4555 Oak Pond Rd4y q `13 (3 P - * (e , --I c) y-. `-I3
RESIDENTIALwtiq??yn 7 _ -7 o . S-c)
, BUILDING PERMIT APPLICATJ?N Go . ?
CITY OF EAGAN'-?Hq1 t,(?
' 3830 PILOT KNOB RD - 55122
651-681-4675 C?1 ?9 y _ 13_ 6'
NewConstruatian Reauirements s41/"4 qs V _?'RAmodeUReoair Reouirements
• 3 iegislered site surveys showirg sq. ft. of lof, sq. ft of house; and all roofed a2as • 2 copies of plan ?ec e p?} # 815?-
(20% mazimum lot coverage allowed) . 1 sel of Energy Calculations for heated additions f
• 2 copies of plan showing beam & window s¢es; poured found design, etc.) • 1 site survey forexterior additions & decks -
• i set o( Energy Calculations
• 3 copies of Tree Preservation Plan N lot platted afler 711/93 1
. Rim Joist Delail Options selection sheet (bldgs with 3 orless units) p? j tur n q u;Sf Add;1 1 V h
?
DATE AA(1 1 2
JOB SITE
IF MULTI-FAMILY BUILDING, HOW MANY UNITS?
PROPERTY OWNER Ro
VALUATION (EXCLUDING LAND) ?I /S VL.CJ
TYPEOFWORK /11EUt C'.eAlS,r2uCT1DAl FIREPLACE(S) _0 &1 _2 _3
APPLICANT RONEttb 4-TR%5?AtA PAVL.AJG PHONE# y51) 4SLI-4451
ADDRESS )13p Norl4wood bri ve .4 ZOZ, GACA14 ZIPCODE SSfZI
PAGER # NDNE CELL PHONE # (CSl) z9s-1475_ ? FAX # Nanra
NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY
Energy Code Category X MINNESOTA RiJI.ES 7670 CATEGORY 1
(check one) - Residential Ventilation Category 1 Worksheet Submitted
- Energy Envelope Calculations Submitted
_ MINNESOTA RULES 7672
- New Energy Code Worksheet Submitted
PlumbingContractor: oL501U P1'LUMBiIJ6 Phone?'?) L2' 4D 79
Plumbing System Inclu(les: X Water Softener Lawn Sprinkler ree: $90.00
?< Water Heater ? No. of R.I. Baths
?hw0 Wryer 'y/ 3 No. of Baths
Mechanical Contractor: /-0I
Mechanical System Includes:
Sewer/Water
X Air Conditionii
X HeaC Recovery
All above information must be submitted prior to processing
Phone
C?51)?E5?I-t-lk 5?
? Fee: $70.00
I hereby acknowledge that I have read this application, state that ihe information is correct, and agree to comply with
all applicable State of Minnesota Statutes and City of Eagan Ordinances?.j
Slgnature of Applicant ?//h ?
Certificates of Survey Received X Tree Preservation Plan Received _ Not Required ?
r??
Updated 1/01
OFFICE USE ONLY
? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory BIdg
0 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 6ct. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous
v 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) O 45 Fire Repair
? 33 Alteration ? 37 Demolish (Bldg)" ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement "Demolitlon (Entire Bldg only) - Give PCA handout to applicant
Valuation m?0 Occupancy MC/ES System
Census Code Zoning City Water
SAC Units _ QL Stories / Booster Pump
Nbr. of Units Sq. Ft. a, Z//.Z PRV ?
Nbr. of Bldgs
Length , v
(07? Fire Sprinklered
Type of Const Width le D?
? Footings (new bldg)
_ Footings(deck)
Footings (addition)
Foundation
?b Drain TIle
Y Roof _ Ice & Water _ Final
Fratning
Fireplace ? R.I. Au Test _ Final
Insulation ?
_ Other
_ Pool _ Ftgs _ Air/Gas Tests _ Final
_ Siding Stucco Stone
_ Windows (new/replacement)
Approved By ( Z _, Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
a sac -?,
W?ef??S°0??`?1torage?'`
S8W Permi & SurchargL-
Treatment Plant
Plumbing Permit
Mechanical Permit
License Search
Copies
Other
Total
REQUIRED INSPECTIONS
? FinallC.O.
FinaUNo C.O.
?p Plumbing
? HVAC
9a-s .nc>
9 VS.U0
?- d U
16 v'lX?s ? ez ?/ G.
/yl?l a'JLL? U ?L
e?? ? 7vl m?
7??c? ? lo ` / a? ?J8 8 m U
T? ?? 7 C)t`{ L( ?
Address 4555 Oak Pond Road Zlp 55123
IAt 2 Blk I Sub Turnquist Addition
THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION.
Date: Yes No Inspector:
Final grade (6" from siding) .f
Pertnanentsteps (garage)
Permanent steps (main entry)
Permanent driveway
Permanent gas a
Sod/Seeded grass
Trail/curb damage
? LiFG?"!Z I cv4G f -Ozz 7 to
Porch
Basement finish
Deck
Please verify with the builder the removal of roof test caps fmm the plumbing system and the shut-off of water suppty to
the outside lawn faucet before freeze potential exists.
Contact engineering division at 681-4645 before working in righ[-of-way or installing underground sprinkler system. ?
White - City Copy Yellow - Resident Copy Pink - Contracror Copy
c? ??'??L?
.?
,
C?
N
?-----------------
?
? Permit #:?? j?
? Permit Fee: <o I
V I
? Date Received?Z)
? Staff: ue? I
2008 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: C:/ 45?1JC'b SiteAddress:
Tenant:
Suite #:
RESIDENT/OWNER .? r
Name: ??Dn "? I?iSI?1 F,Jcc? Phone: 65i qS_q'944$6
AddresslCity/Zip: q5?5?5 C7fd1= F'CNb Rci??b 04(?Ailj `JS t 23
Applicant is: ?4 Owner _ Contractor
TYPE OF WORK pescription ofwork: b'wk
Construction Cost: C(?'?Multi-Family Buiiding: (Yes No
CONTRACTOR Name: License #:
Address:
City: State: Zip
Phone: Contact Person:
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672
Energy Code . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
Category Submitted Submifled
(4 submission type) • Energy Envelope Calculations Submitted
In the last 12 months, has the CiTy of Eagan issued a permit for a similar plan based on a master plan?
