZONE 4 TOTAL PROPOSED VENT AREA
728 int
■
cit DESIGN
ARCHITECTURE
PLANNING
LANDSCAPE
ARCHITECTURE
DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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CE
CHECKED BY:
SH
PROJECT NO:
2018033
ISSUE DATE:
04/16/2021
REVISIONS:
4 UNIT BLDG #7
ROOF PLAN
NUMBER:
A404
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420 STD. ELEV.
3
A410
F.O.S.
VISITABLE - FRONT
TYPICAL 4 UNIT BLDG - SIDE ELEVATION
SCALE: 3/16" = 1'-0"
CE
CE
T.O. PLATE 3
128'- 6 3/4"
THIRD FLOOR
120'- 5 5/8"
T.O. PLATE 2
119'- 2 7/8"
SECOND FLOOR
110'- 1 3/4"
T.O. PLATE 1
109'- 1 1/8"
FIRST FLOOR
100'-0"
00
,.
00
m
00
m
F.O.S.
GENERAL ELEVATION NOTES
1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY,
SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND
FRAMING SPECIFICATIONS
2. GRADE LINES INDICATED ARE APPROXIMATIONS,
BUILDER TO COORDINATE SITE SPECIFIC GRADING AT
EACH LOT,PROVIDE POSITIVE SLOPE AWAY FROM
STRUCTURE AT EACH LOT
3. REFER TO ROOF PLANS FOR ROOFING MATERIAL,
SLOPE AND BEARING INFORMATION
4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1" ABOVE SUB -
FLOOR ON FIRST, SECOND, AND 7'-0" ON THIRD. SEE
ELEVATIONS. TYPICAL EGRESS WINDOW SILL HEIGHT
3'-8" MAX. ABOVE FINISHED FLOOR.
5. ALL EXPOSED WOOD POSTS, BEAMS AND TRIM SHALL
BE STAINED, AND OR SEALED
6. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT
ALL ROOF DRAINAGE CONDITIONS, COORDINATE
LOCATIONS W/ BUILDER
STRUCT & CIVIL
DRAWINGS
UNIT # 5353 - TYPE 3 UNIT # 5355 - TYPE 1 UNIT # 5357 - TYPE 1 UNIT # 5359 - TYPE 3
ENHANCED ELEV.
VISITABLE - FRONT
STD. ELEV. STD. ELEV.
TYPICAL 4 UNIT BLDG -FRONT ELEVATION
SCALE: 3/16" = 1'-0"
STD. ELEV.
VISITABLE - FRONT
■
cit DESIGN
ARCHITECTURE
PLANNING
LANDSCAPE
ARCHITECTURE
DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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CE
CHECKED BY:
SH
PROJECT NO:
2018033
ISSUE DATE:
04/16/2021
REVISIONS:
4 UNIT BLDG #7
ELEVATIONS
NUMBER:
A41 0
F.
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F.O.S. 1 F.O.S.
A420
q-
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VISITABLE - FRONT
TYPICAL 4 UNIT -SIDE ELEVATION
SCALE: 3/16" = 1'-0"
CE
q-
). PLATE 3
128'- 6 3/4"
RD FLOOR
120'- 5 5/8"
). PLATE 2
119'-27/8"
ND FLOOR
110' - 1 3/4"
1. PLATE 1
109'- 1 1/8"
ST FLOOR
100'-0"
00
00
00
00
F.O.S.
F.O.S.
UNIT # 5359 - TYPE 3
STD. ELEV.
VISITABLE - FRONT
UNIT # 5357 - TYPE 1
STD. ELEV.
UNIT # 5355 - TYPE 1
STD. ELEV.
STRUCT & CIVIL
DRAWINGS UNIT # 5353 - TYPE 3
ENHANCED ELEV.
VISITABLE - FRONT
F.O.S.
GENERAL ELEVATION NOTES
1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY,
SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND
FRAMING SPECIFICATIONS
2. GRADE LINES INDICATED ARE APPROXIMATIONS,
BUILDER TO COORDINATE SITE SPECIFIC GRADING AT
EACH LOT,PROVIDE POSITIVE SLOPE AWAY FROM
STRUCTURE AT EACH LOT
3. REFER TO ROOF PLANS FOR ROOFING MATERIAL,
SLOPE AND BEARING INFORMATION
4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1" ABOVE SUB -
FLOOR ON FIRST, SECOND, AND 7'-0" ON THIRD. SEE
ELEVATIONS. TYPICAL EGRESS WINDOW SILL HEIGHT
3'-8" MAX. ABOVE FINISHED FLOOR.
