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2014-217 ��� TOWN OF QUEENSBURY woro742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140217 Date Issued: Thursday, April 14, 2016 This is to certify that work requested to be done as shown by Permit Number P20140217 has been completed. Tax Map Number: 523400-308-006-0002-014-000-0000 Location: 14 CHARLTON Ln Owner: DENNIS & MARY GAZAILLE Applicant: DENNIS & MARY GAZAILLE This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the f� property owner of the responsibility for compliance with Site Plan, �d 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 eit# � 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140217 Application Number: A20140217 Tax Map No: 523400-308-006-0002-014-000-0000 Permission is hereby granted to: DENNIS & MARY GAZAILLE For property located at: 14 CHARLTON Ln 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: DENNIS & MARY GAZAILLE 14 CHARLTON Ln Deck $8,200.00 QUEENSBURY NY 12804-0000 Total Value $8,200.00 Contractor or Builder's Name /Address Electrical Inspection Agency AFSCO FENCE 34 BIG BOOM ROAD OUEENSBURY,NY Plans&Specifications 2014-517 DECK 216 sq ft $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,June 09,2015 (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 of Q eniltury; 2 rysda , 4 _(e 1 _2014 SIGNED BY - > for the Town of Queensbury. Director of Building&Code Enforcement t y 1;r Town of Queensbury Building & Codes Office Use Only ". ACCESSORY STRUCTURE APPLICATION Receded; A permit must be obtained before beginning construction Tax Mdb�p. 1t gds Permit No:11: For any structure other than residential principal structure(house)to include, but Permit Fee:.vo\JJ�0�' x '�tV) not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences Date 6/ /Y Applicant D,_nals r ( G'/Ile . Tax Map ID )Ob' 6-.2-/q Address /y rr lode Zoning lI/s7� /7f741 OC,t mi.(1 .(JY 1.27 Phone C5/0 36( - 32/6 Owner .I),_nr7f /:T Contractor/Agent ..--1F50-22 '_-/-)Pc. Address /( (J r(hi /64e Address 3/ pj/��!_ / / ( 1-A 7 CL((A)Y /Z �' eEl/ i-6 /0`ri /ZPG`� Phone ( / LIV/6 Phone Cs/Si 7q2 - 7076 Contact Person for Building&Code Compliance: I ,C_'nti r %z?2' ' Day Phone: 6s/,P /-3Z(6 Building Street Address: / j' i —. I- _ _ i - [..) PC Subdivision Name: Lot#: Historic Site: Yes /No Estimated cost of construction: $ if 2Z, CU Are there any other accessory structures on property? If yes,please list: Rao_ Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq. ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck 2/6 G Z(6 Detached Garage(#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 Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 r Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure, showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan;Foundation Plan;Cross Sections;Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages, and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection 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 and 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. ✓I have read and agree to the above Print Name: e Tric F1 (-,el,//e Signature: u '.,% _____ Date: 06#c/5/ 518-761-8256 Town of Queensbury Building&Codes Accessory Structure Packet ArrAtYr() Residential Final Inspection Y,. 