_Yes _LNo If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer & Water Contractor: Phone:
??- NOTE: Pfans antl svpporfr?g tlocumentsfhat; you submrt aie cons1dered to bQ,public iriformatioF?: Portrans nf
. i, . . :. .' n , 1011111911
vide spec?fEC reasons that would permh the Cif}r to
• the mformatron may 6e clas5ied as rion-public if you pro
;{
,
Ej;
de that the a'r'e Lrade seGreis
34. Ii _s? r'ii coire/u ...?-- - -
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the oMinances and codes of the City of
Eagan; that 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permR; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval?of plans.1
? ?
X ',Q0 i1c?1 c, X
ApplicanYs Printed Name ApplicanYs Signature
Page 1 of 3
a , ti
i DO NOT WRITE BELOW THIS LINE
SUB TYPES
? Foundation ? OS-plex ? 16-plex ? Accessory Building ? Pool
? Single Family ? 06-plex ? Fireplace ? Porch (3-season) ? 6ct. Alt. -7Vlulti
? 01 of _ Plex ? 07-plex ? Garege ? Porch (4-season) ? Ext. Alt. - SF
? 02-Plex ? OS-plex A Deck ? Porch (screenlgazebo/pergola) ? Multl Misc.
? 03-Plex D 10-plex ? Lower Level ? Storm Damage
? 04-Plex ? 12-plex ? Miscellaneous
WORK TYPES
? New ? Interior Improvement ? Siding ? Demolish Building*
9 Addition ? Move Building ? Reroof ? Demolish Interior
? Alteration ? Fire Repair ? Windows ? Demolish Foundation
? Replacement ? Egress Window ? Water Damage
' Demolition (entire building) - give PCA handout to applicant
DESCRIPTION:
40
Valuation 3?b Occupancy
6jG-2 MCESSystem _
Plan Review IVZ09
?7`-- Code Edition _?_Iapc SAC Units
(25%_ 100%? Zoning 19,5! City WaMr -
Census Code ?! 3y Stories Booster Pump -
# of Units - Square Feet PRV ?
# of Buildings ^ Length 67 Fire Sprinklers J
Type of Const. /_ q_
?o. Width
REQUIRED INSPECTIONS
Footings(new bldg) Sheetrock
? Footings (deck) FinallC.O.
Footings (addition) ? FinallNo C.O.
Foundation . HVAC
Drain Tile - Other: .
Roof: _Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final
Framing Siding: _Stucco Lath _Stone Lath _Brick
Fireplace:_R.I. _AirTest _Final Windows
Insulation ? Retaining Wall
Reviewed By: _
Building Inspector
Base Fee
Surcharge
Plan Review
MCIES SAC
City SAC
Utility Connection Charge
SB.W Permit & Surcharge
Treatment Plant
Copies
Total
,30 -f _W
?
Page 2 of 3
- P,A
,
ARCHITECTURAL TESTING, Inc. ?
Code Compliance Research Report #o»< CCRR-0101
Subject to Renewal: 09101108 Issued: 09/01107
Visit www.archtest.com for current status Page 1 of 3
AZEK Building Products
801 East Corey Street
Scranton, Pennsylvania 18505
(877)275-2935
1.0 Subject
AZEK Decking
2.0 Research Scope
2.1. Building Codes:
2006 International Building Code (IBC)
2006 Intemationai Residential Code (IRC)
22. Properties:
Structural Performance
Durability
Surface Burning
3.0 Description
3.1. Generai - AZEK Decking is a deck board
intended for use as a walking surface on exterior
decks, balconies, porches, and walkways,
including stairs.
3.2. Materials and Processes - AZEK Decking
is extruded thermoplastic composite utilizing
Poly Vinyl Chloride (PVC) and Agrifibre filler.
33. Finished deck boards have a solid
rectangular profile, 5.5" wide and 1" thick.
Edges are rounded with a 1/8" radius. See
Figure 1. The walking surface is finished with an
embossed simulated wood grain.
3.4. AZEK Decking is manufactured in four
different colors: Ivory, Brownstone, Slate Gray,
and Clay.
4.0 Performance Charecteristics
4.1. AZEK Deckin? is rated for a uniform live
load of 100 Ibs/ft. when installed on support
framing spaced 16".
42. AZEK Decking used as stair treads are
rated for the code-prescribed concentrated load
equal to 300 Ibs when installed on a maximum
18" support span in accordance with Figure 2.
4.3. AZEK Decking has a wind upiift resistance
rating equal to 160 Ibs/ft.z when installed on
support framing spaced 16".
4.4. AZEK Decking has a flame spread index of
40 when tested according to ASTM E 84. The
referenced criteria, AC174, requires a flame
spread index not exceeding 200.
4.5. AZEK Qeckrng is deemed equivalent to
preservative treated or naturally durable wood
for resistance to weathering effects, attack from
termites and fungus decay.
5.0 Installation
Installation shall be in accordance with the
manufacturer's installation instructions and this
report. Where differences occur between this
report and the manufacturer's installation
instructions, this report shall govern.
5.1. Deck boards shall be installed with two
screws at each support. Minimum screw size
shall be # 7 x 2-1/4". Screws shall be stainless-
steel.
52. AZEK Decking used as stair treads require
additional support blocking between the
supports (See Figure 2).
6.0 Supporting Evidence
6.1. Manufadurer's drawings and installation
instructions.
6.2. Reports of testing in accordance with
ICGES Acceptance Criteria for Deck Board
Span Ratings and Guardrail Systems (Guards
and Handrails), AC174 effective July 1, 2006.
6.3. Quality control manual in accordance with
ICC-ES Acceptance Criteria for Quality Control
Manuals, AC10, approved October 2004,
editorially amended April 2005.
7.0 Conditions of Use
The AZEK Decking applications identified in this
report are deemed to comply with the intent of
the provisions of the referenced building codes
subject to the following conditions.
71. AZEK Decking is limited to use in Type
V-B (56) construction.
72. The wind uplift resistance rating
recognized in this report is based on attachment
to treated Southem Pine framing (specific
gravity, G=0.55). Installation on wood framing
with a lesser specific gravity may result in a
lower wind uplift rating.
Architectura/ Testing, lnc. 130 Derry Court • York, PA 17406 / v/-/o4-i iuv
www.archtest.com
Page 3 of 3 ESR-7667
(12?944.5 ?
(16')192.5
(2(r}240.5 .`,000
5.455 11
0.1- 5.525" ?
0./9{/5?0?"
1.4I?IJ Y
I_ _
For SI: 1 inch = 254 mm.