5. ALL EXPOSED WOOD POSTS, BEAMS AND TRIM SHALL
BE STAINED, AND OR SEALED
6. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT
ALL ROOF DRAINAGE CONDITIONS, COORDINATE
LOCATIONS W/ BUILDER
TYPICAL 4 UNIT BLDG -REAR ELEVATION
SCALE: 3/16" = 1'-0"
■
cl DESIGN
ARCHITECTURE
PLANNING
LANDSCAPE
ARCHITECTURE
DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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DRAWN BY:
CE
CHECKED BY:
SH
PROJECT NO:
2018033
ISSUE DATE:
04/16/2021
REVISIONS:
4 UNIT BLDG #7
ELEVATIONS
NUMBER:
A411
F.
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F.O.S. CE C F.O.S.
UNIT # 5353 - TYPE 3
ENHANCED ELEV.
VISITABLE - FRONT
UNIT # 5355 - TYPE 1
STD. ELEV.
UNIT # 5357 - TYPE 1
1 SECTION
A420 SCALE: 3/16" = 1'-0"
STD. ELEV.
UNIT # 5359 - TYPE 3
STD. ELEV.
VISITABLE - FRONT
00
00
m
00
m
■
cl DESIGN
ARCHITECTURE
PLANNING
LANDSCAPE
ARCHITECTURE
DTJ DESIGN, INC
3101 Iris Ave, Suite 130
Boulder, Colorado 80303
T 303.443.7533
www.dtjdesign.com
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CE
CHECKED BY:
SH
PROJECT NO:
2018033
ISSUE DATE:
04/16/2021
REVISIONS:
4 UNIT BLDG #7
SECTIONS
NUMBER:
A420
OO
EMK CONSULTANTS, INC.
ENGINEERING -SURVEYING
7006 SOUTH ALTON WAY. BLDG. F CENTEN
Reviewed by the City of Wheat Ridg
Engineering Division
NO EXCEPTIONS TAKEN
BY: Jordan Jefferies
DATE: 4/27/2021
COMMENTS: A grading certificatin with ILC or
updated CCP required prior to CO
TRACT E
LAND DEVELOPMENT
SERVICES AND SOLUTIONS
COLORADO 80112-2019 (303)694-1520
JOB NO.: 13185.00
DRAWN BY: GWR
DATE: 03/28/2021
Reviewed for Zoning Wmpllance by the
Or, of Wheat Ridge Planning Division �•r�
APPROVED
BY:
DATE�n�'Z��'Z n�
COMMENTS:
PREPARED UNDER MY SUPERVISOR
FOR AND ON BEHALF OF
EMK CONSULTANTS, INC.
1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1
RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD.
2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F
APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th
INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND
FOR INFORMATIONAL PURPOSES ONLY.
3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY U
TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF
AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F
GEOTECHNICAL SPECIFICATIONS BY OTHERS.
4. LOT AREA TAKEN FROM RECORDED PLAT.
5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1
SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF
PRIOR TO HOUSE CONSTRUCTION.
6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT
THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN
EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUR\
BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1
CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE
A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1
ACCOMPANYING LEGAL DESCRIPTION.
TRACT B
LOT 31
**NOTE: LOT 27
**NOTE: LOT 29
ll� SBB'4f''*" /9
5fig1n'6
A$gg'M'5B5M
� ' O'
**NOTE: LOT 28
**NOTE: LOT 30
31.48 co 67.7
6 0 1&28'6
68 18.28' � 3248' 9.6
"El �
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PREPARED UNDER MY SUPERVISOR
FOR AND ON BEHALF OF
EMK CONSULTANTS, INC.
1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1
RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD.
2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F
APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th
INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND
FOR INFORMATIONAL PURPOSES ONLY.
3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY U
TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF
AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F
GEOTECHNICAL SPECIFICATIONS BY OTHERS.
4. LOT AREA TAKEN FROM RECORDED PLAT.
5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1
SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF
PRIOR TO HOUSE CONSTRUCTION.
6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT
THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN
EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUR\
BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1
CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE
A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1
ACCOMPANYING LEGAL DESCRIPTION.
