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HomeMy WebLinkAbout24ft Above Ground Pool and 18x24 Deck 2001-2002 Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 82 Fax. 860-848-7231 July 10, 2002 DAVID A ROCCO 21 PARTRIDGE HOLLOW OAKDALE CT 06370 RE: Above ground pool & deck Permit No.: BP2001-307 Dear DAVID A ROCCO: During a review of our files, we found that a Certificate of Occupancy has not been issued for the referenced project above. Occupancy and use of the area that the building permit was issued for constitutes a violation of the Connecticut State Building Code until such work has been inspected and approved by this department. Please notify the building department within ten (10) days with the status of your project or to schedule an inspection. Thank • 4, osep J. Summers Assistant Building Official Cc: File Town of Montville voi Field Inspection Notice Permit # Location: N �9l1`Toe/D(e /lee 04 ) Typeof Inspection: �/P � o?-.ti 6 5 Issued to: Delivered to: "7/E. PROV NOT APPROVED The following orders are hereby issued for their correction: Please call for in pectio when corrections have been cgrhple 860-84: 166/ Date: ,V6 B Building 0 clal Town of Montville Building Department Phone: 848-7166 310 Norwich New London Tpke Fax: 848-7231 Building / Trades Permit Permit Number BP2001-307 Permit Date 6/29/01 Permit Type Building Permit Code R8 Job Street# 21 Job Location PARTRIDGE HOLLOW Map/Lot 028/005-066 Job Description Above Ground Pool& Deck Owner Contractor David A. Rocco David A. Rocco Address 21 Partridge Hollow �� � Address 21 Partridge Hollow City Oakdale State Ct. City Oakdale State Ct. Zip 06370 Telephone 848-7560 Zip 06370 Telephone 848-7560 Lic/Reg Number Lic/Reg Type ' Exp Date: Use Group R4 Code 1995 CABO Type Construction 2C Building Value $3,000.00 Building Fee $16.00 Plumbing Value $0.00 Plumbing Fee $0.00 .00 Mechanical Value $0Mechanical Fee $0.00 Electrical Value $150.00 Electrical Fee $10.00 Other Value _ $0.00 Other Fee $0.00 Total Values $3,150.00 C/O Fee a $10.00 Comments: Plan Review Fee $1.60 State Ed Fee $0.50 T tal Fees $38.10 Building Official's Signature .lL?2 t' - Date c /097/0/ It is the owners res.onsibili to schedule the followin. re.uir • inspections(minimum 24 hours notice required): B Footings -prior to pouring concrete ❑ Backfill -footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab, prior to pouring ❑ Fireplace Final ❑ Rough Framing ❑ Chimney-one flue above thimble V Rough Electrical ❑ Firestopping/draftstopping ❑ Electrical Service ❑ Insulation ❑ Rough Plumbing and leak test ® Pool bonding ❑ Gas piping -pressure test and installation ❑ Final Inspection ❑ Rough HVAC V Certificate of Occupancy-PRIOR to use or occupancy Town of ontville Building Departme-�t Receipt too VIIPI Date G / 7 /0 / No. 00781 c From: ,1/9(x/Co ROCCO / Aerie/ OGr itZJob Address: � ccU w p0 Amount $ 38 . /V Cash Check _ Circle one) Received by if Permit #6PaGO/—3V Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-7166 Fax. 860-848-7231 June 18, 2001 David Rocco n P 21 Partridge Hollow 0 Oakdale, CT 06370 RE: Pool& Deck We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263, your application is being rejected for the following reason(s): Engineering data required for the pool 2. Plan of proposed deck is required showing the pier locations, deck framing, and railing detail We will keep all documents received to date