1o(Aced Inspection request received Ie)►Zo. NameCA 1� Inspected on ,r• te Location ° CU'\i y\ ost) Arrive ./ 2 • ) am/pm Permit No. so� . Inspector's Initials Type of Structure Guy k-- Yes No N/A Bathroom Fans, if no window 4" Building Number Address visible from road Plumbing fixtures Chimney Height/ "B"Vent/Direct Vent Foundation insulation to floor/Sticker on Panel Location Fresh Air Intake Duct work sealed properly/ Blower Door Test Certification 3" Plumbing Vent through roof minimum 18" Floor truss, draft stopping finished basement Roof Complete/ Exterior Finish Complete 1,000 sq.ft. Platform at all exterior doors Emergency egress below grade Handrail 4 or more risers Gas Furnace shut-off within 30 ft. or within line Guards at stairs, decks, patios more than 30 " of site above grade Oil Furnace shut-off at entrance to furnace area Guard at stairwell at 34" or more Furnace/Hot Water Heater operating Guard at deck, porches 36 " or more Low water shut-off boiler Handrail Termination at Newell Post or Wall Relief Valve(s) installed /Heat Trap/Water Interior/Exterior Railings 34 "to 38 " Temp 110 Deck Bracing/ Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum %:" Gypsum Grade away from foundation 6 " with 10 feet Basement stairs closed rise 4 4 inches 6" clearance to sill plate Garage Floor Pitched Gas Valve shut-off exposed / regulator 18"above grade Garage fireproofing / /. hour fire door/door closer Interior privacy/trim / doors/ main entrance Gas Logs in Sealed or Glass Enclosure 36 " Bathroom / Kitchen watertight Final Electrical: Energy Saving Light Bulbs 5070 Safety glazing/Window in stairwells safety Final Survey Plot Plan glazing Arc Fault Breaker Habitable Spaces/Tamper Interior Smoke Detectors/ Carbon Monoxide Proof Receptacles Detectors Flex Gas Pipe Bonding Every level: Every Bedroom: As Built Septic System /Sewer Dept. Inspection Outside every bedroom area: Sticker Inter Connected: Site Plan /Variance required Battery backup: Flood Plain Certification, if required Attic access 30"x 22" x 30" (height)in Okay to issue Temporary / Permanent accessible area Certificate of Occupancy OR Crawl Spaces 18" x 24"access,1 sq. ft.-150 sq. Certificate of Compliance ft. vents - Yes No N/A Comments: /4/14// CC_ Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 /- 3 Foundation Inspection Report • Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials .. NAME: De) A it i.4 &-2 ?q t PERMIT#: <-1-,11) LOCATION: / Ai d 11-6 r INSPECT ON: 0 ') / TYPE OF STRUCTURE: 0 & K Comments (11‘.. .)lq� N/A lR Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 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 m _ IA Pro Deck Design . ......... 3D View II 1l SI I' 06 2014 a "vzs4 M1 re ..x.r+ TOWN OF QUEENSBURY ' '' BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. 7 IKER ryry ,, g b K ;§ 'J 7t'd s t... `r .a.4.7 i.,....... ..° s'a..3 C ' $ n d, Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est5 conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 2 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 TM Pro Deck Design Dimension View 1 18 ft n. f'- j' 3Z b! E k �, gs P. 3 y i +5 i i. < v r j Deck 1 18 ft Warning and Important Instructions: This is not a final design plan or estimate. EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. r Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina esti conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 4 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 TM Pro Deck Design Post View �I 4,11 r r 2ft3in 2ft3in 2ft3in BasePoint NV N ^_ 7 t; Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. tAdvertencia a instrcciones'"Importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina esta conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 5 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 i k , r; Tib Pro Deck Design I-io I Im Joist Layout View , =e ..w (; 3 ' +# s x s,,. � .. �.. 0 FF n.:::fit 1—�¢a7 �.r': !ham ttu. /—� y."3 ,O,�. �O I'D SY F P c• ,>. 