TRACT B
LOT 31
**NOTE: LOT 27
**NOTE: LOT 29
SET F.G. GARAGE FLOOR
SET F.G. GARAGE FLOOR
28" BELOW TOF
23" BELOW TOF
**NOTE: LOT 28
**NOTE: LOT 30
SET F.G. GARAGE FLOOR
SET F.G. GARAGE FLOOR
23" BELOW TOF
17" BELOW TOF
EA =FRONT ACCESIBLE
U.E.=UTILITY EASEMENT
S.E.=SIDEWALK EASEMENT
DS=DROP SIDING/GRADE
NOTE: RAISED
i FOUNDATION
WALL (TOF)
y , NOTE:
NOTE: LOWER SIDING OR '-Y( .�\ ADJUST GRADE AS
VENEER ALONG SHOWN TO ACHIEVE
THIS WALL LINE. INDICATED SLOPE.
LEGAL DESCRIPTION
5353, 5355, 5357, do 5359 PIERSON COURT,
LOTS 27, 28, 29 do 30, BLOCK 2,
QUAIL RUN FINAL PLAT,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON,
STATE OF COLORADO
SETBACKS
FRONT: 10' HOUSE/PORCH
REAR: 0'
SIDE: 5' SIDE -CORNER: 10'
0
GRAPHIC0, SCALE
1 e=20'
City of COMMER CIA LIMUL TI- FA MIL Y
�7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW
COMMUNITY
Date: 4/28/2021
Location: 5359 Pierson Ct
ATTENTION: BUILDING DEPARTMENT
I have reviewed the submitted application documents to construct a Townhorne
located at the above referenced address. Please note the comments checked below.
1. ✓ Site Survey: ✓ OK Not OK; refer to stipulations.
2. ✓ Drainage:
a. Final Drainage Report and Plan required ✓ Yes No
b. Drainage Letter and Plan required ✓ Yes No
C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations
3. ✓ CDPS Permit & SWNIP Approved: ✓ Yes No _ N/A
4. ✓ Public Improvements to be comnleted:
a. street paving/patching:
✓ Yes
No
b. curb & gutter/drivecut
✓ Yes
No
C. sidewalk:
✓ Yes
No
d. standard street lights:
✓ Yes _
No
e. pedestrian lights:
✓ Yes _
No
f. storm sewer:
✓ Yes
No
g. Letter of Credit (LOC) required:
✓ Yes
No
h. Funds in lieu of construction:
TT Yes ✓ No
If an LOC or funds in lieu of are required,
has it been received?
V/Yes No
5. ✓ SIA/PIA required and received
6. ✓ Traffic impact analysis required & approved:
✓ Yes No
✓ Yes No
7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No
8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No
If not, what is required: N/A
If R.O.W. is required, has the deed been received? ✓ Yes No (See Note below)
NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy.
9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this
Permit Application, subject to the stated or attached stipulations.
L� 4/28/2021
Signature Date
10._a Stipulations: A Grading Certification accompanied by an ILC or updated CCP w/ spot elevations
shall be required prior to issuance of the final C.O. for the building.
11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to
City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading
Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of
the Certificate of Occupancy.
Rev 04/2020
V 1(
City of
Wheat,p
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
ENGINEERING DEVELOPMENT REVIEW FEES
Date: 4/28/2021
Location of Construction: 5359 Pierson Ct
Purpose of Construction:
Single Family El
Townhome
Commercial El Multi -Family _a Sitework El
Development Review Processing Fee: ................................................ $100.00
(Required of all projects for document processing)
Single Family Residence/Duplex Review Fee: ..................................... $50.00
Commercial/Multii-Family Review Fees:
(Fees include reviews of the l't and 2nd submittals)
• Review of existing or minimal technical documents: ........................ $200.00
• Initial review' of technical civil engineering documents: ................ $600.00
• Traffic Impact Study Review Fee :.................................................... $600.00
• Trip Generation Study Review Fee :................................................... $200.00
• Stormwater Management Plan (SWMP) Review Fee :....................... $200.00
• O & M Schedule Review & SMA Recording Fee ............................. $100.00
• Construction Control Plan.................................................................. $100.00
$ 100.00
'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff
have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees:
• Resubmittal Fees:
3`d submittal ('h initial review fee): .................................................... $300.00 $
4' submittal (full initial review fee): ................................................. $600.00 $
All subsequent submittals:................................................................. $600.00 X = $
(Full initial review fee)
TOTAL REVIEW FEES (due at time of Building Permit issuance): $100.00
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND
PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE
PUBLIC RIGHT-OF-WAY.
