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HomeMy WebLinkAbout12x20 Deck 2004 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2004-0685 Date: 25-Oct-04 Map/Lot: 103/016-000 Owner ID: 5571000 Project Location: 55 PODURGIEL LANE Unit: Job Description: Deck 20'x 12' Owner Name: Pamela I and Michael 3 Gonski Tenant Name: N/A Careof: 55 Podurgiel Ln Uncasville CT 06382- Telephone: Contractor Name: Property Owner Telephone: (860)848-8244 DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $3,742.00 Building Fee: $32.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 w/2004 Amendment Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: 5B Total Value: $3,742.00 Penalty Fee: $0.00 Permit Code: R10 C of 0 Fee: $10.00 Comments: Plan Review Fee: $3.20 State Ed Fee: $0.60 Total Fee: $45.80 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. • Footing -Prior to pouring concrete ❑ R Plumbing and leak test ❑ Backfill -Footing drains and waterproofing ❑ R Electrical ❑ Concrete Slab-Prior to pouring concrete ❑ Elec Trench-with conduit installed ❑ Framing ❑ Electrical Service CRS No: 0 ❑ Fireplace Throat-One flue above throat ❑ R HVAC ❑ Chimney-One flue above thimble ❑ Gas Piping and leak test ❑ Firestop Draftstopping ❑ Final Inspection ❑ Insulation El Certificate of Occupancy Building Official's Approval: 04-Ce Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville,CT 06382 Fax. 848-7231 Residential Building Permit Application Form Permit X624�l Y'6 6 ❑ New Construction 0 Addition 0 Alteration ❑Accessory Structure ❑Single Family Two-Family Li Townhouse Job Address 5 PoduLaiNe (Number) (Street) (Unit) Job Description p r‘rj ©n a de c k 'up x 12._ Owner Parw.lo_ Gonsk, Mailing Address 55 %durcltei Lane City l cas d t l I e_ State C-} Zip 0( 3$2 Tel &(o() / $y$ / R Z 4 y Contractor Mailing Address City State Zip Tel Contractor's License/Registration Type&Number Exp. Date 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. Separate applications are required for electrical,plumbing,mechanical, etc. CROwner/Agent Signature Date 9 / Construction Value Fee Building $ 2/2 $ 3Z-- Plumbing $ $ Mechanical $ $ Electrical $ $ Certificate of Occupancy $ /cv Plan Review Fee $ 3.Zo State Education $ o,40 Total $ 3 7 yz--' $ y5.T° (See 1cverse side for additional requirements) 94viseiSeptem6er9,2004 1 Town of Montville Building Department Receipt Date /0 /O/oC _ No. 04382 From: / , / 0�2,' i� Job Address: CJ4-te-r- c,a--x.- ____. Amount $ __ CashChec Check # sLf_ I OF 1 Received b .+/Vi. �,/ - A, I 'e,"6 , Permit Q K5-''" STATE OF CONNECTICUT • WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: 55 c(3kPA Lane_ In the town of u(IC SV l te_ Name of building permit applicant: Go-r ...., Please ch ck one: 1. .J 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 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. [Si and op here othiL. 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�cooveragless he files his intent to accept coverage. VCrA L' Signature of applicant Subscribed and sworn to before me this day of , 200 . (Notary Public/Commissioner of the Superior Court) < (f) 1-4-1 ff. Town of Montville f Building Department 848-3030, Ext 382 CONSTRUCTION PERMIT APPROVAL 55 Riducc e,\ lore A\ccxs\i't Ile_ Property Address Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax Collector / /o At- Sign ature;date WPCA /011;14�I Signature/date Planning&Zoning Cottet/vi ) t� ' zo/ f Signature/date eig Health Department Signature/date ❑ Department of Public Works Signature/date ❑ State Dept. of Transportation S .:mature/date ❑ Fire Marshal Signature/date Comments/Conditions: • WriLredSeptember9,2004 The Home Depot#6215 316 HAr?TFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Fri Sep 17 14:22:35 2004 The materials for this project will cost $2102.72 PAMELA GONSKI 12X24 337425 Deck Layout E Town of Montville Plans Approved for Construction II Approval shall not be construed as a permit for, or approval of, any violation of the provisions of the necticut Building Code • r o. ,- £ile Copy 410 ��i o -1___/ o'l The-Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Fri Sep 17 14:22:35 2004 The materials for this project will cost$2102.72 PAMELA GONSKI 12X24 337425 Post Layout for Deck 1 0 N 12' l 12' 6" o 6" Deck 1 Ln 10' 4" Base Point The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Fri Sep 17 14:22:35 2004 The materials for this project will cost$2102.72 PAMELA GONSKI 12X24 337425 Deck Dimensions for Deck 1 20 ' rn N N r-I � r-I N L Deck 111 I I 3' 20 ' 20 ' Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" Railing Height = 36" The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Fri Sep 17 14:22:53 2004 PAMELA GONSKI 12X24 337425 Construction Specifications deck 1: Construction Method = Beam Flush With Joist Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing = 0 1/8" Joist Spacing = 16" Beam Spacing = 144" Post Spacing = 58 5/8" Decking = 5/4X6 ACQ Premium Southern Pine No. 2 Beams = 2X8 .25 ACQ Southern Pine No. 1 Joists = 2X8 .25 ACQ Southern Pine No. 1 Posts = 6X6 ACQ Southern Pine No. 2 Deck Height = 95" Diagonal Bracing = No Deck Skirt = No Joist Overhang = 0" Beam Overhang = 0" 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 Stair 1: Step Width = 36" Step Height = 53 3/4" Step Rise = 7 1/2" Step Run = 11" Stringers =2X12 ACQ Southern Pine No. 2 Risers = 5/4X6 ACQ Premium Southern Pine No. 2 Treads = 5/4X6 ACQ Premium Southern Pine No. 2 Railing 2: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 8: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 9: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 10: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 1: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Fri Sep 17 14:22:35 2004 The materials for this project will cost $2102.72 PAMELA GONSKI 12X24 337425 Post Layout for Deck 2 0 N 4 ' 6"— ,� —4' 6" 4 _ F 4 BasELDJn12 N The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Fri Sep 17 14:22:35 2004 The materials for this project will cost $2102.72 PAMELA GONSKI 12X24 337425 Deck Dimensions for Deck 2 co 3' 0 0 0 ■ Deck 2 Joist Spacing = 12 iIn.3o.¢„ 3' Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" 3' Railing Height = 36" • The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Fri Sep 17 14:23:09 2004 PAMELA GONSKI 12X24 337425 Construction Specifications deck 2: Construction Method = Beam to Side of Post Footing Type = Pier Live Load = 60 Dead Load = 10 Decking Spacing = 0" Joist Spacing = 12" Beam Spacing = 56 1/2" Post Spacing = 36" Decking = 5/4X6 ACQ Premium Southern Pine No. 2 Beams =2X6 .25 ACQ Southern Pine No. 1 Joists =2X6 .25 ACQ Southern Pine No. 1 Posts = 4X4 ACQ Southern Pine No. 2 Deck Height =40" Diagonal Bracing = No Deck Skirt = No Joist Overhang = 0 3/4" Beam Overhang = 0 3/4" 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 4: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Stair 3: Step Width = 36" Step Height = 38 3/4" Step Rise = 7 1/2" Step Run = 11" Stringers = 2X12 ACQ Southern Pine No. 2 Risers = 5/4X6 ACQ Premium Southern Pine No. 2 Treads = 5/4X6 ACQ Premium Southern Pine No. 2 Railing 5: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 6: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 7: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 3: Railing Height= 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Fri Sep 17 14:22:35 2004 The materials for this project will cost $2102.72 PAMELA GONSKI 12X24 337425 3D View 7 f 1111 H4, n _ EEE� IF,. irM.P 11 or I i .1 :11111! , I, lll i ..ii . Iii. 410 ji ,10444 IPio Iii of L• _ 1 The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 1 9/17/2004 PAMELA GONSKI 12X24 337425 Materials for Deck: Qty UOM SKU Use Description 146 EA 430400 Baluster 2X2-42 B1 E BALLUSTER PT 1 EA 255376 Beam 2X6-10 #1 SYP PT 1 EA 255278 Beam 2X6-8 #1 SYP PT 4 EA 255523 Beam 2X8-8#1 SYP PT 3 EA 167894 Decking 5/4X6-10 THOMPSONIZED DECK PT 44 EA 168793 Decking 5/4 X6-12FT THOMPSONIZED DECK PT 12 EA 254258 V Top Rail 2X4-8#1 SYP PT 13 EA 168768 H Top Rail 5/4 X6-8FT THOMPSONIZED DECK PT 2 EA 255376 Joist 2X6-10 #1 SYP PT 17 EA 255676 Joist 2X8-12 #1 SYP PT 1 EA 255278 Joist 2X6-8#1 SYP PT 1 EA 255523 Joist 2X8-8 #1 SYP PT 1 EA 255523 Ledger 2X8-8#1 SYP PT 1 EA 255676 Ledger 2X8-12 #1 SYP PT 1 EA 257974 Post 4X4-10 #2 PT 5 EA 260691 Post 6X6-8 #2 PT 1 EA 256276 Post 4X4-8#2 PT 12 EA 256276 Railing Post 4X4-8 #2 PT 4 EA 255974 Stair Stringer 2X12-8#2 PT 1 EA 155959 Stair Stringer 2X12-12 #2 PT 8 EA 167894 Tread 5/4X6-10 THOMPSONIZED DECK PT 13 EA 254258 V Bottom Rail 2X4-8 #1 SYP PT 13 EA 254258 V Top Rail 2X4-8#1 SYP PT 32 EA 865858 2x8 Joist Hanger ZMAX 2X8 JOIST HANGER 5 EA 209715 4x4 Post Foot Brkt POST BASE 4X4 Z-MAX 5 EA 294261 6x6 Post Foot Brkt 6X6 POST BASE 2-MAX 5 EA 544208 Anchor Bolt CARRIAGE BOLT-GALV. 1/2 X 8 5 EA 538892 Anchor Nut HEX NUT GALV 1/2 5 EA 538981 Anchor Washer FLAT CUT WASHER GALV 1/2 2 EA 735002 BalusterScrewGreen GREEN 5LB 2 1/2IN DECKMATE DECK SCRW 18 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 18 EA 538892 Beam Nut HEX NUT GALV 1/2 18 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 10 EA 169765 ConcPierin-Ground 80LB. CONCRETE MIX 4 EA 734283 Concrete Deck Block DECK-SO-PORT 50LBS 3 EA 439432 Flashing DECK LEDGER FLASHING BRN GALV 8FT 1 EA 336963 Footing Tube 10" 10IN X 481N TUBE FOR CONCRETE 3 PK 462810 Hanger Nails 2x8 10D JOIST HANGER NAILS 1 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB 16 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2 16 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6 48 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 48 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 48 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 1 EA 735002 Step Screw Green GREEN 5LB 2 1/21N DECKMATE DECK SCRW The total cost of in stock materials is $2102.72 plus tax. This estimate was created on 9/17/2004 and is valid for 3 business days. Parameters from UBC.cod parameter file. Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. Parameters used for Deck 2: 60 psf live load. 