FIGURE 1-DECK BOARD SECTION
ATTACH 2x6 TREATED PINE
CENTERED UNDER TREADS
AND ATTACH WITH SIMPSON
A23 ANGLE BRACKETS OR EOUAL
PROCELL PIANK ATTACHED TO
S7RINGERS USING 2 SCREWS/
FIGURE 2
1
AZEK Deck Installation Guidelines
A ZEKO
Deck ,
AZEK Deck should be installed using the same good building principles used to install wood or compos-
ite decking and in accordance with local building codes and the installation guidelines included helow.
STORAGE:
> Store decking on a flat and level surface.
> Do not stack bundles over 8 units high.
> When possible, leave factory applied protective wrap on the product to help protect against dirt
and debris.
> Use care when handling product with a forklift as forks can easily damage the material.
> If banding is used, use protective corners to prevent indents from the bands.
PREPARATION:
Follow these guidelines for best deck installation.
> AZEK Deck is one-sided with the grain side up for the walking surface.
> If using AZEK Deck materials on an existing joist structure, check to make sure all joists are level,
structurally sound, and there are no nails or screws protruding.
> Proper joist spacing is required for proper installation.
> For correct joist spacing:
» Do not exceed 16" center to center for applications with deck board perpendicular to joists.
» Do not exceed 12" center to center for commercial applications.
» For deck boards on a 45° angle, such as a herringbone pattern, the joists should not
exceed 12" center to center.
> AZEK Deck products should not 6e used for railing supports.
16"BASIC INSTALLATION
SUBSTRUCTURE
16" on center maximum joists.
(12" for commercial applications)
DIAGONAL INSTALLATION
SUBSTRUCTURE
Decking installed at 45'angle to
joi5ts requires joist5 at a maximum
of 12" on center.
AZEK euildin9 Producfs claims no liability or responsibility for the improper installation of our deck product. The purthaser is solely responsible for
mmpliance with applica6le bcal codes as [o ihe deck's intended use. AZEK Building Products recommends tha[ ali designs 6e reviewed by a licensed
architect, engineer or local building official before installation. AZEK Building Products will provide, at the purchaser's request, independent labora-
tory results to assist in your planning prowss. Visit www.azek.mm, www.ittsafe.org, www.icoes.org (ESR-1667) and wwwarchtesGCOm (CCRR-0101)
for copies of code reports or more information.
PICTURE FRAME INSTALLATION
SUBSTRUCTURE
16" on center maximum joists plus
additional support for picture frame
structure (12" for commerciai appli-
cations)
?
TOOLS REQUIRED:
AZEK Deck materials can be installed using the same tools you would use to install wood or composite decking.
> Corded or cordless driver/screw gun may be used.
> Self-feeding screw guns can be used.
> Circular saw with fine-toothed, carbide-tipped finish trim blade or a 20-grit diamond-tipped
blade.
> As with wood or composite decking, safety glasses should be worn during the entire installation
process.
FASTENERS:
AZEK Deck can 6e installed using many of the same fasteners you would use to install wood or composite decking.
) Due to the long-lasting durability of AZEK Deck products, a high quality fastener is
recommended that meets the following specifications:
» Stainless Steel
» Minimum Screw Size: #7
» Minimum Length: 21/4'
> Color-matched stainless steel deck screws are also available. Your AZEK Building Products
deater can assist with more information on these products.
> Hidden Fasteners:
» The Tiger Claw TC-P and Fastenmaster's Cortex are two hidden fastener systems
commonly used by contractors installing AZEK Deck.
» For more information, please contact your AZEK Building Products dealer.
EXPANSION & CONTRACTION:
AZEK Deck boards will have minimal expansion and contraction with changes in temperature, unlike
wood whose size will fluctuate with moisture changes. Fastening the deck boards according to the
Installation Guidelines minimizes expansion and contraction.
> Expansion and contraction are most significant where extreme temperature change may exist.
> Best practice is to cut and fasten the deck boards as soon after cutting as possible.
> When am6ient temperature is above 32°F, fit deck boards tightly at the ends.
> When ambient temperature is 32°F or below, allow approximately a 1/16" end gap.
> Deck boards fastened securely using 2 fasteners per joist member will have minimal expansion
and contraction.
Some area building codes require double joisting when joining boards end to end. Always check with
your local code authority for specific requirements before installation.
BOARD SPACING:
? Use a spacer to create a gap of 1/8" to 1/4" maximum between each deck board to allow for
proper drainage.
> Fasten and space deck boards until surface is covered.
> Optional spacer: edge of a carpenter's square.
> Spacers available at most lumberyards.
STAIR CODE COMPLIANCE:
In order to meet the AC774 Requirement for stair loading, follow one of the methods below.
1.
Attach 2x6 treated pine centered
under treads and attach using
galvanized angle 6rackets
AZEK Deck treads
Stringer
Treated Pine
AZEK Deck board attache8 to
stringers using 2 screws/stringers
17.25" 1 I
36.0"
2 AZEK 1 x 6 Decking Attached to
Stringers Using (2) #7 x 21/4"
Screws/Stringer -
h E?}
...-.-
Cfi" M ?
i
9.00 ? I
Max. 36.00 I
Min. ^i
3.
3 1/4° x .0137 Roundrive
Framing Nail (Typ.) in
Locations Shown Using
Pneumatic Nailer.
7.875 24.00--? ?
49.50
Attach 2 x 4 TYeated Pine
Centered UnderTreads AZEK Deck Board
Using Pneumatic T (Typicaq
Framing Nailer. Nail
Positions as Shown.
AZEK Deck Basic Installation Photos
SET AND SOUARE
Set the first deck board on the
substructure and square the board
to the framing. Notice how the ends
of the boards overhang the edge of
the framing.
NOTE: H you cu[ the dxk boards [o their eract
Ienglh priw [o inrtalling, fasron the boarCs
immedia[ely efter catting Lo limit expansion anE
conhaction (Reler ta "Ezpansion/COn[ac[ion".)
BOARD SPACING
Use a spacer to crea[e a gap of 1/8"
to 1/4" maximUm between each deck
board to allow for proper drainage.
Fasten and space deck boards until
surface is covered. Optional spacer:
edge of a carpenter's square (as
shown above). Spacers available at
most lumberyards.
CUTTING PREPARATION
Check to make sure that each board
is fastened securely along its entire
length. Allow the deck board to
overhang tlie rim joist a maximum
of 1/8", use a chalk line to mark the
location in order to cut the boards
to length. This will insure proper rim
jois[ cover fit.
AIG03/07/2008
16" CENTERS I 72" CENTERS
7his completed deck substructure
is ready for installation.