www.ci.wheatridge.co.us
Rev 04/20
V 1(
City of
Wheat,p
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATE: 4/28/2021 ADDRESS: 5359 Pierson Ct
Dear Contractor:
In conjunction with the approval of the building permit application for the above referenced
address, this letter is to inform you that all existing public improvements located along the
frontage of said address shall be restored, (if damaged from related construction) to an
acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior
to the issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative will conduct an onsite
inspection to determine the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 720-429-6051
Sincerely,
Signature
CC: File
w .ci.wheatridgexo.us
Rev 0420
August 12, 2020
Wonderland Homes
8246 Northfield Boulevard
Building J, Suite #2600
Denver. Colorado 80238
Subject: Soils and Foundation Summary Letter
Quail Run
Block 2, Lots 27-30
Wheat Ridge, Colorado
Project No. DN49,619-120-R1
I N C O R P O R A T E D
I HOME BUYER ADVISORY
Expansive and compressible soils and expansive bedrock
are present at this subdivision; which results in a geologic
hazard. This letter describes the soil conditions on this lot
more specifically. Prospective home buyers are strongly
advised to read this letter and the referenced documents.
If you do not understand the risk(s) associated with the
hazard and the important role you must accept to manage
and mitigate the risk(s), we recommend you contact a
competent geotechnical (soils) engineer for advice.
CTL I Thompson, Inc. performed a Soils and Foundation Investigation for
56 lots within Quail Run and presented results in a report dated July 30, 2020.
This letter presents a summary of our findings and recommendations for the sub-
ject lots. The report referenced above should be reviewed for foundation design.
Colorado is a challenging location to practice geotechnical engineering.
The climate is relatively dry and the near -surface soils are typically dry and com-
paratively stiff. These soils and related sedimentary bedrock formations tend to
react to changes in moisture conditions. Some of the soils and bedrock swell as
they increase in moisture and are referred to as expansive soils. Other soils can
compress significantly upon wetting and are identified as compressible soils.
Most of the land available for development east of the Front Range is underlain
by expansive clay or claystone bedrock near the surface. The soils that exhibit
compressible behavior are more likely west of the Continental Divide; however,
both types of soils occur throughout the state.
Expansive and compressible soils and expansive bedrock as well as shal-
low groundwater that may affect basement construction are present at this subdi-
vision, which constitutes a geologic hazard. There is risk that foundations and
slab -on -grade floors will experience heave or settlement, and damage. Covering
the ground with houses, streets, driveways, patios, etc., coupled with lawn irriga-
tion and changing drainage patterns, leads to an increase in subsurface moisture
conditions. Thus, some soil movement due to heave or settlement is inevitable.
Wonderland Homes elected to perform sub -excavation of the soils to reduce po-
tential movements. Our records indicate sub -excavation was effective. A more
detailed discussion of the sub -excavation process is presented in Exhibit C. Sub -
excavation will not eliminate potential movements, it is intended to reduce total
and differential movement. It is likely some cosmetic distress will occur (dry wall
cracks, slab heave and cracks, etc.). Fill can also soften and compress upon wet-
ting. It is critical that all recommendations in this report are followed to increase
the chances that the foundations and slabs -on -grade will perform satisfactorily.
1971 West 121h Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-8254252
After construction, homeowners must assume responsibility for maintaining the
structures and use appropriate practices regarding drainage and landscaping.
In summary, the strata encountered in the boring on these lots consisted
of 17 feet of fill underlain by claystone bedrock to the maximum depth explored of
30 feet. No groundwater was encountered during this investigation. The clayey
soils and bedrock are expansive. Use of footings with minimum deadload is rec-
ommended. Astructurally supported basement floor is recommended. Further
details are described in following paragraphs.
Based on our investigation, predominantly low to moderate swelling mate-
rials are present at depths likely to influence shallow foundation and slab perfor-
mance, and we believe there is low to moderate risk of ground movement suffi-
cient to damage slabs -on -grade and foundations. The risk of foundation and slab
movements can be mitigated, but not eliminated, by careful design, construction,
and maintenance procedures. We believe the recommendations in this report will
help control risk of foundation and slab damage; they will not eliminate that risk.