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. IMPORTANT: BEFORE INSTALLING MANUFACTURER SPECIFIC PRODUCTS, REFER TO THE MANUFACTURER' S INSTALLATION INSTRUCTIONS . • CONSUMER INFORMATION SHEET FOR ACQ PRESERVED WOOD ACQ PRESERVED WOOD ALSO KNOWN AS ALKALINE COPPER QUATERNARY COMPOUNDS IS A NEW PRODUCT BEING OFFERED AS AN ALTERNATIVE TO TRADITIONAL PRESSURE TREATED WOOD. ACQ PRODUCTS PROVIDE CONSUMERS AN OPTION IN THEIR SELECTION OF PRESERVED WOOD PRODUCTS . THE PRESERVATIVE TECHNOLOGY IN ACQ PRODUCTS HAS BEEN USED COMMERCIALLY SINCE 1991 THROUGHOUT EUROPE, ASIA AND THE UNITED STATES. FOR MANY BACKYARD AND COMMERCIAL PROJECTS, ACQ PRODUCTS ARE AN IDEAL ALTERNATIVE TO TRADITIONAL PRESSURE TREATED WOOD. HERE' S WHY: • ACQ PRESERVED WOOD PRODUCTS ARE DURABLE AND DESIGNED FOR OUTDOOR CONSTRUCTION. • THE PRESERVATIVE IS COPPER-BASED WITH A CO-BIOCIDE, ALSO KNOWN AS ALKALINE COPPER QUATERNARY COMPOUNDS (ACQ) . • ACQ-TREATED WOOD PRODUCTS ARE THE MOST WIDELY USED ALTERNATIVE TO TRADITIONAL PRESSURE TREATED WOOD IN NORTH AMERICA • ACQ PRODUCTS ARE IDEAL FOR OUTDOOR FURNITURE, DECKS, LANDSCAPING, GAZEBOS, FENCES, PATIOS, WALKWAYS, BOARDWALKS AND DOCKS . THE MAIN ACTIVE INGREDIENT IN ACQ IS COPPER. COPPER HAS LONG BEEN KNOWN AS AN EFFECTIVE WOOD PRESERVATIVE. IN ACQ, IT IS COUPLED WITH A QUATERNARY COMPOUND OR "QUAT" FOR ENHANCED PERFORMANCE AGAINST COPPER-TOLERANT FUNGI AND TERMITES. QUATS ARE COMMONLY USED IN HOUSEHOLD DISINFECTANTS AND CLEANERS. HANDLING, CONSTRUCTION TECHNIQUES AND THE GENERAL CHARACTERISTICS OF ACQ WOOD PRODUCTS ARE SIMILAR TO THOSE OF TRADITIONAL TREATED WOOD. MOST IMPORTANT, ACQ PRODUCTS HAVE PROVEN AROUND THE WORLD TO REDUCE DEMANDS ON FOREST RESOURCES BY GREATLY EXTENDING THE LIFE OF WOOD. IMPORTANT APPLICATION INFORMATION • USE AN END-CUT PRESERVATIVE v WHEN BUILDING YOUR OUTDOOR PROJECT WITH ACQ PRESERVED WOOD, IT IS IMPORTANT TO PROTECT THE CUT ENDS OF BOARDS FROM FUNGAL DECAY. ALL CUTS AND HOLES THAT EXPOSE UNTREATED WOOD SHOULD BE LIBERALLY BRUSH-COATED WITH AN END-CUT PRESERVATIVE (COPPER NAPHTHENATE IN GROUND CONTACT OR ZINC NAPHTHENATE ABOVE GROUND) BEFORE THE WOOD IS INSTALLED. ALSO APPLY ON AREAS WHERE MOISTURE CAN COLLECT. ALWAYS FOLLOW THE MANUFACTURER' S RECOMMENDATIONS . • USE CORROSION-RESISTANT FASTENERS v ACQ PRESERVED WOOD PRODUCTS ARE DESIGNED FOR LONG-TERM PERFORMANCE IN OUTDOOR APPLICATIONS AND, THEREFORE, REQUIRE HIGH QUALITY, CORROSION-RESISTANT NAILS, SCREWS AND OTHER FASTENERS. FOR BEST RESULTS, FASTENERS SHOULD BE STAINLESS STEEL, HOT-DIP GALVANIZED OR OTHER FASTENERS THAT HAVE PERFORMED WELL IN APPROPRIATE TESTING WITH COPPER-BASED PRESERVATIVE TREATED WOOD. • DIRECT CONTACT OF ACQ PRESERVED WOOD WITH ALUMINUM IS NOT RECOMMENDED AND SHOULD BE AVOIDED v WHEN USING ACQ PRESERVED WOOD IN CLOSE PROXIMITY TO ALUMINUM PRODUCTS, SUCH AS ALUMINUM SIDING, FLASHING, AND DOOR AND WINDOW FRAMES, A 1/4" MINIMUM SPACE MUST BE ALLOWED FOR BETWEEN THE ACQ AND THE ALUMINUM PRODUCTS. POLYETHYLENE OR NYLON SPACERS CAN BE USED TO MAINTAIN THE 1/4" SPACING. ANOTHER OPTION IS TO USE A POLYETHYLENE BARRIER, WITH A MINIMUM THICKNESS OF 10 MILS, BETWEEN THE ACQ PRESERVED WOOD AND THE ALUMINUM PRODUCT TO PREVENT DIRECT CONTACT OF THE WOOD AND THE ALUMINUM. • DRILL PILOT HOLES TO MINIMIZE SPLITTING, ESPECIALLY WHEN NAILING OR 'SCREWING NEAR THE EDGE OR END OF A BOARD. • SPACE DECK BOARDS APPROPRIATELY v IF THE WOOD FEELS DRY, ALLOW 1/8" SPACING BETWEEN BOARDS FOR DRAINAGE AND VENTILATION. SHOULD THE WOOD FEEL WET DURING CONSTRUCTION, SPACE DECK BOARDS CLOSER TOGETHER TO ALLOW FOR SHRINKAGE AS DRYING OCCURS. • APPLY A WEATHER-RESISTANT FINISH v ANY EXPOSED WOOD, R.RESSURE TREATED OR NOT, SHOULD BE PROTECTED FROM THE WEATHER. APPLICATION OF A QUALITY CLEAR WATER REPELLENT OR SEMI-TRANSPARENT STAIN WHICH CONTAINS WATER REPELLENT WILL HELP MINIMIZE THE CYCLES OF MOISTURE TAKE-UP