on file and renew your application when you have furnished all the required data. Thank ou, Joseph J. Summers Asst. Building Official Cc: File ik..1 • III Town of Montville Permit # SPn A&/`3Q 7 Building Department 310 Norwich-New London Tpke. Tel. 848-7166 Uncasville, CT 06382 Fax. 848-7231 Application for Building or Trades Permit Building Permit Trades Permit ❑ New Construction ❑Accessory Structure ❑cPlum6ing ❑!tec/lanicaf ❑Addition ❑OemoIttion ❑Tfectrrcaf Jfeating ❑Alteration Kier Air Conditioning Gas Ptping p Job Location c2 I f f-T-t GE do lieu,) 0 }Lp A4LL 1 Cr t163-70 Job Description/Materials A-ijp0� C,-Q.0v(%1 p Poo L -4- T£-t Owner] x 0 A. go c_C_© Mailing Address 02 1 PAa r(u0G-c_ 14./i., City d A-K b A-t. - State Cr zip D 63 7v Tel 860 /8"Y Fr/ 754, a << Contractor :Sfz'c t= Mailing Address City State Zip Tel / / Contractor's License/Registration Type&Number Exp. Date / / New Home Construction Contractors: Have you entered into a contract with a consumer for the proposed new home? ❑ Yes ❑ No I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Owner/Agent Signature�a it Date 6 / -7 / O I Construction Value Fee Building $ _ ejD O $ / Plumbing $ $ Mechanical $ $ Electrical $$ 0j O /$ Other ��`` Certificate of Occupancy $ Plan Review Fee $ #,C State Education $ ` mrd Total $ 0/0 0 $ &?-, 10 (9 ,,,r Swimming Pool-Aram Affidavit Date 6 / 7 / °I Owner Dfto i . -Re cc.-cti %faitingAddress I DGE //ow /4K 0 < (T Q� 3 7c) Location of Property 5 4 ryt f-- I, -D t t 4_ g.LC c , owner/owners agent of the a6ove referenced property, hereby swear and attest that I am aware of the requirement for a pool alarm to 6e instaQed in the pool to 6e constructed at the above referenecedproperty. cFurther, I am aware that the alarm must 6e instal ed andfunctioning at the time of the final(Certificate of Occupancy)inspection for the pooC (signed) / 7 /LI (date) .t CL'sCk.Mo.0 (Notary,C'ommissioner of the Superior Court, "Su6scri6edand swam to 6efore me Justice of the(Peace)this " ��day of SJNk., Loc" Elate Commission Enpires Lisa DiMarco Notary Public My Commission Expires Oct 31 2002 Inspected and Operational / / Budding Official 4 ' STATE OF CONNECTICUT WORKERS' COMPENSATION COMNIISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at c>2I {7,AeLDe /-Jo t.. t.>(�J In the town of © '6, -E- Name of building permit applicant: Please check one: I. I am the owner of the above property. 2. _ I am the sole proprietor of a business. 2A. Name of business 2B. Federal Employer Identification Number(FEIN) Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general ;. contractor or principal employer" may provide either a certificate of workers'compensation insurance or a "sworn notarized affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1. )( I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2. I intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. Affidavit I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act (Chapter 568). I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of , 200_ (Notary Public/Commissioner of the Superior Court) 3 fGG-J V""v I J.G I nNl rlCUNI-VOGUE I IJ +514-363-1772 1-280 P.04/07 F-496 '`Ir1 II��I�'' Rev. 159705121_02 io' VOGUE 1. POOL 52 " PART LIST 1. 