Use 72" on center when deck boards
are not applied perpendicularly (90'
angle) to the joists, and on commer-
cial applications.
NO PRE-DRILLING
Drive screws through the deck
board as shown above. Use two
ScreWS per joist to SeCUre properly.
SCREW DEPTH
To countersink your screw, adjust
the depth on your driver to drive
the screw to a depth of 1/32" to
7/16" 6elow the top surface of the
deck board. For best results, the
screws should slightly penetrate the
surface, simflar to installing dry wall.
SCREW SPACING
When fastening, always position
screws 3/4" to 1" from the side of
the board. AZEK Deck components
shouid not split or crack if screws
are needed closer to the edge.
BUTTING BOARDS ON A RUN OR
MITER
Ends should fit tightly together.
Use 2 screw fasteners per board
end. Place screws within 7/2" of
6oard end (countersinking slightly).
Fasteners should fully penetrate
underlying joist.
OBSTRUCTIONS Use a jigsaw to easily cut around
obstructions such as posts for rail-
ings, as shown above.
RIM JbIST COVER
Attach rim joist covers using screws
roughly 12" on cencer. Miter cut [he
corners to eliminate ezposed edges.
CUTTING DECK BOARDS TO
LENGTH
Use a circular saw with a fine-
toothed, carbide-tipped finish trim
61ade to cut off the edges of the
overhanging 6oards. A 20-grit
diamond-tipped blade with a miter
saw can also be used.
INSTALLING RIM JOIST COVER
Use an AZEK Deck rim joist cover to
cover the face of the rim joist and
the edge of the deck boards. Apply
an ezterior-grade construction glue
to the back of the rim joist cover. Be
careful not to get glue on the deck
surface.
K1:51Ut1V 1 IAL
BUILDING PERMIT APPLICATION
522 D q CITII OF EAGAN
? 3830 PILOT KNOB RD, EACAN MN 55122
651-681-4675
New Construction ReauiramenM
• 3 regislered site surveys showing sq. R of lot, sq. ft. of house; and all roofed areas
(20% maximum lot wverage allawed)
• 2 copies of plan stwwirig 6eam 8 wiiMowsizes; poured found design, elc.)
• 1 set of Eneryy Calculafmns
• 3 copies of Tree Preservatbn Plan if lol platted aRer 711193
• Rim Joist Detail Optlons selection shcet (Wdgs with 3 or fess units)
DATE 6' Z `t "'O Z
SITE ADDRESS
1-/053
1 S6 _2S
RemodeUReoalr ReauiremenU ?
• '2 copies of plan
• i set of Energy Calculations for heated additions
• 7 site survey for exterior additions 8 decks
• Indicate if home served by 5eptiC system for additions
VALUATION ? ?. ?? D •
MULTI-FAMILY BLDG Y C-'<
TYPE OF WORK VC-isrOF ' FIREPLACE(S) _ 0_ 1_ 2
APPLICANT
STREET ADDRE55 f?2S 6?, ,}S C 5
TELEPHONE #j45? 0+I 4 CELL PHONE #
ziP 5533
FAX #
PROPERTYOWNER TOU P/?JLAA-< ! ' TELEPHONE# rPSI " qs--+ 4 4s1'
-------------------------------------------------------°--------------------------------------
COMPLETE THIS SECTION POR "NEW" RESIDENTIAL BUILDINGS ONLY
Energy Code Category _ MINNESOTA RiJI.ES 7670 CATEGORY 1 T
(d submission type) • Residential Ventilation Category 1,-WOrksheet Submitted •
• Energy Envelope Calculatlons Submitted
iumbing Contractor:
Plumbing system includes:
Mechanical Contractor:
Mechanical system includes:
Sewer/Water Contractor:
Air Conditioning
Heat Recovery System
Phone #
JUN 2 4 2002
Fee: S70.00
-------------------------------------------- ------------------------------------------ ----------------------------------
I hereby acknowledge that 1 have read this application, state that th i for ion is conect, a agree to comply
with all applicable State of Minnesota Statutes and City of Eagan Or in ces.
Signature of Applicant?
t `.
----- _._.--"_------- _' _---------- _"....--'...---°---------__...?-'_------------------------------------
OFFICE USE ONLY
Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _
'. Updated 4/02
_ Water Softener _
_ Water Heater _
No. of Baths
_ Phone #
Lawn Sprinkler
No. of R.I. Baths
Phone #
OFFICE USE ONLY i,
? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ?II 30 Accessory Bldg
? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ?I ' 31 Ext. Alt - MWti
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) 0I i
I 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ?' 36 Multi
? 05 03-plex O 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbg_Y or_ N ? 25 Miscellaneous
? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 32 Addition 0 36 Move Bldg. ? 42 Demolish (FOUndation) ? 45I Fire Repair
? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 1 WindowslDoors
? 34 Replacement `Demolition (Entire Bldg only) • Give PCA handout to applican lt
Valuation Occupancy MC/ES Systemll '
Census Code Zoning City Water ?
SAC Units Stories Booster Pump I
Nbr. of Units Sq. Ft. PRV
Nbr. of Bldgs ' Length Fire Sprinklered
Type of Const Width I I
REQUIRED INSPECTIONS
_ Footings (new bldg) FinallC.O.
_ Footings (deck) FinaUNo C.O. .
_ Footings (addirion) Plumbing
_ Founda6on HVAC
_ Drain Tile Other
Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests
_ Framing _ Siding Stucco Stone
_ Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement)
_ 7nsularion _ Retaining VJall
Approved By
_ Final
Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Water Supply & Storage
S8W Permit & Surcharge
Treatment Plant
Plumbing Permit
Mechanical Permit
License Search
Copies
Other
Total
Site address: ?55Jr OA )c PO A1 D 120I4D Lot Z Block _L Subd. -1 krn0 ui 5
On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air
tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be
submitted prior to issuance of a Certificate of Occupancy.
? This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670
OR
_ This structure: will be constructed to meet more restricGve requirements of Chapters 7672 or 7674
.'?
APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE
WaterHeater ryyAR1'YTWN MOQ 0 Z S ySO wwsfS IfSQJD
Furnace X Cj4R41E2. 58H1KAi0o-F-I5-120 ioc; 000 D1gvC`1-
Dryer X KczNftY2f- 2(,-6085-2 5r400 wr,
INWI - )FIeLi-m 2°du?s}ri ?', n1 t3 - 0 t 3s?ooo
EXHAUST SYSTEM
LOCATION
TYPE
MODEL
M's VENTED
YES No
Kitchen kitchen /h?Z¢a ?JAV& I(Awa6
Bathroom " MqSTEf- OATU PW '50 ap_oqN (36
Bathroom 2 /1 f ix`s pTR FAN 1300AN p X
Bathroom 3 Qowaci- Q BATk FA.N
IS71 e2oAt!