The builder and homebuyers should understand that slabs -on -grade and, in
some instances, foundations may be affected by the subsoils. Homeowner
maintenance will be required to control risk. We recommend the builder provide a
booklet to homebuyers that describes swelling soils and includes recommenda-
tionsfor care and maintenance of homes constructed on expansive soils. Colo-
rado Geological Survey Special Publication 431 was designed to provide this in-
formation.
Laboratory tests were performed on samples from these lots and nearby
lots. Samples from these lots compressed 0.1 to 0.3 percent, did not swell, and
swelled 0.3 to 3.3 percent when wetted. Based upon results of laboratory tests
and other factors, we judge basement slab performance risk for these lots to be
low. Exhibit A provides a discussion of slab performance risk evaluation, as well
as slab installation and maintenance recommendations. We performed calcula-
tions of total potential ground heave and basement heave as part of our study.
The calculations indicate the ground surface on low risk lots included in this in-
vestigation could heave less than 0.5 -inch to 3.2 inches and the basement floor
slabs could heave less than 0.5 -inch to 2.0 inches. The calculated potential
heave for this lot is 0.6 to 2.4 inches at the ground surface. It is not certain this
movement will occur. If home buyers cannot tolerate movement of a slab -on -
grade basement floor, they should select a lot where a structurally supported
floor will be constructed or request that a structurally supported floor be installed.
�"A Guide to Swelling Soils for Colorado Homebuyers and Homeowners; Second Edition Revised and Updated by David
C. Noe, Colorado Geological Survey, Department of Natural Resources, Denver Colorado, 200].
oUAIL RUN
BLOCK 2, LO75 2]-30
Considering the subsurface conditions at these lots, we recommend
construction of the proposed residence on a footing foundation with minimum
deadload. Footings should be designed for a maximum allowable soil pressure of
3,000 psf with a minimum deadload pressure of 1,000 psf. Footings should be at
least 16 inches in width. Column pads should be at least 18 inches square. There
should be a 4 -inch continuous void between the footings to concentrate the
deadload, if interrupted footings are necessary. Exterior footings should be
protected from frost action with at least 3 feet of cover. It is sometimes necessary
to alter the foundation design based on conditions exposed during construction.
The buyer can discuss the changes, if any, with the builder.
Basement and/or foundation walls and grade beams that extend below
grade should be designed for lateral earth pressures where backfill is not present
to about the same extent on both sides of the wall. Our experience suggests
basement walls can deflector rotate slightly under normal design loads and that
this deflection typically does not affect the structural integrity of the walls. We rec-
ommend design of the basement walls on these lots using an equivalent fluid
density of at least 60 pounds per cubic foot. This value assumes slight deflection
of the wall can occur, generally less than 0.5 to 1 percent of the wall height.
Some minor cracking of the walls may occur.
A subsurface drain is recommended around the entire perimeter of the
lowest excavation area for this residence. The drain should lead to a positive
gravity outlet or to a sump where water can be removed with a pump. The provi-
sion of the drain will not eliminate slab movement or prevent moist conditions in
crawl spaces. The pump must be maintained by the home owner.
Proper design, construction and maintenance of surface drainage are criti-
cal to the satisfactory performance of foundations, slabs -on -grade, and other im-
provements. Landscaping and irrigation practices will also affect performance.
Exhibit B contains our recommendations for surface drainage, irrigation, and
maintenance.
The concept of risk is an important aspect with any geotechnical evalua-
tion, primarily because the methods used to develop geotechnical recommenda-
tions do not comprise an exact science. We never have complete knowledge of
subsurface conditions. Our analysis must be tempered with engineering judg-
mentand experience. Therefore, the recommendations presented in any ge-
otechnical evaluation should not be considered risk-free. We cannot provide a
guarantee that the interaction between the soils and a proposed structure will be
as desired or intended. Our recommendations represent our judgment of those
measures that are necessary to increase the chances that the structure will per-
form satisfactorily. It is critical that all recommendations in the referenced report
are followed. Home owners must assume responsibility for maintaining the struc-
ture and use appropriate practices regarding drainage and landscaping.
ouni�RUN
BLOCK 2, LO75 2]-30
As this letter is meant only as a summary of our findings and recommen-
dationsfor the subject lots, we recommend home buyers review the Soils and
Foundation Investigation from which this summary is taken.