1 ,,,-.e. ,._,z � ' �a,J 1t'xmx.'4s. i4 n C` Li # C 41 44 ^� R ❑ .7 '.3 C3. '.5� '.3; ^0^ 0 00 0^ /0� ^0 /0^ @ E l J C J l J O. 0 0 ...Q O I ;: ^ FN 0 0 0 n n 0 n Notes: All joist and stringer spacing dimensions are measured in OC. Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna t responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pegina estfi conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 6 of 21 Doc ID 24469a0b-e14a-42a0-8d36-139fc269ddf6 .. ign TIMI Pro Deck Des M Railing Details View f J I FT � I I I � 1 U J U U U U U U U U U U U U U U U 9 o' - - - - - - - - - - - i) S 0' t 2.25' Railing Style 3 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pfigina est6 conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 7 of 21 Doc ID 24469aOb-e14a-42a0-Bd36-139fc269ddf6 TIAPro Deck Design i Deck Information Deck 1 Construction Method - Be2M to Side of Post Footing TypePier In-Ground Live Load - 60��--- Dead Load - 10 �-, Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 96 in Post Spacing - 84 in Decking - L5/4x6 Treated Southern Pine No. 2 Beams - L2x8 Treated Southern Pine No. 1 ! Joists - L2x8 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 28 in Diagonal Bracing - Yes Joist Overhang - 24 in Beam Overhang - 24 in - Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - 2x8 7 Pref Beam Size - NONE Pref Post Size - NONE Diag Brace Height 1 - 24 in Diag Brace Height 2 - 24 in Railing 6 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in i Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pfigina est6 conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 8 of 21 Doc ID 24469a0b-e14a-42a0-8d36-139fc269ddf6 TM Pro Deck Design Railing 2 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 7 ^ Railing Height - 36 in Baluster Spacing - 3 3/4 in Stair 1 Step Width - 54 in. Step Height - 21 in Step Rise - 7 in Step Run - 11 in t Stringers - L2x12 Treated Southern Pine No. 2 Risers - L2x4 Treated Southern Pine No. 1 Treads - L5/4x6 Treated Southern Pine No. 2 f ° Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. f Advertencia a instrcciones importantes: Esto no es un plan ni una estimacibn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pegina est6 conforme a los terminos en la negaci6n,situada en el extrema de este documento. Copyright©1989-2014 Edgenet, Inc. Page 9 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 TM Pro Deck Design 7 Sku Usage List Usage Sku Description Qty Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 84 Beam 255618 2X8-10FT#1 PT WEATHERSHEILD 4 Decking 159091 5/4X6-16FT PREM PT WEATHERSHIELD 13 Decking 168793 5/4X6-12FT PREM PT WEATHERSHIELD 26 H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 8 .j Joist 255523 2X8-8FT#1 PT WEATHERSHIELD 1 lJoist 255618 2X8-1 OFT#1 PT WEATHERSHEILD 1 Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 13 Ledger 255523 2X8-8FT#1 PT WEATHERSHIELD 1 Ledger 255677 2X8-16FT#1 PT WEATHERSHEILD 1 Post 256276 4X4-8FT#2 PT 1 Railing Post 256276 4X4-8FT#2 PT 7 Rim Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 1 Rim Joist 255677 2X8-16FT#1 PT WEATHERSHEILD 2 Riser 254907 2X4-10FT#1 PT WEATHERSHIELD 3 Stair Stringer 155959 2X12-12FT#2 PT WEATHERSHIELD 1 Stair Stringer 255974 2X12-8FT#2 PT WEATHERSHIELD 1 Step Tread 167894 5/4X6-10FT PREM PT WEATHERSHIELD 3 Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 8 Decking Treated Southern Pine No. 2 DeckScrew Green 735002 DECKMATE SCREW, GREEN, 2-1/21N, 5LB 2 Baluster Fasteners 1 Generic 1Baluster Screw 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1 L 2 Beam to Post Connection 1 Generic Beam Bolt 4x4 544208 CARRIAGE BOLT-GALV. 1/2 X 8 6 Beam Nut 538892 HEX NUT GALV 1/2 6 Beam Washer 538981 FLAT CUT WASHER GALV 1/2 6 Blocking