Bathroom 4
Other VENTING
FIREPLACE 5 LOCATION GAS WOOD MANUFACTURER MOUEL BTU'S DIRECT ATMOS
C?WS /N5£RT uit1'2m. Nead"N- " (o00aT12 21,?- ?
MAKE•UP AIR MODEL TYPE CFM's
tleN MRQ on Z,o te'Ta r41R- &cHANGEK. 200
I hereby acknowledge that the above informa6on is correct and agree to comply with the Minnesota Energy Code and City of Eagan
requirements.
/4sl#w
Signature
Ndn?
Company Name
aprl 2, Zc?f
Date '
This form is the responsibility of the General ConUactor.
?r
G) C-? k CG ? C lt,E Co t9 I
(SEE ATTACHMENTS)
Development ?.?1? ( f?D~ t I
Lot Number z--
Block Number
Address X XC oiG ?! tl Cl "F ;'Y?
Builder ? ?N i rl\' L s-l r--
Tree Protection Requirements:
j? Tree Fencing
Oak Tree Pruning (Immediately seal wounds during April 1 to July 37)
Therapeutic Pruning
Retaining Wall
Other:
Replacement Trees:
-?
Attachments:
?:.
Additional Notes:
rew--?u (
Not Required
As Follows:
Yes
No
?, I lU?..•?? ?e,
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H:\ghove\2000fi1e\treepreslTree Preservation Plan Summary-2000
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22 t5" RED Aak SavE 37 12°00k ELDEQ sAIIE
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MNcheck COMPLIANCE REPORT
Minnesota Energy Code
MNCheck Software Version 3.0
COUNTY: Dakota
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single E`amily
DATE: 3-15-2001
DATE OF PLANS: 3/15/2001
TITLE: R. & T. Pavlak Residence
PROJECT INFORMATION:
4555 Oak Pond Road
COMPLIANCE: PASSES
Required UA = 639
Your Home = 563
11.8% Better Than Code
i
I
F Pe-?? ?k-
I
te-
I
Area- nr- Cavity Cont- GI_azingLL?aor
Perimeter R-Value R-UaTue II-V-q?lue
------------------------------------- --------
CEILINGS: Raised Truss 26*B 44.0 0.0-
WALLS: Wood Frame, 16" O.C. 1719 19.0 4.0
BSMT: Conc. 8.5' ht/7.5' bg/a.5:' insul.. 8.6Q- IQ_.Q Q:.O
BSMT: Wood 8.5' ht/0.0' bg/-8.5-l inSUF 861I 15.-9 4..0
GLAZING: Windows or poors, Above G-rade 3-14 0.356
DOORS 119• 0: ?r5fl
FLOORS: Over Outside Air 7 30.0 Q-Q_
SLAB FLOORS: Heated, 2.0" insuT. I5S I"Q.:O-
HVAC EQUIPMENT: Furnace, 9II.0 -D,FUE
----------------------------
1
1
COMPLIANCE STATEMENT: The proposed-building-design described-trer-r is
consistent with the building plans, specificati:ons, and other. caYcuYatzans
submitted with the permit application. The proposed building has been
designed to meet the requirements of the Minnesota Energy Code.
Date 3 /s o
? LOT SURVEY CHECKLIST FOR RESIDENTIAL
• ..
BUILDING PERMIT APPLICATION
PROPERTYLEGAL' LD"f ;z CID':K f
DATE OF SURVEY:
? LATEST REVISION:
2
z DOCUMENTSTANDARDS
?
?
e/ ? e
Pl ? ? . Registered Land Surveyor signature and company
V ? ? . Building Permit Applicant
e/ ? ? . Legal descnption
C7/ ? ? . Address
tid ? ? . North arcow and scale
Ff ? ? . House type (rambler, walkout, split w/o, split entry, lookout, etc.)
?? ? • Directional drainage arrows with slope/gradient %
[3/ ? ? • Proposedlexisting sewer and water services & invert elevation
id' ? ? • Street name
m' ? ? • Driveway
C ? ? • Lot Square Footage
C1? ? ? • Lot Coverage
ELEVATIONS
/ Existin
5/? F" . Sewer service (or Proposed)
?J/ ? u . Property comers
?f ?? • Top of curb at the driveway and property line extensions
.?/ ? C • Elevations of any existing adjacent homes
t? ?? . Adequate footing depth of structures due to adjacent utility trenches
/ Prooosed
S6" ? ? . Garage floor
? ? ? • Firstfloor
? ? • Lowest exposed elevation (walkouUwindow)
v/? ? • Property corners
?' ? L • Front and rear of home at the foundation
PONDING AREA (if aoolicable)
? E3 ? . Easement line
? I/ ? • NWL
? u/ G . HWL
? CV ? • Pond # designation
? Gd/ ? • Emergency Overflow Elevation
/ DIMENSIONS
? ? • Lot Iines/Bearings & dimensions
Ef/ ? 1=1 . Right-of-way and street width (to back of curb)
EY ? fi • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
?? ? . Show all easements of record and any Ciry utilities within those easements
? . Setbacks of proposed structure and sideyard setback of adjacent existing structures
? D . Retaining wall requirements, if any S'--tL h n?? a,n c.?,- ? ,-r,- e 69
Reviewed: _??/ 6 i
Name j? T? ? 1 Date
, AFFIDAVIT OF EXEMPTION FROM STATE CONTRACTOR LICENSE
State of Minnesota 1 ss Affidavit of Ronald Pavlak
(Building Permit Applicant)
County of Dakota
Ronald Pavlak , being first duly sworn, upon oath, deposes and states the
(Building Permit Applicant)
the following:
This Affidavit is submitted in connection with the building permit application made by
Ronald Pavlak (Building Perrnit Applicant) for a proposed work project
located at 4555 Oak Pond Road , Eagan, Minnesota.
2. I aclrnowledge and understand that Minnesota Statutes, s326.84, requires all residential
building contractors/remodelers to obtain a license from the Minnesota Department of
Commerce, unless otherwise exempt under the statute.