CTL THOMPSON, INC.
Alan J. Liso�ry
Au€ 122020
ouni�RUN
BLOCK 2, LO75 2]-30
EXHIBIT A
SLAB PERFORMANCE RISK EVALUATION,
INSTALLATION AND MAINTENANCE
As part of our evaluation of the subsoils and bedrock, samples were tested in the labora-
tory using a swell test. In the test procedure, a relatively undisturbed sample obtained during
drilling is first loaded and then flooded with water and allowed to swell. The pressure applied
prior to wetting can approximate the weight of soil above the sample depth or be some standard
load. The measured percent swell is not the sole criteria in assessing potential movement of
slabs -on -grade and the risk of poor slab performance. The results of a swell test on an individ-
ual lot are tempered with data from surrounding lots, depth of tests, depth of excavation, soil
profle, and other tests. This judgment has been described by the Colorado Association of Ge-
otechnical Engineers (CAGE, 1996) as it relates to basement slab -on -grade floors. It can also
be used to help judge performance risk for other slabs -on -grade such as garage floors, drive-
ways, and sidewalks. CTL Thompson also performs potential heave calculations to aid in our
judgment. The risk evaluation is considered when we evaluate appropriate foundation systems
for a given site. In general, more conservative foundation designs are used for higher risk sites
to control the likelihood of excessive foundation movement.
As a result of the Slab Performance Risk Evaluation, sites are categorized as low, mod-
erate, high, or very high risk. This is a judgment of the swelling characteristics of the soils and
bedrock likely to influence slab pertormance.
REPRESENTATIVE MEASURED SWELL
AND CORRESPONDING SLAB
PERFORMANCE RISK CATEGORIES
Slab Pertormance
Risk Category
Representative Percent Swell'
(500 psf Surcharge)
Representative Percent Swell'
(1000 psf Surcharge)
Low
Oto <3
OtoQ
Moderate
3 to <5
2 to <4
High
Sto <8
4to <6
Very High
> 8
> 6
*Note: The representative percent swell values presented are not necessarily measured values; rather, they are
a judgment ofthe swelling characteristics of the soil and bedrock likely to inFluence slab performance.
The rating of slab performance risk on a site as low or high is not absolute. Rather, this
rating represents a judgment. Movement of slabs may occur with time in low, moderate, high,
and very high risk areas as the expansive soils respond to increases in moisture content. Over-
all, the severity and frequency of slab damage usually is greater in high and very high rated ar-
eas. Heave of slabs -on -grade of 3 to 5 inches is not uncommon in areas rated as high or very
high risk. On low and moderate risk sites, slab heave of 1 to 2 inches is considered normal and
we believe in the majority of instances, movements of this magnitude constitute reasonable slab
pertormance; more heave can occur. Slabs can be affected on all sites. On lots rated as high or
very high risk, there is more likelihood of need to repair, maintain or replace main level and gar-
agefloors and exterior flatwork.
The home buyer should be advised slabs -on -grade may move and crack due to heave
or settlement and that there may be maintenance costs associated during and after the builder
oun�� RUN Exhibit A-1
BLOCK 2, LOTS 2]-30
warranty period. Heave or settlement may require maintenance of finish details to control dam-
age. Our experience suggests that soil moisture increases below residence sites due to cover-
ing the ground with the house and exterior flatwork, coupled with the introduction of landscape
irrigation. In most cases, slab movements (if any) resulting from this change occur within three
to fve years.
For portions of the houses where conventional slabs -on -grade are used, we recommend
the following precautions. These measures will not keep slabs -on -grade from heaving; they tend
to mitigate damages due to slab heave.
Slab -on -grade floor construction should be limited to areas where slab movement
and cracking are acceptable to the builder and home buyer.
The International Residential Code (IRC R506) states that a flinch base course
layer consisting of clean graded sand, gravel, crushed stone or crushed blast fur-
nace slag shall be placed beneath below slab -on -grade floors (unless the under-
lying soils are free -draining), along with a vapor retarder. Installation of the base
course and vapor retarder is not common in this area. Historically, there has
been some concern that installation of clean base course could allow wetting of
expansive soils to spread from an isolated source.
