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2014-362 TOWN OF QUEENSBURY Forma 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140362 Date Issued: Friday, September 26, 2014 This is to certify that work requested to be done as shown by Permit Number P20140362 has been completed. Tax Map Number: 523400-301-015-0001-002-000-0000 Location: 2 WALTON Ct Owner: CHRISTOPHER D DARK Applicant: CHRISTOPHER D DARK This structure may be occupied as a: Deck By Order of Town Board TOWNN OF QUEENSBURY Issuance of of the e of Compliance DOES NOT ive the ( \ �f ✓ property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140362 Application Number: A20140362 Tax Map No: 523400-301-015-0001-002-000-0000 Permission is hereby granted to: CHRISTOPHER D DARK For property located at: 2 WALTON Ct in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: CHRISTOPHER D DARK 2 WALTON Ct Deck $4,000.00 QUEENSBURY,NY 12804-0000 Total Value $4,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency A& S CONSTRUCTION 10 IRONGATE Rd OUEENSBURY.NY 12804-0000 Plans&Specifications 2014-362 DECK 16' x 20' $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 25,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town u nsbu r� M i i a, August 25, 2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement t Office Use Only ACCESSORY STRUCTURE APPLICATION Received 1-19) r��� TaxMap�lp DATE Nb' TAX MAP 1D 301 is-i-2- I IN I Permit, i, I ;, �� AUG ,Permitfee r �' ZONING , �„s�`�t 10 L I 1 ' uRec Feel el 4_ HISTORIC SITE Yes 3 No I TOWN 1.. Approvals L-0t#Ui/^�T._L SUBDIVISION NAME = I '/ APPLICANT M( "Iyi"" .� ', / 2Cf/1./L OWNER R-" curial:!^lf+�-L n''" - ADDRESS �f tO ateOr' ADDRESS 0 tC,-Z- / PHONE / 9/ -39-2 J/ PHONE �y` �) CONTRACTOR _A 5 is (13Y1.�i r/-q(7 i7 D GI_ COST OF CONSTRUCTION(ESTIMAT,E�D)�:.,sL/,i�4^ O�`-' ADDRESS: it JrLTfl Jai Le AP/7i_ BUILDING ADDRESS: o2 !04-64 "�' `-7 L1 �Hs2L4r/i Afyinol F , PHONE: v/v - Lib or - V 5 7 E CONTACT PERSON FOR BUILDING&CODES COMPLIANCE CA-4-0 -11:2-^-A PHONE 79 139121 TYPE OF CONSTRUCTION umcw t,qkP AXX .lain' oo e C otc) Check all that apply v Please indicate measurements as required below Boathouse 15'floor sq.ft. 21'd floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck 1e/20 3-ie, arwg", U 4/5- Detached 1SDetached Garage(if of cars ) Dock Pole Barn Porch-open "Porch—3 season,Covered,Enclosed Shed Other Accessory Structure(s) Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application,plans and supporting materials are a true&complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. 