AND LOSS THE WOOD GOES THROUGH OUTDOORS. IF YOUR ACQ PRESERVED WOOD HAS NOT BEEN PRESSURE TREATED WITH A FACTORY APPLIED WATER REPELLENT, APPLY A CLEAR WATER REPELLENT WHEN THE WOOD IS SURFACE DRY OR WAIT APPROXIMATELY 60 DAYS BEFORE APPLYING A SEMI-TRANSPARENT STAIN. IF THE ACQ PRODUCTS CONTAIN A FACTORY WATER REPELLENT, AN OIL-BASED STAIN CAN BE APPLIED IN 30-60 DAYS AND WATER-BASED STAINS CAN BE APPLIED AFTER 6 MONTHS. ALWAYS CHECK THAT THE WOOD IS SURFACE DRY BEFORE APPLYING STAIN. IN ALL INSTANCES FOLLOW THE MANUFACTURER' S DIRECTIONS WHEN APPLYING WATER REPELLENTS OR SEMI-TRANSPARENT STAINS WHICH MAY CONTAIN WATER REPELLENT. THE PRESERVATIVES IN ACQ PRODUCTS ARE FREQUENTLY USED IN PRODUCTS THAT ARE COMMON IN OUR EVERYDAY LIVES. COPPER, A NATURALLY OCCURRING MINERAL, IS AN EFFECTIVE AND WIDELY USED FUNGICIDE, AND QUATERNARY COMPOUNDS ARE COMMONLY USED IN HOUSEHOLD DISINFECTANTS AND CLEANERS. THE PRESERVATIVES IN ACQ PRODUCTS PENETRATE INTO AND WILL REMAIN IN THE WOOD FOR A LONG PERIOD OF TIME. HOWEVER, SOME PRESERVATIVE MAY MIGRATE FROM THE PRESERVED WOOD INTO SURROUNDING SOIL OVER TIME AND THERE MAY ALSO BE INCIDENTAL CONTACT WITH THE SKIN DURING CONSTRUCTION OR USE. HANDLING AND USE RECOMMENDATIONS • DO NOT BURN PRESERVED WOOD (SEE DISPOSAL BELOW) . • WEAR A DUST MASK AND GOGGLES WHEN CUTTING OR HANDLING WOOD. • WEAR GLOVES WHEN WORKING WITH WOOD. • ALL SAWDUST AND CONSTRUCTION DEBRIS SHOULD BE CLEANED UP AND DISPOSED OF AFTER CONSTRUCTION. • AFTER WORKING WITH THE WOOD, WASH EXPOSED AREAS THOROUGHLY. • WASH WORK CLOTHES SEPARATELY FROM OTHER HOUSEHOLD CLOTHING BEFORE REUSE. • PRESERVED WOOD SHOULD NOT BE USED WHERE IT MAY COME INTO DIRECT OR INDIRECT CONTACT WITH DRINKING WATER, EXCEPT FOR USES INVOLVING INCIDENTAL CONTACT SUCH AS FRESH WATER DOCKS AND BRIDGES . • DO NOT USE PRESERVED WOOD UNDER CIRCUMSTANCES WHERE THE PRESERVATIVE MAY BECOME A COMPONENT OF FOOD, ANIMAL FEED OR BEEHIVES. • DO NOT USE PRESERVED WOOD FOR MULCH. • ONLY PRESERVED WOOD THAT IS VISIBLY CLEAN AND FREE OF SURFACE RESIDUE SHOULD BE USED FOR PATIOS, DECKS AND WALKWAYS. DISPOSAL RECOMMENDATIONS • PRESERVED WOOD MAY BE DISPOSED OF IN LANDFILLS OR BURNED IN COMMERCIAL OR INDUSTRIAL INCINERATORS OR BOILERS IN ACCORDANCE WITH PROVINCIAL AND FEDERAL REGULATIONS. Town of Montville Residential Deck/Porch Plan Review Date: 04-7ol3-J2, /� ZooN Job Address: 56 oc v RA/Et- L)N t Job Description: /2_, 2.c 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)that are checked-off or commented on: • Supporting Documentation Proposed utilities Plans are to be drawn to scale including dimensions of rooms and Wetlands and flood zone limits and elevations spaces and all framing information(112.1) Plans Building permit application not completed,signed,dated Piers—size,material,depth below grade(minimum 42"required) yg >C Permit fee$ 115:TO Indicate joist hangers at flush framing and ledger Worker's comp.Affidavit or worker'comp.Insurance Stairs,handrails,and guardrails Copy Contractor's registration or license Direction of framing Y. Construction permit sign-off sheet Street address of project on all drawings and documents Beam spans,size,species,grade Framed openings Joist/rafter—species and grade(minimum Fb and E),size,direction, • Plans and spacing Site Plan Joists over-spanned Property lines not provided Rafters over-spanned Distance from property to structure Headers/beams over-spanned Structure dimensions Topography(existing and proposed) Comments: /:4 ding Official