3. I am exempt from the residential building contractor license requirement pursuant to
Minnesota Statute s326.84, Subd. 3, for reason(s) indicated below (check those that apply):
? a. I am the owner of the residential real estate on which the home shall be built and I
will do the work myself or jointly with my own employees or agents that I am
building such home as my own personal residence and intend to permanently live
therein.
b. I am an architect or engineer engaging in professional practice as defined in
Minnesota Statutes, Chapter 326.
c. My annual gross receipts are less than $15,000.
} d. My contracts on individual projects in aggregate do not exceed $2,500.
e. I am a mechanical contractor, plumber, or an electrician.
\ f. I am a speciality contractor, remodeler, or material supplier involved only in part
of the proposed improvement to the residential real estate.
?.
4. I acknowledge and understand that the statements in this Affidavit aze made under oath and if
I make any statement in this Affidavit that 1 know to be false or incorrect, I understand that I
could be subject to criminal prosecution or denial or revocation of the building permit or
both.
FURTHER YOUR AFFIANT SAYETH NOT.
Dated: ?? lru;4A a
-
(B 'lding Permit Applicant)
Subscribed and sworn to before me
this-ILI - day of _ 2001
y{tdi.ll 01 p_. hacJ
Notazy Public
? HOLLYANN McGRAW?
NOTAflY PUBLIC - MINNESOTA
? My Comm. Ezpira9 Jen. 37, 2005
? •
Ronald Pavlak
1130 Northwood Drive, #202
Eaean MN 55121
(Print/Type Applicant's Name and
Address & phone number)
Peggy Fleck
From: Ron Pavlak [ronpav@comcast.net]
Sent: Monday, April 20, 2009 8:25 PM
To: Peggy Fleck
Subject: permit #85666
Dear Ms. Fleck,
I am sending this email (as per our phone conversation this AM) to ask for an extension on my permit
By the time I finished 22 footings/concrete piers, it was late October. I have spent the winter welding & fabricating 22
pipe posts and just received them back from the finisher. I will also be fabricating (also started over the winter) a stainless
steel pipe & cable railing.
As you've probably noticed, this is not your typical deck build and is going to take more time. I certainly want to be in
compliance with city code and will be.
Thank you,
Ron Pavlak
4555 Oak Pond Rd. .
651 454-4456
Cell 651 249-7811 ?;
GectiEicate of House Iocation Por: "
Ron Pavl"ak ,
. DELMAR H. SCliWANZ ? j 2- ?? g-? ZO yU
, ur.o eunv¢rons, iNC.
Rpbbr E UnMr l.+Y ol T`w W.I. ef Mlnnwel-
14750 SOUTH ROBEFlT TRAIL HOSEMOUNT, MINNESOTA 5506E 651 /423-1789
PiOjeity 71dC1LeS5: 4555 Odk :?Ond ROdd SCIRVEYOR'S CER7IFICATE ,
! = Iron pipe monwnPnt --
>= Set iron pipe at building offset ,
= Ecistirig spot elevation
? = Proposed elevation
- = Proposed direc.?tion of drainage
Lot area = 21,813 square feet
?
Ilouse h garaye ar.ea = 2,450 s9uaw feet-t 6KTIa2-C. POAC}y jtJy-st 4J
..k,` "`Ci
Iiouse tyEe: Walkout ?(0 2s4? ?;
t
SCALE: 1 INCH = 30 FEET
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3 ? ? \ \ ? ?`s,j • .
oi" ? ?? ?9• REVEAGAN
IEWED
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9
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LO ; BLOpCK I 7D ATE:
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905.2 :;? ?
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ry 12' OAN \
9 1.4 ?501.5 o hP \ \ ?? 9/D .
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PROP .: m tr 2
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z 0 fz' on 1 35. 63 ?Q 90 2 O-?\ 12' OAK 12• 9AK I ? 1p ?
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- BO 24' OAK
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Sr? , ? , 2 4.
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F> > h? ?'a ? • 1-Y? ?
, T 9
899 4 Berx:h Mark: Rim of sanitary sewer as shown on
???a Grading Plan = 900.5
899 J i
3a /
Property Descziption: ' Proposed garage floor elev. 90d
ioL 2, Bloclc 1, TU[IIJQUIST 11DDITICRI,`accorr3inQ to the reoorded Proposed toP of bloclc elev. f0?.'??
plat thereof. Dakota County. Minnesota.
Proposed lowest level elev.
Also sliwring the location of a proposed house staked theseon. Sanitary secaer invert elev. pPx city plans
= 895.46
,.
inroFy cerlily thel Inia survey. Olan, or reporl wee ,??ttli????
epnreJ bY me or under my dlrecl iupervblon anC [' .............
nl I em s dv?y Fnqiwteved LenA Suneyor under C°<'' ''•;'s?
e iowe ai Ihe Stale oFA4lnneeol?. ?-?C;` ., +:•?? ? ?'?? .? C
Nk Scbwanz
arrh 30, 2001 = SC-I'JUF?,NZ Delmu H.
ited Minnseou Rspl*Intlon No. 0725
? i! L -' 6ivJe.J _ ;??'•.l .. . . .. ..., .
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Certificabe of House I,ocation Fora
Ron Pavlak
1130 Northwood Drive
#202
Eagan. M49 55121
DELMAR H. SCliWANZ
. LArm sunvEroaa. mc.
wa+.ar a uiw.1.+. w Ru w.N er \«nn..ne.
14750 SOUTH ROBERT TRAIL ROSEMOUN?. MINNESOTA 5306!
Propetty'AddLess: 4555 Oak Pard Road
• = Iron pipe manwnent
O= Set wood hub at building offset a-
gq(, -/ = FScist;r,a spot elegat;m
(:D = Proposed elevation
/ = PLOpOSed dirK+rfii(m pf dLdlildge
Lot Area = 21.813 squaze feet i•
House & Garage Area = 2,450 square feet;
I T ?
w?u
,•ctu,o?j
SURVEYOR'S CER7IFICATE
.HOUSe 7ype: Walkaut
• = Curb stop
H01035
APR 12 REC'U
651/425-1789
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CfTYA •,s >>_
899.4 40
899.7
BetKfi Mark: Rim of sanitaty Sewer as shown
P / on Grading Plan = 900.5
CJ--
Property Description:
L)t 2, Block 1, TOR4QOIST ADDITION, acco=dirig to th7B
reoorded plat thereof. Dakota County. M:^..,,....t-.
Also showing the location of a proposed touse staked the[eon.
?r
I AereAy esrtily Ihat Uit survsy. Plm. or rsport wn
?>, R.a'.,........
prepnrod by ms or undsr my afrect iupervbbn mC
Ihat 1 em e Oury Req4tsroE land Survsyor undx
me iaws ot tM Shta ol4unnaoh. DFLMAR H.