7 ✓I have read and agree to the above: Print Name: sa 1 Y 1 Ala *AL I- ! r A. Date: Jr 'V Signature: = Date: 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm D rt: -4— am/pm Date Inspection request received: Inspector's Initials: c NAME: PERMIT#: 2-0\4c '�Z LOCATION: �r. ,is c""v DATE: 125\`ek— TYPE OF STRUCTURE: -tax, )4 Comments: Yes No N/A ,�., fir► 4" Building Number Address visible from road �����►��.r/ 1 sit' es Chimney Height/B"Vent/Direct Vent Location C` Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors f _ _ Handrail 4 or more risers N./ �c� Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more CX Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches OC Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detea.tuia Vri. 7 Every level: _ Every Bedroom: _ Outside every bedroom area: _ r Tj 3 ' 5 Inter Connected: Battery backup: ' Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents • Bathroom Fans,if no window `J Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.R , x Emergency egress below grade A Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area _ - Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''1'Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan / rtifce required FloodOay PlainiICertification,Cr C if required Okay to issue C/C or C/O[Temporary/Permanent] L:Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6126/08;Revised 1222110,Revised 04/13/11 Town of Queensbury Building &Code Enforcement �� �My Office No. (518) 761-8256 11 Framing I Firestopping Inspection Report Inspection request received: Name: b&itpp Inspected on: Location: a tjD6 .ba 64- Arrive: R"lam a.m.I p.m. Permit No.: _ Inspector's Initials: TYPE OF STRUCTURE: N NIA COMMENTS: Framing—7> LIAltic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. �_�57 Headroom 6 ft.8 in. ( 1 C �Vt Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 'h(w) 16 gauge(8)16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm �'`� ��iDepart:/ t pm 742 Bay Rd., Queensbury,NYY� 12804 Inspector's Initial (2 NAME: Chris DorW PERMIT#: q— Co- LOCATION: oC LD'21 +be% INSPECT ON: TYPE OF STRUCTURE: D CC({ C ti \ '74 J - 34%11 Comments 'J N N/A Footings Piers , Monolithic Slab (��V� lll"' li D Reinforcement in Place The contractor is responsible for !�� providing protection from freezing 'I v for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 2 CROSS-SECTION IL .SPY CUSTOMER -- DARK /TOMO DATE 08/25/14 REF Deck14218 I --':7-- TOWN OF QUEENSBURY I `� BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shalt not be construed as indicating the plans ana specifications are in full compliance with the Building Codes of New York State. ' 4 rill lrill" ill ,_ • —plierele'll.rr ili 1 I -------- ` 11111111 i i :k II 1 .I � r- "` I {iii 'i 4tyit 'iY• - I I '' : : 1 . 