1.1.1 PART LIST BY SIZE ROUND POOL 52" POOL SIZE al PART W DESC 0008 0010 0012 0015 0018 mu 0024 0027 HI1267130 TOP SEAT 30" 10 -_ 1267142 TOP SEAT 42" - 9 - 0 1267152 TOP SEAT 52" - am 9 13 15 Nam 19 R12673 UPRIGHT REG. 52" 10 9 9 13 15 ► 19 22150A SEAT GAP A FLAIR 10 9 9 11 13 17 19 • 22110B SEAT CAP B FLAIR 10 9 9 11 mu 15 17 19 © 20463 JOINER PLATE PR 20 18 18 22 26 30 34 38 0 1214105 RAIL PREST 5' D 10 - - - - -- . - 0 1214110 RAIL PREST 10' D - 9 - - - - UnEaRall RAIL PREST. 12' 0 - - 18 I - - - - - RAIL PREST 15' D - - - 22 - - - - Q 1214118 RAIL PREST 18' D - - - - 26 - - - . IMINMEEM RAIL FREST. 21' D - - - - - 30 - - " F 1214124 RAIL PREST. 24' D - - - - 34 - RAIL PREST. 27' O -T. + 38 / id 20497 WALL JOINER BAR 2 2 2 2 2 2 2- ( 2 1 all 2021 PLASTIC COPING 10 12 15 17 19 I 22 MI STEEL WALL 1 1 1 1 '1 1 1 ammom VINYL LINER 1 1 1 1 1 1 1 1 m V12-314 SCREW 12x '/. S S 70 63 63 77 91 105 119 133 81/4X20X7/3 BOLT Y. x 20 x 7/5 30 27 27 33 39 45 51 57 III N1/gx20 HEX NUT Y.-20 20 18 15 22 26 30 34 38 CN1/4X20 CAGE NUT Y.x 20 10 9 9 1 11 13 15 17 19 ``` olWrtJ44,40 -'.‘s 1 z_7.-..,,,t...4,1/4.Jr,k ..c.,:.:;6.c 1 •:.:,.. itit /°'/."- /..,s/ NAI •�U,��', vog. Poe,Proq.c: 9031 Sai;c/:creat.LaSalle Quebec c5fiag4 116R 2Ca Tal t 514)54$-5222 FaA (5i4)65c-l772 3 FEB-08-96 10:56AM FROM-V0 uE +514-363-1772 1-280 P 02/07 F-496 .,�(� ii), Rev. 199705121_02 ��� I `� T.�,_,� VOGUE= 1.1.2 ASSEMBLY DRAWING ROUND POOL 52" , - : %. • '. 1, rli.C.4Pr PrflirqD LiN..4-tr.r.i.m. tt., i 13 0a r, a 6 /; 1I' ' L A- Top seat it 12671 F- wall cJ annzt U 12141 Et- upright (regular) u 12673 C- Steel bar ii 20497 C- Seat cap Onside) 1122150 ti- Pl.ts is coping V 2021 D- Seat cap(oursiae) w 22110 f - Siaei wall u, E- Joiner prate U 2046'3 .1 - Vinyi finer n, ottailiqiirdio ,,\�‘ OF b�4/we r'/fir . / 111/11‘/ M t� ✓.fir} ,,' /r x 1 �J ti ( 77 of Fluter to bon ax ewe(coafiw , tion pasnd on sizes uno optionb) t au 8i 71 I 1 570)4 AL t‘'., ai,ie Vogue Pool Proaucts,501 Sauey street,t4Sakd.Queoec Canaoa Kik 2C a Tei (514)%Y-3252 Fax (514) . -1772 4 FEB-09-98 10:56AM FROM-VOGUE +514-363-1772 T-280 P 03/07 F-496 Ij! it Rev. 199705121_02 VOGUE: 1.1.3 DIMENSION DRAWING ROUND POOL 52" .......---- 7 r7 N. / (oozl) U / sz. . 21'X W' (o.40m X 1,22m) prn A ZT'(6.40111) x(0027) Vol. 10 355 gal. / 8T X 4E/ (o, m X 1,22m) ? (39 1�4 L) P.m A:2T(q.Z:im) Vol_ 17 IX pa) '............ \ (64 500 L) 7 (001 B) / 82. �� i 7'A R6• (5.45m A 1 22m) /// Vot 7610 gal I ` (28!!G3 L) / / i / LZ "• ( a) El` / 24'X (7,32m X 1.22m) �.r Dim A:24'(7.32m) i OM S) u 1 VOL 115:b gal. . i5'XSL( ,57m X 1,2: )1 (51 182 L) Pim A:15'(4,57m) VW 5 213.5 pal (20 003 L) i '4%.%......... ...---"°. ❑ DiM. A , (0012) Si ç; : : j 52 17 (per.�r+r .....1.........T.i ., gfri , A ...- , . i _ Vol.r 220 tyal ..,�t�, 0 R.`� ,,'11ff►1t1+i 0..... Vogue POLI PrOduCts.5091 sailer Street LSS31f0,Qu*Ccc COn40o i R 2C8 Till (514)303-3232 Fox (S14)636-1772 5 ' tii, Town of Montville Building Department 848-7166 CONS. ' UCTION PERMIT SIGN-OFF SHEET .,: f I L /A28 5--&& Pro Address ap/Lot Job Description: ,4o L (ii/ i6' 7 dL The owner/agent shall be responsible for the completion of the form, no construction permit will be issued until all signatures below have been obtained. HEALTH DISTRICT 823-1189 ❑ Permit#: Not Applicable Septic System Date ❑ Approved IZ(Not Applicable Plans for Food Service Establishment Date ❑ Permit#: 11Not Applicable Private Well Date WPCA DEPARTMENT 848-7094 dillt0. - .;;VA.. 6/2/) ❑ Permit#: N. Not Applicable Municipal Sewer Date A)n•-rt- fi c-p:f r cJi ‘;e-i-/-•-3— 1 ❑ Permit# ❑ Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 ❑ Permit#: Not Applicable Director Date POLICE DEPARTMENT 848-7510 ❑ Plan Reviewed Not Applicable s i Icer in Charge Date PL• 11'IN e :- .i t NING DEPARTMENT 848-8549 Zo- `�'/ 7Z0/ 1111Permit#: �� Not Applicable O,,rli g ,O.,/e (0/7/0/ ❑ Permit#: fel Not Applicable 41 land-Wetlands Date FIRE MARSHAL'S OFFICE 848-1175 Plan Review ❑ Approved Not Applicable Fire Marshal Date II , 1 1111111 I■■■ MI I S n;0, i 2_ do A so�A-T£D GCno/0 -i & _ To r w e4- ■ t■aNir _ '� _ , � II ■ �■s S�IlG u (e_ _go _c SNE 4 g, s.� ■■■REMIIII ■■■ EMIR R 1 sE.,s -s 4� L. so Eicm: Jr-. 11141111111 1111111111111 - r, c+„v _v c.-T" 1 MEM 11A11■ r7F■EEE■ '" JI■LI_Mi ■■■Cs!■■■■■■ ■■■I 1 i Ai .As ©■i■ ■■■ ■ ■I■■a�"1■■■■■■■■ ■■■ . ►cAG' ■■■■■ i■■0.i Mu■■■■■■■■ 1111•111111 go i; 111101111111114011111, .1111111111111111111111■■■■■■Ii■ 7L6 ' li/i ■ . Pt 1111111111111111111 111111111111111111111111111111111 -1 _ 2■■■■■■■ self-latching _ _ all 1i■■■iu21■ s 1111111111111111111 . t swinging!se 'tired ■■ 111 ■ael1■ -■■■■ ■■ . ■■ 1111•111111115111 ._ / ■■■ ■■■►�■■■■■■■ 1■■■■ i i .2y #r■■■■■//■■1111■ 1■■■■ ■i■ '. Mia■■■■■i■■■■■■■ 1■■■■ ■■■ - s ■ ■■■iM■■■ 1■■10111■■■■■ME!�EEi■r■■■ this pM;;'ai■■■ mommo11■■■■■m■o:_ ■\\om/%■■■■�imumm■ t�■■■i■n■■■■■■■■i■■■r■i■■ Z _ 1■ 11■■1UUUI■■■■ .in.burial depth lti' -- maybe reduced to IC ■ i ■■ ■■■ . "'"'.i"�■■■ GFCI protected at _ ■■ ;\1. ■1111■■ -" ute M %''!■■ ' e service ■■ ■■■■■■■ cautwt(ifII.... i ■■ -- ■■■■■1■■ ■■■_ ' 11111111111M111111117.7:=21111111 tine b_ 1111 ■a■u■■■■■ ■■■ Err -;� ■■■Lr .. ■■■1 • ■■■■■■■■■■■■■ ■■ r■ ■ ■■■■1 ■■■■■ 1■■ ■ ■ ■■ ■ 1111■ ■■■ ■ 1 of ■■■ ■■■ ■1 ■ ■ ■■ IflIU!! PmN ■■■■■■■■■■■ ■■■■ ■■■ i ■■■■■■ ■■■■■■■■ ■■■ _I ■■■1 IIIIiiIIIIIIiiiiIIL1IILi III ■■■■1 N■■■■■■■ ■■■CEa/ _ ■1 1111 ■ 1■ ■■■■11■■ ■■1111 - ■■■ The Home Depot #6215 , 816 HARTFORD TURNPIKE, WATERFORD, CT 0638 Tue Jun 26 10 : 11 : 15 2001 File saved as : f : \dn\decks\60709961 . DEK Deck Layout ■ • • \\\\\\.\\. , • • • • r ■ el 110 ■ II II �. . .1 .■ ■ The Home Depot #6215 , 816 HARTFORD TURNPIKE, WATERFORD, CT 0638 Tue Jun 26 10 : 11 : 15 2001 File saved as : f : \dn\decks\60709961 . DEK Post Layout for Deck 1 C Ol N 00 16' 10"- N 9' 1"9' 3 6' 5" I I • 3 7" 2' 11" 1' 3" 1' 3" 1" = cotC co N r i BasDeck l� r I N V LO �"� N co The Home Depot #6215 , 816 HARTFORD TURNPIKE , WATERFORD, CT 0638 Tue Jun 26 10 : 11 : 15 2001 File saved as : f : \dn\decks\60709961 . DEK Deck Dimensions for Deck 1 15 ' 3" • 7 ' 1" - 3 ' 3" o -� i■= ko 00 r, - -I:- SI SS, --I N S CV cr 4 ' 11" 7 ' 1" i 3' 3" 15' 3" The Home Depot #6215, 816 HARTFORD TURNPIKE, WATERFORD, CT 06385, (860) 437-1900 Tue. Jun 26 10:11:23 2001 File saved as: f:\dn\decks\60709961.DEK Construction Specifications Deck 1 : Construction Method = Beam to Side of Post Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing = 0.125 in Joist Spacing = 16 in Beam Spacing = 96.5 in Post Spacing = 79.5 in Decking = 5/4X6 .40 Sealed Southern Pine No. 1 Beams = 2X8 .40 Treated Southern Pine No. 1 Joists = 2X6 .40 Treated Southern Pine No. 1 Posts = 4X4 .40 Treated Southern Pine No. 2 Deck Height = 51.9688 in Diagonal Bracing = No Deck Skirt = No Joist Overhang = 12 in Beam Overhang = 12 in Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = Pref Joist Size = none Pref Beam Size = none Pref Post Size = none Railing 2: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Railing 4: Railing Height = 36 in Baluster Spacing = 3.75 in(L Post Spacing = 96 in Railing 1: Railing Height = 36 in Baluster Spacing = 3.75 inc Post Spacing = 96 in The Home Depot #6215 , 816 HARTFORD TURNPIKE, WATERFORD, CT 0638 Tue Jun 26 10 : 11 : 15 2001 File saved as : f : \dn\decks\60709961 . DEK Post Layout for Deck 2 0 - O i-i 61 H 4 ' 5" 3' ® ■ 3'3' 1" 1 ' 3".