IRC states that the vapor retarder can be omitted where approved by the building
official. The merits of installation of a vapor retarder below floor slabs depend on
the sensitivity of floor coverings and building use to moisture. A properly installed
vapor retarder is more benef tial below concrete slab -on -grade floors where floor
coverings, painted floor surtaces, or products stored on the floor will be sensitive
to moisture. The vapor retarder is most effective when concrete is placed directly
on top of it, rather than placing a sand or gravel leveling course between the va-
por retarder and the floor slab. Placement of concrete on the vapor retarder may
increase the risk of shrinkage cracking and curling. Use of concrete with reduced
shrinkage characteristics including minimized water content, maximized coarse
aggregate content, and reasonably low slump will reduce the risk of shrinkage
cracking and curling. Considerations and recommendations for the installation of
vapor retarders below concrete slabs are outlined in Section 5.2.3.2 of the 2015
American Concrete Institute (ACI) Committee 302, "Guide for Concrete Floor and
Slab Construction (ACI 302.1 R-15)".
Conventional slabs should be separated from exterior walls and interior bearing
members with a slip joint that allows free vertical movement of the slabs. These
joints must be maintained by the home buyer to avoid transfer of movement.
Underslab plumbing (if any) should be thoroughly pressure tested during con-
struction for leaks and be provided with flexible couplings. Gas and waterlines
leading to slab -supported appliances should be constructed with flexibility. The
homebuyer must maintain these connections.
Use of slab bearing partitions (if any) should be minimized. Where such partitions
are necessary, a slip joint (or float) allowing at least 3 inches of free vertical slab
movement should be used. Doorways should also be designed to allow vertical
movement of slabs. To limit damage in the event of movement, sheetrock should
oun�� RUN Exhibit A-2
BLOCK 2, LOTS 2]-30
not extend to the floor. The home buyer should monitor partition voids and other
connections and re-establish the voids before they close to less than %-inch.
Plumbing and utilities that pass through slabs (if any) should be isolated from the
slabs. Heating and air conditioning systems constructed on slabs should be pro-
vided with flexible connections capable of at least 3 inches of vertical movement
so slab movement is not transmitted to the ductwork. These connections must be
maintained by the home buyer.
Roofs that overhang a patio or porch should be constructed on the same founda-
tion as the residence. Isolated piers or pads may be installed beneath a roof
overhang provided the slab is independent of the foundation elements. Patio or
porch roof columns may be positioned on the slab, directly above the foundation
system, provided the slab is structural and supported by the foundation system.
Structural porch or patio slabs should be constructed to reduce the likelihood that
settlement or heave will affect the slab by placing loose backfill under the struc-
turally supported slab or constructing the slab over void -forming materials.
Patio and porch slabs without roofs and other exterior flatwork should be isolated
from the foundation. Movements of slabs should not be transmitted to the foun-
dation. Decks are more flexible and more easily adjusted in the event of move-
ment.
Frequent control joints should be provided in conventional slabs -on -grade to re-
duce problems associated with shrinkage cracking and curling. Panels that are
approximately square generally perform better than rectangular areas. We sug-
gest an additional joint about 3 feet away from and parallel to foundation walls.
oun�� RUN Exhibit A-3
BLOCK 2, LOTS 2]-30
EXHIBIT B
SURFACE DRAINAGE,
IRRIGATION AND MAINTENANCE
Performance of foundations and concrete flatwork is influenced by the moisture condi-
tions existing within the foundation soils. Surface drainage should be designed to provide rapid
runoff of surtace water away from proposed residences. Proper surtace drainage and irrigation
practices can help control the amount of surface water that penetrates to foundation levels and
contributes to settlement or heave of soils and bedrock that support foundations and slabs -on -
grade. Positive drainage away from the foundation and avoidance of irrigation near the founda-
tion also help to avoid excessive wetting of backfill soils, which can lead to increased backfll
settlement and possibly to higher lateral earth pressures, due to increased weight and reduced
strength of the backfll. CTL � Thompson, Inc. recommends the following precautions. The home
buyer should maintain surtace drainaoe and, if an irrioation system is installed, it should sub-
stantially conform to these recommendations.
Wetting or drying of the open foundation, utility and earthwork excavations
should be avoided.
The ground surface surrounding the exterior of each residence should be sloped
to drain away from the building in all directions. For non -basement residences,
we recommend a minimum constructed slope of at least 6 inches in the frst
10 feet (5 percent) in landscaped areas around each residence, where practical.
For residences with basements, we recommend a minimum constructed slope of
at least 12 inches in the frst 10 feet (10 percent) in landscaped areas around
each residence, where practical.