D.tsd APri 1 .9„2001
.,e*
rti?•s/?
g9/.4 g I
i
STO9?\a O? +? .\
9
_ Tln.
SCH`NANZ
- 8625 -
Proposed garage floor elev. VZ& •
?
Ptopo,ed top of block elev. DB•?
Proposed lowest level elev. ?
Sanitaiy sewer invP.rt elev. per city
plans = 895.46
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Mlnn?wl? Rphtntlon NO. lE25
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1 INCH = 30 FEET
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA114938
Date Issued:09/20/2013
Permit Category:ePermit
Site Address: 4555 Oak Pond Rd
Lot:2 Block: 1 Addition: Turnquist
PID:10-77750-01-020
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar.
Pictures are not acceptable in lieu of inspections.
Carbon monoxide detectors are required by law in ALL single family homes .
Rick Schwab
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Ronald M Pavlak
4555 Oak Pond Rd
Eagan MN 55123
(651) 454-4456
Eagle Siding
1301 East Cliff Road
Suite 117
Burnsville MN 55337
(952) 746-3046
Applicant/Permitee: Signature Issued By: Signature
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ARCHITECTURAL TESTING, Inc.
Code Compliance Research Report
Subject to Renewal: 09/01/08
Visit www.archtest.com for current status
AZEK Building Products
801 East Corey Street
Scranton, Pennsylvania
(877)275-2935
1.0 Subject
09
#0774
CCRR-0101
Issued: 09/01/07
Page 1 of 3
4.4. AZEK Decking has a flame spread index of
40 when tested according to ASTM E 84. The
18505 referenced criteria, AC174, requires a flame
spread index not exceeding 200.
4.5. AZEK Decking is deemed equivalent to
preservative treated or naturally durable wood
for resistance to weathering effects, attack from
termites and fungus decay.
5.0 Installation
Installation shall be in accordance with the
manufacturer's installation instructions and this
report. Where differences occur between this
report and the manufacturer's installation
instructions, this report shall govern.
5.1. Deck boards shall be installed with two
screws at each support. Minimum screw size
shall be # 7 x 2-1/4". Screws shall be stainless-
steel.
5.2. AZEK Decking used as stair treads require
additional support blocking between the
supports (See Figure 2).
6.0 Supporting Evidence
6.1. Manufacturer's drawings and installation
instructions.
6.2. Reports of testing in accordance with
ICC -ES Acceptance Criteria for Deck Board
Span Ratings and Guardrail Systems (Guards
and Handrails), AC174 effective July 1, 2006.
6.3. Quality control manual in accordance with
ICC -ES Acceptance Criteria for Quality Control
Manuals, AC10, approved October 2004,
editorially amended April 2005.
7.0 Conditions of Use
The AZEK Decking applications identified in this
report are deemed to comply with the intent of
the provisions of the referenced building codes
subject to the following conditions.
7.1. AZEK Decking is limited to use in Type
V -B (5B) construction.
7.2. The wind uplift resistance rating
recognized in this report is based on attachment
to treated Southern Pine framing (specific
gravity, G=0.55). Installation on wood framing
with a lesser specific gravity may result in a
lower wind uplift rating.
AZEK Decking
2.0 Research Scope
2.1. Building Codes:
2006 International Building Code (IBC)
2006 International Residential Code (IRC)
2.2. Properties:
Structural Performance
Durability
Surface Burning
3.0 Description
3.1. General - AZEK Decking is a deck board
intended for use as a walking surface on exterior
decks, balconies, porches, and walkways,
including stairs.
3.2. Materials and Processes - AZEK Decking
is extruded thermoplastic composite utilizing
Poly Vinyl Chloride (PVC) and Agrifibre filler.
33. Finished deck boards have a solid
rectangular profile, 5.5" wide and 1" thick.
Edges are rounded with a 1/8" radius. See
Figure 1. The walking surface is finished with an
embossed simulated wood grain.
3.4. AZEK Decking is manufactured in four
different colors: Ivory, Brownstone, Slate Gray,
and Clay.
4.0 Performance Characteristics
4.1. AZEK. Decking is rated for a uniform live
load of 100 lbs/ft. when installed on support
framing spaced 16".
4.2. AZEK Decking used as stair treads are
rated for the code -prescribed concentrated load'
equal to 300 lbs when installed on a maximum
18" support span in accordance with Figure 2.
4.3. AZEK Decking has a wind uplift resistance
rating equal to 160 lbs/ft.2 when installed on
support framing spaced 16".
Architectural Testing, Inc.
www. archtest. corn
130 Derry Court • York, PA 17406 717-764-7700
Page 3 of 3 ESR -1667
0.1258
0.950"
1.005"
For SI: 1 inch = 25.4 mm.
\�l
5.455
5.525"
FIGURE 1—DECK BOARD SECTION
ATTACH 2x6 TREATED PINE
CENTERED UNDER TREADS
AND ATTACH WITH SIMPSON
A23 ANGLE BRACKETS OR EQUAL
(12')144.5
(161)192.5 +02E
(20')240.5
PROCELL PLANK ATTACHED TO
STRINGERS USING 2 SCREWS/
STRINGER
17.250
FIGURE 2
36.000
gi.90(4k
AZEIC% AZEK Deck Installation Guidelines
Deck
AZEK Deck should be installed using the same good building principles used to install wood or compos-
ite decking and in accordance with local building codes and the installation guidelines included below.
STORAGE:
> Store decking on a flat and level surface.
> Do not stack bundles over 8 units high.
> When possible, leave factory applied protective wrap on the product to help protect against dirt
and debris.
> Use care when handling product with a forklift as forks can easily damage the material.
> If banding is used, use protective corners to prevent indents from the bands.
PREPARATION:
Follow these guidelines for best deck installation.
> AZEK Deck is one-sided with the grain side up for the walking surface.
> If using AZEK Deck materials on an existing joist structure, check to make sure all joists are level,
structurally sound, and there are no nails or screws protruding.
> Proper joist spacing is required for proper installation.
> For correct joist spacing:
» Do not exceed 16" center to center for applications with deck board perpendicular to joists.
» Do not exceed 12" center to center for commercial applications.
» For deck boards on a 45° angle, such as a herringbone pattern, the joists should not
exceed 12" center to center.
> AZEK Deck products should not be used for railing supports.
16"BASIC INSTALLATION
SUBSTRUCTURE
16" on center maximum joists.