11 , i 'ii iil � �l ... , • ,, . ,,, ■ 111 11 1 � � : I1I ■� 1tll% �P 1 ■ 111 1 111 IIIU! ■ 11`, , 1 ' ; v11' 111i , • E 1l dir44 , rilwilli Air I, 11 = 1 \ . i ' iii l •+ . 041 ii1 4444 i ! i ! I� ii � Ali Il l ! r Ix : : i I ; i �� TOVUNOFQUEE►.<<>'/ )' ' � BUILDING & COD'a" D it i Reviewed By _ /�� ll Date: /: I I— • &to " intik QI. o ra't•L STORE NAME J 123 STREET RD 9 ^ , �� rs Mo-ti MUM (411 b0- t`1 CITY. 5T (800) 555 1212 .Slops 8 lig ,rtsc- _ q rr run -1}C,.no1 rcki1/41 3k.{`= 3S" ktaik 100411 std es oP ni)s C los-cot r' Se rc n-n S-EcPS f. • 20' -1 3' 1 6.121N SONO TUBE — ,,lore Post U W CO 4' _. Ui co X (U 3-2 :8Ln Bean 0 ,r . UI al Ed AO El El LJ A❑ A A LA] CEJo ❑A A❑ ❑A A❑ Mil LABEL LENGTH BEVELS LABEL LENGTH BEVELS A Joist (14) 15' 7 1/2' F cep 5' 7' B feeds 16' 1)45 2)45 F section 5' 9 1/2' B rim 15'7 1/2' G cep 5' 9 1/4' C resole 20' 1)45 2)45 0 section 5' 11 3/4' C rim 19' 10 1/2' H cep 5' 1 3/4' D (eecie 16' 1)46 2)45 H section 6' 4 1/4' D rim 15' 7 1/2' I cap 7'4 1/2' E fascia 20' 1)45 2)45 I section 7'7' E rim 18' 10 1/2' J cap 5'7 3/4' J section 5' 10 1/4' 20' LA-Le on_ erzfivtne LC-WPOrti V4-44-44744-253' H ACIL tjar SSCX 48 " joe11 9 rack_ taxiN SONO TUBEr ✓ SerS Post � ✓ v .�' � � — r� _L u (0 ZO 4' c) . - -P 0 CO X CU 3-2x8Lrm Bean 1' 10 1/8" • 6' 1 1/2" • B • 6' 1 1/2" ■ ■_ 10 1/2" BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 19' 10 1/2" 3 9' 2 1/2" B 19' 10 1/2" 3 9' 2 1/2" C 19' 10 1/2" 3 9' 2 1/2" Post spacing is measured center-to-center. Depth of post-in-concrete footers --- 0" 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " 19'11 " • ID Wood Type Size Quant , Length Planks cannot be sliced until materials are regenerated . No material breakdown is available . Date:8/25/2014 Bill Of Materials Store Info: Customer In_fo.(ID) Salesperson: TOM 0 Name: DARK/TOMO Store Name: Store Name Company: Address: 123 Street Rd. Address' City,ST, 12345 , Phone:(800)555 1212 Fax:(800)555 1212 Phone: (1 of 5) Date.8/25/2014 Bill Of Materials LUMBER • MATERIALS Name=;'- - .. Sku , - Qty - Description ° 't-2 Type Pricey Extended Decking 568PT 34 EA PT PREM TREATED PT 4.99 169 66 ABOVE GRO Decking 5612PT 32 EA 5/4X6-12 PREM TREATED PT 7.99 255 68 ABOVE GR Decking 5614PT 2 EA 5/4X6-14 PREM TREATED PT 9.59 19.18 ABOVE GR Rail Cap 268T 8 EA PT#1 TREATED ABOVE PT 4.89 39.12 GROUND Horz Rails 2416T 8 EA 2X4-16#2 TREATED ABOVE PT 7.89 63.12 GROUND Rail Posts 4416T 3 EA 4X4-16 TREATED GROUND PT 17.49 52.47 CONTACT Stair Posts 4410T 4 EA 4X4-10 TREATED GROUND PT 9.99 39.96 CONTACT Stair Stringer 2128T 3 EA 