Between houses that are separated by a distance of less than 10 feet, the con-
structed slope should generally be at least 5 percent to the swale used to convey
water out of this area.
Swales used to convey water across yards and between houses should be
sloped so that water moves quickly and does not pond for extended periods of
time. We suggest minimum slopes of about 2 to 2.5 percent in grassed areas and
about 2 percent where landscaping rock or other materials are present. If slopes
less than about 2 percent are necessary, concrete -lined channels or plastic pipe
should be used.
Backfill around the foundation walls should be moistened and compacted.
Roof downspouts and drains should discharge well beyond the limits of all back-
fill. Splash blocks and/or extensions should be provided at all downspouts so wa-
ter discharges onto the ground beyond the backfll. We generally recommend
against burial of downspout discharge. Where it is necessary to bury downspout
discharge, solid, rigid pipe should be used and it should slope to an open gravity
outlet. Downspout extensions, splash blocks and buried outlets must be main-
tained by the home owner.
oun��RUN Exhibit B-1
BLOCK 2, LOTS 2]-30
ments. Landscaping should be carefully designed and maintained to minimize
irrigation. Plants placed close to foundation walls should be limited to those with
low moisture requirements. Irrigated grass should not be located within 5 feet of
the foundation. Sprinklers should not discharge within 5 feet of foundations. Plas-
tic sheeting should not be placed beneath landscaped areas adjacent to founda-
tion walls or grade beams. Geotextile fabric will inhibit weed growth yet still allow
natural evaporation to occur.
The design and construction criteria for foundations and floor system alternatives
were compiled with the expectation that all other recommendations presented in
this report related to surface and subsurtace drainage, landscaping irrigation,
backf 11 compaction, etc. will be incorporated into the project. It is critical that all
recommendations in this report are followed.
oun��RUN Exhibit B-2
BLOCK 2, LOTS 2]-30
EXHIBIT C
MITIGATION OF EXPANSIVE SOILS AND BEDROCK
THROUGH SUB -EXCAVATION
EDGEWATER CROSSING TOWNHOMES
EDGEWATER, COLORADO
Much of the soils and un-
derlying bedrock found
beneath the Front Range
area of Colorado are ex-
pansive; they swell when
wetted. Deep sub -exca-
vation of these clayey
soils and bedrock is seen
as an appropriate mitiga-
tion method in areas
where expansive materi-
als are present. Excava-
tion destroys the frac-
tures and non-uniform
structure of the near -sur-
face soils and bedrock.
The excavation typically
extends about 10 feet
below anticipated foun-
dation levels, although
deeper or shallower sub -
excavations are some-
times used. At this subdi-
vision, the excavation
was planned to bottom 8
to 15 feet below pro-
posed construction grades (Fig
The excavated soils and
bedrock are compacted in
thin, nearly horizontal lay-
ers (Fig. 2). Water is
mixed with the materials
as they are placed to "pre -
swell" the expansive soils
and reduce potential future
swell. On projects where
deep sub -excavation has
been employed, testing of
the soils, bedrock, and
backfill has demonstrated
that significant reduction in
swelling characteristics
can be achieved.
Figure 1
1).
Figure 2
QUAIL RUN Exhibit C-1
BLOCK 2, LOTS 27-30
The sub -excavation ap-
proach mitigates the influ-
ence of expansive materi-
als on man-made im-
provements and struc-
tures in several ways.
The weight of the fill helps
to resist potential heave
of the underlying natural
materials. The fill acts
like a cushion to spread
movement over a larger
area, reducing damaging
movements near the
ground surface (Fig. 3).
The fill also covers the
site with a thick layer of
compacted material that
limits penetration of water
to the underlying natural
soils and/or bedrock.
The sub -excavation pro-
cess can provide greater
stability for streets, side-
walks, driveways, and
buried utilities (Fig. 4), if
the sub -excavated layer
extends beneath these
improvements. Founda-
tion drains around base-
ments and under -drains
below sanitary sewer
mains (if installed within
the subdivision) also help
to collect irrigation and
precipitation water that
seeps into the ground.
Home owner irrigation
practices are critical to
the overall performance
of foundations and con-
crete flatwork and are dis-
cussed in more detail in
Exhibit B.
Figure 3
Figure 4
QUAIL RUN Exhibit C-2
BLOCK 2, LOTS 27-30