- ® 1.2. 1 , 3" N - 1-5' -- - ---_. .. BasePoint 3 — Deck 2 - The Home Depot #6215 , 816 HARTFORD TURNPIKE , WATERFORD, CT 0638 Tue Jun 26 10 : 11 : 15 2001 File saved as : f : \dn\decks\60709961 . DEK Deck Dimensions for Deck 2 co co 12' I 10' 4" }' 81' � Cf.) "or :Y.) •• Irma Deck 20' 3" --10 ' 4". - 1 ' 8" 12' The Home Depot #6215, 816 HARTFORD TURNPIKE, WATERFORD, CT 06385, (860) 437-1900 Tue Jun 26 10:11:29 2001 File saved as: f:\dn\decks\60709961.DEK Construction Specifications Deck 2: Construction Method = Beam to Side of Post Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing = 0.125 in Joist Spacing = 16 in Beam Spacing = 47 in Post Spacing = 144 in Decking = 5/4X6 .40 Sealed Southern Pine No. 1 Beams = 2X8 .40 Treated Southern Pine No. 1 Joists = 2X6 .40 Treated Southern Pine No. 1 Posts = 4X4 .40 Treated Southern Pine No. 2 Deck Height = 51 .9688 in Diagonal Bracing = No Deck Skirt = No Joist Overhang = 12 in Beam Overhang = 12 in Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = Pref Joist Size = none Pref Beam Size = none Pref Post Size = none Railing 3: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in The Home Depot #6215 , 816 HARTFORD TURNPIKE, WATERFORD, CT 0638 Tue Jun 26 10 : 11 : 15 2001 The materials in this deck will cost $1384 . 28 File saved as : f : \dn\decks\60709961 . DEK 3D View 1111111111 • • 1111 A.4 °.? 1%1111IOW PIPIN ' � II II " Ijji I ' The Home Depot #621 5 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860) 437-1900 Tue Jun 26 10:1 1 :15 2001 Materials for Deck: Qty UOM SKU Use Description 91 EA 557285 Baluster 2X2-421N. NO.1 SINGLE POINT BALUSTER 2 EA 469798 Beam 2X8X16 SYP NO.1 .40 CCA 1 EA 275587 Beam 2X8-10 #1 SYP .40 7 EA 469784 Beam 2X8X12 SYP.40 NO.1 CCA 2 EA 744667 Beam 2X8X8 NO1 PRESSURE TREATED Y/P 40CCA 19 EA 326627 Decking 5/4X6X12 PREMIUM THOMPSONIZED 4 EA 326626 Decking 5/4X6X8 PREMIUM THOMPSONIZED 10 EA 365287 Decking 5/4X6X16 PREMIUM THOMPSONIZED 7 EA 351792 Decking 5/4X6X10 PREMIUM THOMPSONIZED 10 EA 914045 Joist 2X6X10 NO.1 PT Y/P .40 5 EA 914053 Joist 2X6X12 NO.1 PT Y/P .40 13 EA 914037 Joist 2X6X8 NO.1 PT Y/P .40 1 EA 694770 Joist 2X6X16 NO.1 PT Y/P .40 6 EA 162841 Post 4X4X12 PT Y/P NO.2 .40 6 EA 162825 Railing Post 4X4X8 PT Y/P NO.2 .40 7 EA 675199 V Top Rail 2X4X8 NO.1 PRESSURE TREATED Y/P .40 18 EA 164365 4x4 Post Foot Brack 4X4 ADJUSTABLE POST BASE 18 0 126543 Anchor Bolt 6 IN ANCHOR BOLT EA PC 18 EA 538892 Anchor Nut HEX NUT GALV 1/2 18 EA 538981 Anchor Washer FLAT CUT WASHER GALV 1/2 1 BX 735002 Baluster Screw GREEN 5LB 2 1/21N DECKMATE DECK SCRW 36 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 36 EA 538892 Beam Nut HEX NUT GALV 1/2 36 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 72 EA 929514 Concrete Pier In-Gr CONCRETE MIX 60LB 3 BX 735003 Deck Screws GREEN 5LB 3IN DECKMATE DECK SCRW 2 BX 229016 Joist Framing Nails 16D GALV SPIRAL PTL DECK NAIL 5LB BX 22 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 22 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 22 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 Materials