2X12-8#2 TREATED ABOVE PT 11.49 34.47 GROUND Stair Tread 5612PT 2 EA 5/4X6-12 PREM TREATED PT 7.99 15.98 ABOVE GR Stair Tread 568PT 6 EA 5/4X6-8 PREM TREATED PT 4.99 29.94 ABOVE GRO Stair Riser DT-18012MAHLF 1 EA 1X8 12' MAHOG 0.00 0.00 ANY_LF Stair Stringer 21214T 2 EA 2X12-14#2 TREATED ABOVE PT 18.92 37.84 GROUN Stair Riser DT-1808MAHLF 2 EA 1X8 8' MAHOG 0.00 0.00 ANY_LF Beams 2820T 9 EA PT 2x8,20 PT 19.59 176 31 Joists 2816T 14 EA 2X8-16#2 TREATED ABOVE PT 14.32 200.48 GROUND Fascia DT-11016PT 2 EA 1X10 16' PT 15.99 31.98 Fascia DT-1101OPT 4 EA 1X10 10' PT 9.99 39.96 Rim board 2816T 2 EA PT#2 TREATED ABOVE PT 14 32 28.64 GROUND Rim board 2820T 2 EA PT 2x8,20 PT 19 59 39.18 Stair Rail Cap 2616T 2 EA 2X6-16#2 TREATED ABOVE PT 11 12 22.24 GROUND Horz Stair Rails 2416T 2 EA 2X4-16#2 TREATED ABOVE PT 7.89 15.78 GROUND 6X6-14 TREATED GROUND Ground Posts 6614T6 5 EA CONTACT FOR PT 35.89 179.45 STRUCTURAL USE SubTotal 1 49144 (2 of 5) • Date•8125/2014 Bill Of Materials OTHER • MATERIALS Name=>' . Sku = Qty - Description _- ____ Price Extended14 8IN JHANGER TZ28 EACH TRIPLE ZINC HANGER(1)2X8-10 $1.06 $1484 8D NAILS 18GB 1 EACH 1 LB 8D GALV BOX NAILS $3.69 $3.69 10D NAILS 110GB 3 EACH 1LB 10D GALV BOX NAILS $3.69 $11 07 WALL FLASHING CSDL 1 EACH "12""X 20'COPPER SHIELD" $59.99 $59.99 WALL FLASHING 114CN 1 EACH "1/4-lb 1-1/4""COPPER NAILS" $4.39 $4 39 NAILS 20 LAG BOLT 4IN 124GLB EACH 1/2X4 HEX LAG GAL $1.54 $30.80 1/2IN WASHER 12GW EACH 1/2 GALV FLAT WASHER $0.35 $7.00 2.5IN SCREWS 1212XT 5 EACH "tib.BOX 2-1/2""XT SCREWS" $8.29 $41.45 6IN BOLT 3/8 387GCB EACH 6IN BOLT 3/8 $2.16 $47.52 3/8IN NUT 38GN EACH 3/8 HEX NUT GALV $0.17 $3.74 3/81N WASHER 38GW EACH 3/8 GALV FLAT WASHER $0.14 $3.08 16 6IN BOLT 126GCB EACH 1/2X6 CARRIAGE BOLT GALV $2.25 $36.00 1/21N NUT 12GN EACH 1/2-13 HEX NUT GALV $0 38 $6 08 32 1/21N WASHER 12GW EACH 1/2 GALV FLAT WASHER $0 35 $ 11 20 2.5IN SCREWS 1212XT 2 EACH "l Ib.BOX 2-1/2""XT SCREWS" $8 29 $ 16.58 BOLT 1/2X1OIN 121OGHB BCH 1/2X10 GALV HEX BOLT $4.22 $75.96 1/2IN NUT 12GN BCH 1/2-13 HEX NUT GALV $0.38 $6.84 1/2IN WASHER 12GW EACH 1/2 GALV FLAT WASHER $0.35 $12 60 6IN BEAM BRKT LPC6Z 18 EA TRIPLE ZINC POST CAP SPLIT 6X6 $4.44 $79 92 12IN SONO TUBE 12ECT 3 EACH 12'"'X12'EASTERN CONST $21.59 $64.77 TUBES" 80LB CONCRETE 80CM EACH SURE MIX CONCRETE $4.99 $89.82 H HANGER H1Z BCH TRIPLE ZINC RAFTER TY RT15-TZ $0.93 $42.78 BAL 2X2X36 PT 223tb 119 EA 2X3X36 SPINDLE $3.79 $451.01 2 5IN SCREWS 1212XT 5 EACH "1Ib BOX 2-1/2""XT SCREWS" $8.29 $41.45 6D NAILS 16GB 1 EACH 1 LB 6D GALV BOX NAILS $3.69 $3.69 8D NAILS 18GB 1 EACH 1 LB 8D GALV BOX NAILS $3.69 $3.69 10D NAILS 110GB 2 EACH 1 LB 10D GALV BOX