Fasteners 1—Generic Warning and Important Instructions: This is not a final design plan or estimate. EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno.EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina estb conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 10 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 ` TIM Pro Deck Design Usage Sku Description Qty Blocking Nails 446408 16D 3-1/2" HOT GALV BOX 1 LB 5 Builders Tube 1-Generic 10" BuildersTube 336963 10"X48"TUBE FOR CONCRETE 3 4x4 Concrete 1 Generic 10" Pier for 44 169765 80LB QUIKRETE CONCRETE MIX 12 Diagonal Bracing Connection 2—Generic DiagBraceBeamB 544208 CARRIAGE BOLT-GALV. 1/2 X 8 6 Olt DiagBraceBeamN 538892 HEX NUT GALV 1/2 6 ut DiagBraceBeamW 538981 FLAT CUT WASHER GALV 1/2 6 )ash DiagBraceJoistBol 544208 CARRIAGE BOLT-GALV. 1/2 X 8 6 t DiagBraceJoistNut 538892 HEX NUT GALV 1/2 6 DiagBraceJoistWa 538981 FLAT CUT WASHER GALV 1/2 6 sh Diagonal Bracing 1—Generic Post To Beam 257974 4X4-1 OFT#2 PT 1 Post To Joist 256276 4X4-8FT#2 PT 2 Flashing Fasteners 1—Generic LedgerFlashing 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB 1 Nail Flashing 1—Generic LedgerFlashing 439398 WHITE GALVANIZED DECK LEDGER 3 Wh ;l Joist Hangers/Fasteners 1—Generic 12x8 Hanger 479881 SIMPSON#10 X 2.5" CONNECTOR SCREW 2 Screws 2x8 Joist Hanger 865858 LUS28Z 2"X8" 18GA DBL SHEAR HANGER 13 Joist to Beam Connection 1 Generic Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diserlo.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los t6rminos en la negaci6n,situada an el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 11 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 ! TIM Pro Deck Design Usage Sku Description Qty Simpson HurTie 102924 H2.5AZ 18GA ZMAX HURRICANE TIE 15 Simpson HurTieS 479710 SIMPSON#10 X 1.5" CONNECTOR SCREW 2 Ledger Fasteners 1—Generic 5" Lag 928585 LAG SCREW GALV 1/2 X 5 14 Lag Bolt Washer 538981 FLAT CUT WASHER GALV 1/2 14 Post Base Connection 2 Generic Simpson 4x4PB 669421 ABA44Z 4"X4" 16GA ZMAX ADJ POST BASE 3 Simpson 4x4PBN 462810 N10DHDG 10DX1-1/2" HDG NAILSALB BOX 1 Rail Post Connection 1 Generic Rail Post-Bolt 927708 CARRIAGE BOLT GALV 1/2 X 6 26 Rail Post-Nut 538892 HEX NUT GALV 1/2 26 ' Rail Post-Washer 538981 FLAT CUT WASHER GALV 1/2 26 Rail to Rail Post Connection 1-Generic Railing Screws 734854 DECKMATE SCREW, TAN, 3 IN, 1 L 2 Rim Joist Fasteners 1-Generic Rim Joist Nail 446408 16D 3-1/2" HOT GALV BOX 1 LB 3 Stringer Connection 1—Generic Simpson 593250 LSCZ 18GA ZMAX ADJ STAIR-STRINGER 5 ;I StrngrHngr ,Simpson 479710 SIMPSON#10 X 1.5" CONNECTOR SCREW 1 `StrngrHngrS Tread Connection 1-Generic Tread Screw 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1 LB 1 Green Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimacidn final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta psgina estfi conforme a los t(§rminos en la negacion,situada en el extremo de este documento. ii Copyright©1989-2014 Edgenet, Inc. Page 12 of 21 Doc 10 24469aOb-e14a-42a0-8d36-139fc269ddf6 TM 1 ro Deck Des*gn Material Usage List IMPORTANT DO NOT PRE CUT LUMBER AND/OR MATERIALS. While this Materials Usage List shows the proper length for all of the lumber, you should not precut any lumber and/or materials. You should only cut the lumber and/or materials after your posts are in and you have re-measured the distances. Precutting of lumber and/or materials prior to actual need can result in significant wastage in lumber and/or materials. A slight variation from the plans in the placement of posts can cause lumber and/or materials properly sized according to the plans not to fit for the intended use. IMPORTANTE:NO CORTE LA MADERA