Cost of Deck: $1384.28, plus sales tax Price Valid Today, 6/26/2001 Parameters from UBC.cod parameter file. Parameters used for Deck 1: 60 psf live load, 24 inch footing depth. Parameters used for Deck 2: 60 psf live load, 24 inch footing depth. File saved as: f:\dn\decks\60709961.DEK Warning: This is not a final design plan. Variations in building codes, specific architectural considerations, or site conditions may require changes to this design. You are responsible for the final structure, code verification, material usage, and structural safety of this design. Be sure to check and verify the design with your local architect and building inspector. The Company assumes absolutely no responsibility for the correct use of this program. All output should be examined by a qualified professional to determine if they are reasonable and accurate. CONSUMER INFORMATION SHEET This wood has been preserved by pressure treatment with an EPA-registered pesticide containing chromated copper arsenate (CCA) to protect it from termite attack and decay. Wood treated with CCA should be used only where such protection is important . CCA penetrates deeply into and remains in the pressure-treated wood for a long time . Exposure to CCA may present certain hazards . Therefore, the following precautions should be taken both when handling the treated wood and in determining where to use or dispose of the treated wood. USE SITE PRECAUTION FOR CCA PRESSURE-TREATED WOOD * Wood pressure-treated with CCA preservatives may be used inside residences as long as all sawdust and construction debris are cleaned up and disposed of after construction. * Do not use treated wood under circumstances where the preservative may become a component of food or animal feed. Examples of such sites would be structures or containers for storing silage or food. * Do not use treated wood for cutting-boards or countertops . * Only treated wood that is visibly clean and free of surface residue should be used for patios, decks and walkways . * Do not use treated wood for construction of those portions of beehives which may come into contact with the honey. * Treated wood should not be used where it may come into direct or indirect contact with public drinking water, except for uses involving incidental contact such as docks and bridges . HANDLING PRECAUTIONS FOR CCA PRESSURE-TREATED WOOD * Dispose of treated wood by ordinary trash collection or burial . Treated wood should not be burned in open fires or in stoves, fireplaces or residential boilers because toxic chemicals may be produced as part of the smoke and ashes . Treated wood from commercial or industrial use (e .g. , construction sites) may be burned only in commercial or industrial incinerators or boilers in accordance with state and Federal regulations . * Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing and machining treated wood wear a dust mask. Whenever possible, these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from treated wood. * When power-sawing and machining, wear goggles to protect eyes from flying particles . * After working with the wood, and before eating, drinking, and the use of tobacco products, wash exposed areas thoroughly. * If preservatives or sawdust accumulates on clothes, launder before reuse . Wash work clothes separately from other household clothing. * Treated wood should be dry before handling. EPA Approved