NAILS $3.69 $7.38 3IN SCREWS-5LBS 53XT 2 EACH "BOX 250ct 3""XT SCREWS" $16.99 $33.98 3IN SCREWS 13XT 1 EACH "l Ib. BOX 3""XT SCREWS" $8.29 $8.29 SubTotal S 1,219 61 (3 of 5) Date:8/25/2014 Bill Of Materials Report Summary DESCRIPTION PRICE NOTE Lumber Materials $ 1491.44 Other Materials $ 1219.61 Total $ 2711.05 320 00 Sq Ft, $8.47 Per Sq Ft Price valid until 08/07/14. • Fastening Systems: Screws Wood Types- Deck planks PRESSURE TREATED 1 Joists PRESSURE TREATED 1 Fascia PRESSURE TREATED 1 Rim board PRESSURE TREATED 1 Beams PRESSURE TREATED 1 (5 of 5) PULL LIST CUSTOMER: DARK /TOMO DATE: 08/25/14 DESIGN: DECK14218 REF: 14218151 . ZP1 • . SALESMAN # TOM 0 WOOD TYPE SKU QUANTITY DESCRIPTION PRESSURE TREATED 1 568PT 40 EA 5/4X6-8 PREM TREATE PRESSURE TREATED 1 5612PT 34 EA 5/4X6-12 PREM TREAT PRESSURE TREATED 1 5614PT 2 EA 5/4X6-14 PREM TREAT PRESSURE TREATED 1 268T 8 EA 2X6-8 #1 TREATED AB PRESSURE TREATED 1 2416T 10 EA 2X4-16 #2 TREATED A PRESSURE TREATED 1 4416T 3 EA 4X4-16 TREATED GROU PRESSURE TREATED 1 4410T 4 EA 4X4-10 TREATED GROU PRESSURE TREATED 1 2128T 3 EA 2X12-8 #2 TREATED A MAHOGANY LF DT-18012MAHLF 1 EA 1X8 12 ' PRESSURE TREATED 1 21214T 2 EA 2X12-14 #2 TREATED MAHOGANY LF DT-1808MAHLF 2 EA 1X8 8 ' PRESSURE TREATED 1 2820T 11 EA PT 2X8, 20 PRESSURE TREATED 1 2816T 16 EA 2X8-16 #2 TREATED A PRESSURE TREATED 1 DT-11016PT 2 EA 1X10 16 ' PRESSURE TREATED 1 DT-11010PT 4 EA 1X10 10 ' PRESSURE TREATED 1 2616T 2 EA 2X6-16 #2 TREATED A PRESSURE TREATED 1 6614T6 5 EA 6X6-14 TREATED GROU STRESS ANALYSIS CUSTOMER: DARK /TOMO DATE: 08/25/14 DESIGN: DECK14218 REF: 14218151 . ZP1 SALESMAN # TOM 0 MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 483 PSF 16" BENDING 343 PSF SHEAR 216 PSF COMPRESSION 497 PSF 216 PSF BEAMS 3-2X8LM DEFLECTION 84 PSF BENDING 75 PSF SHEAR 79 PSF COMPRESSION 467 PSF 75 PSF POSTS 6X6 STABILITY 864 PSF BEARING 590 PSF 590 PSF TOTAL LOAD 75 PSF DEAD LOAD 10 PSF LIVE LOAD 65 PSF STRINGERS 2X12 DEFLECTION 270 PSF BENDING 263 PSF SHEAR 215 PSF COMPRESSION 858 PSF TOTAL LOAD 215 PSF DEAD LOAD 10 PSF LIVE LOAD 205 PSF STRINGERS 2X12 DEFLECTION 241 PSF BENDING 234 PSF SHEAR 191 PSF COMPRESSION 763 PSF TOTAL LOAD 191 PSF DEAD LOAD 10 PSF LIVE LOAD 181 PSF PRICE SUMMARY CUSTOMER: DARK /TOMO DATE: 08/25/14 DESIGN: DECK14218 REF: 14218151 . ZP1 SALESMAN # TOM 0 SUMMARY LUMBER MATERIALS $ 1491 . 44 OTHER MATERIALS $ 1219 . 61 TOTAL $ 2711 . 05 (320 . 00 SQ FT, $8 . 47 PER SQ FT) PRICE VALID UNTIL 08/07/14 . DECK FASTENING SYSTEM SCREWS WOOD TYPES USED IN DECK DECK PLANKS PRESSURE TREATED 1 JOISTS PRESSURE TREATED 1 FASCIA PRESSURE TREATED 1 RIM BOARD PRESSURE TREATED 1 BEAMS PRESSURE TREATED 1