DE CONSTRUCCI6N POR ADELANTADO. Mientras que esta lista del use de materiales demuestra la longitud apropiada para toda la madera de construccibn, usted no debe cortar por adentado ninguna madera de construccibn. Usted debe cortar la madera de construccibn solamente despu6s de que sus postes est6n adentro y usted ha remedido las distancias. Cortar por adelentado de la madera de construccibn antes de la necesidad real puede dar resultar en despilfarro significativo en la madera de construccibn. Una variacibn leve de los planes en la colocaci6n de postes puede causar la madera de construccibn clasificada correctamente segOn los planes para no caber para el use previsto. Decking 168793 5/4X6-12FT PREM PT WEATHERSHIELD 26 A te-..•. .......... There will.be 1 piece I A- Length 10' 8" becking 159091 5/4X6-16FT PREM PT WEATHERSHIELD 13 There will be 2 pieces A- Length 7'4" B - Length 7'4" Joist 255523 2X8-8FT#1 PT WEATHERSHIELD 1 p..n 0.1 There will be 7 feces A- Length 6" B- Length 1' 2" C- Length 1' 3" D- Length 1' 3" E- Length 1' 3" F - Length 1' 3" G- Length 1' 3" F n Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los tbrminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 13 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 TM } Pro Deck Design k> Joist 255618 2X8-10FT#1 PT WEATHERSHEILD 1 - There will be 7 pieces A- Length VY B - Length VY C- Length VY D - Length VY E- Length VY F - Length VY G - Length VY Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 13 There will be 1�piece A- Length 11' 9" Beam 255618 2X8-1 OFT#1 PT WEATHERSHEILD 4 r There will be 1 piece A- Length 9' Post 256276 4X4-8FT#2 PT 1 There will be 3 pieces A- Length 1' 8" B - Length 1' 8" C- Length 1' 8" Railing Post 256276 4X4-8FT#2 PT 1 There will be 1 piece } A- Length 3' 6" Railing Post 256276 4X4-8FT#2 PT 6 ,. Muz The will be 2 pieces A- Length 3'6" B - Length 3' 6" Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or f output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseiio.EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 14 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 TM Pro Deck Design .a * r Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 84 nw- There will be 1 piece A- Length 3' 3" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 ..,` ,. There will be 2 pieces A- Length 3' 6" 'I B - Length 3'6" f� Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 2 pm There will be 1z piece A- Length 5' 11" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 There will be 1 piece A- Length 4' 11" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 w :r �e There will be 1 piece A- Length 3' 6" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 2 s `g Y , There will be 2 pieces A- Length 5' 11" B - Length 4" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 0- There will be 1 - piece A- Length 5' 2" r Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina esti conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 15 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 BIGM ign Pro TM Deck Des t -k 7 \• Stair Stringer 255974 2X12-8FT#2 PT WEATHERSHIELD 1 _ _ There will be 2 pieces A- Length 3'4" B - Length 3'4" Stair Stringer 155959 2X12-12FT#2 PT WEATHERSHIELD 1 There will be 3 pieces A- Length 3'4" B - Length 3'4" C - Length 3'4" Step Tread 167894 5/4X6-1 OFT PREM PT WEATHERSHIELD 3 There will be 2 pieces A- Length 4'6" B - Length 4'6" Riser 254907 2X4-10FT#1 PT WEATHERSHIELD 3 There will be 2 pieces A- Length 4' 6" B - Length 4'6" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 r f There will be 1 piece A- Length 62" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 2 pieces A- Length 