(12" for commercial applications)
PICTURE FRAME INSTALLATION
SUBSTRUCTURE
16" on center maximum joists plus
additional support for picture frame
structure (12" for commercial appli-
cations)
DIAGONAL INSTALLATION
SUBSTRUCTURE
Decking installed at 45'angle to
joists requires joists at a maximum
of 12" on center.
AZEK Building Products claims no liability or responsibility for the improper installation of our deck product. The purchaser is solely responsible for
compliance with applicable local codes as to the deck's intended use. AZEK Building Products recommends that all designs be reviewed by a licensed
architect, engineer or local building official before installation. AZEK Building Products will provide, at the purchaser's request, independent labora-
tory results to assist in your planning process. Visit www.azek.com, www.iccsafe.org, www.icc-es.org (ESR -1667) and www.archtest.com (CCRR-0101)
for copies of code reports or more information.
TOOLS REQUIRED:
AZEK Deck materials can be installed using the same tools you would use to install wood or composite decking.
> Corded or cordless driver/screw gun may be used.
> Self-feeding screw guns can be used.
> Circular saw with fine-toothed, carbide -tipped finish trim blade or a 20 -grit diamond -tipped
blade.
> As with wood or composite decking, safety glasses should be worn during the entire installation
process.
FASTENERS:
AZEK Deck can be installed using many of the same fasteners you would use to install wood or composite decking.
> Due to the long-lasting durability of AZEK Deck products, a high quality fastener is
recommended that meets the following specifications:
» Stainless Steel
» Minimum Screw Size: #7
» Minimum Length: 21/4
> Color -matched stainless steel deck screws are also available. Your AZEK Building Products
dealer can assist with more information on these products.
> Hidden Fasteners:
» The Tiger Claw TC -P and Fastenmaster's Cortex are two hidden fastener systems
commonly used by contractors installing AZEK Deck.
» For more information, please contact your AZEK Building Products dealer.
EXPANSION & CONTRACTION:
AZEK Deck boards will have minimal expansion and contraction with changes in temperature, unlike
wood whose size will fluctuate with moisture changes. Fastening the deck boards according to the
Installation Guidelines minimizes expansion and contraction.
> Expansion and contraction are most significant where extreme temperature change may exist.
> Best practice is to cut and fasten the deck boards as soon after cutting as possible.
> When ambient temperature is above 32°F, fit deck boards tightly at the ends.
> When ambient temperature is 32°F or below, allow approximately a 1/16" end gap.
> Deck boards fastened securely using 2 fasteners per joist member will have minimal expansion
and contraction.
Some area building codes require double joisting when joining boards end to end. Always check with
your local code authority for specific requirements before installation.
BOARD SPACING:
> Use a spacer to create a gap of 1/8" to 1/4" maximum between each deck board to allow for
proper drainage.
> Fasten and space deck boards until surface is covered.
> Optional spacer: edge of a carpenter's square.
> Spacers available at most lumberyards.
STAIR CODE COMPLIANCE:
In order to meet the AC174 Requirement for stair loading, follow one of the methods below.
1.
Attach 2x6 treated pine centered
under treads and attach using
galvanized angle brackets
AZEK Deck treads
Stair
Stringer
Treated Pine
AZEK Deck board attached to
stringers using 2 screws/stringers
Angle
Brackets
17.25"
36.0"
2.
AZEK 1 x 6 Decking Attached to
Stringers Using (2) #7 x 2 1/4"
Screws/Stringer
Ve00.AM.. 11M4,41.044
Netwastow
9.00
Max.
36.00
Min.
3.
Attach 2 x 4 Treated Pine
Centered Under Treads
Using Pneumatic
Framing Nailer. Nail
Positions as Shown.
3 1/4" x .0131 Roundrive
Framing Nail (Typ.) in
Locations Shown Using
Pneumatic Nailer.
AZEK Deck Board
(Typical)
AZEK Deck Basic Installation Photos
16" CENTERS 1 12" CENTERS
This completed deck substructure
is ready for installation.
Use 12" on center when deck boards
are not applied perpendicularly (90'
angle) to the joists, and on commer-
cial applications.
SCREW SPACING
When fastening, always position
screws 3/4" to r from the side of
the board. AZEK Deck components
should not split or crack if screws
are needed closer to the edge.
BOARD SPACING
Use a spacer to create a gap of 1/8"
to 1/4" maximum between each deck
board to allow for proper drainage.
Fasten and space deck boards until
surface is covered. Optional spacer:
edge of a carpenter's square (as
shown above). Spacers available at
most lumberyards.
CUTTING DECK BOARDS TO
LENGTH
Use a circular saw with a fine-
toothed, carbide -tipped finish trim
blade to cut off the edges of the
overhanging boards. A 20 -grit
diamond -tipped blade with a miter
saw can also be used.
SET AND SQUARE
Set the first deck board on the
substructure and square the board
to the framing. Notice how the ends
of the boards overhang the edge of
the framing.
NOTE: If you cut the deck boards to their exact
length prior to installing, Casten the boards
immediately after cutting to limit expansion and
contraction. (Refer to "Expansion/Contraction".)
NO PRE -DRILLING
Drive screws through the deck
board as shown above. Use two
screws per joist to secure properly.
OBSTRUCTIONS
Use a jigsaw to easily cut around
obstructions such as posts for rail-
ings, as shown above.
INSTALLING RIM JOIST COVER
Use an AZEK Deck rim joist cover to
cover the face of the rim joist and
the edge of the deck boards. Apply
an exterior -grade construction glue
to the back of the rim joist cover. Be
careful not to get glue on the deck
surface.
SCREW DEPTH
To countersink your screw, adjust
the depth on your driver to drive
the screw to a depth of 1/32" to
1/16" below the top surface of the
deck board. For best results, the
screws should slightly penetrate the
surface, similar to installing dry wall.
BUTTING BOARDS ON A RUN OR
MITER
Ends should fit tightly together.
Use 2 screw fasteners per board
end. Place screws within 1/2" of
board end (countersinking slightly).
Fasteners should fully penetrate
underlying joist.
CUTTING PREPARATION
Check to make sure that each board
is fastened securely along its entire
length. Allow the deck board to
overhang the rim joist a maximum
of 1/8", use a chalk line to mark the
location in order to cut the boards
to length. This will insure proper rim
joist cover fit.
RIM JOIST COVER
Attach rim joist covers using screws
roughly 12" on center. Miter cut the
corners to eliminate exposed edges.
AIG03/07/2008