3'6" B - Length 3'6" 1 Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina esta conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. i; Page 16 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 t F i Pro Deck Desgn iMT Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 2 w There will be 2 pieces A- Length 5' 11" B - Length 4" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 2 There will be 1 piecev A- Length 5' 11" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 4' 11" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 �...,,_,_�..,......_.,x� .•»..wry � =-«= There will be 1 piece A- Length 3' 6" Ledger 25552a 2X8-BFT#1 PT WEATHERSHIELD 1 r r There will be 1 piece A- Length 2' Ledger 255677 2X8-16FT#1 PT WEATHERSHEILD 1 There will be 1 piece A- Length 16' Rim Joist 25567.6 2X8-12FT#1 PT WEATHERSHEILD 1 There will be 1 piece A- Length 12' Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or i; output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. �Advertencia a instrccioneslmportantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 17 of 21 Doc ID 24469a0b-e14a-42a0-8d36-139fc269ddf6 a t TM Pro Deck Design Rim Joist 255677 2X8-16FT#1 PT WEATHERSHEILD 1 There will be 2 pieces A- Length 2' B - Length 12' Rim Joist 255677 2X8-16FT#1 PT WEATHERSHEILD 1 There will be 1 piece A- Length 16' 1, 1 1 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrccionesdmportantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 18 of 21 Doc ID 24469aOb-e14a-42a0-8d36-139fc269ddf6 OUL TM Fro Deck Design Material List ! Qty UOM SKU Description Stock Items 15 EA 102924 H2.5AZ 18GA ZMAX HURRICANE TIE lllil I'll Il lilt Il lI 1 EA 155959 2X12-12FT#2 PT WEATHERSHIELD lIl ll IIII ll 111 ll llI 13 EA 159091 5/4X6-16FT PREM PT WEATHERSHIELD Ill ll Illll l II IIII ll 3 EA 167894 5/4X6-1 OFT PREM PT WEATHERSHIELD IIII l Ill(Il IIII ll ll 8 EA 168768 5/4X6-8FT PREM PT WEATHERSHIELD (llllllllll l l 111 ll) 'I 26 EA 168793 5/4X6-12FT PREM PT WEATHERSHIELD IIII I Illlll l(l(IIII f 12 EA 169765 80LB QUIKRETE CONCRETE MIX Ill)l Illlll I111lI11 1 BX 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB lllllllll((ll IIII ll 8 EA 254258 2X4-8FT#1 PT WEATHERSHIELD Ill lI Illl lIl l Ill Ill 3 EA 254907 2X4-10FT#1 PT WEATHERSHIELD (I)ll IIII lI lllll l ll 2 EA 255523 2X8-8FT#1 PT WEATHERSHIELD III ll 111 Il Ill l lllll 5 EA 255618 2X8-10FT#1 PT WEATHERSHEILD (lI ll Illl l(ll III llI r 14 EA 255676 2X8-12FT#1 PT WEATHERSHEILD ll)ll IIII l(Il)I IIII 3 EA 255677 2X8-16FT#1 PT WEATHERSHEILD III l)IIII l Illlll l ll 1 EA 255974 2X12-8FT#2 PT WEATHERSHIELD III ll IIII lI IIII ll ll 10 EA 256276 4X4-8FT#2 PT llI ll IIII 111 I)I IIII 1 EA 257974 4X4-1 OFT#2 PT llI lI IIII Il IIII ll lI 3 EA 336963 10"X48"TUBE FOR CONCRETE 111 l(IIII l)Il l IIII) 84 EA 430400 2X2-42" PT BEVEL 1 END BALUSTER Ill l Illlll lI Ill l llI TJ 3 EA 439398 WHITE GALVANIZED DECK LEDGER 111 l IIII l IIII lIl III 8 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB (IIII Il 111 Il l Ill III 1 BX 462810 N10DHDG 10DX1-1/2" HDG NAILSALB BOX (IIIIIIIIIIIIIIIII) 3 EA 479710 SIMPSON#10 X 1.5" CONNECTOR SCREW Illlll l IIII l III I llI 2 EA 479881 SIMPSON#10 X 2.5" CONNECTOR SCREW Illlll l 1111(l IIII ll 44 EA 538892 HEX NUT GALV 1/2 111 I IIII(Il I111111I " 58 EA 538981 FLAT CUT WASHER GALV 1/2 lIl I lllll Il ll IIII lI Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina esta conforme a los terminos en la negaci6n, situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 19 of 21 Doc ID 24469a0b-e14a-42a0-8d36-139fc269ddf6 SIGN TM Pro Deck Design Qty UOM SKU Description f 18 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 IIT II II�I�I I��ISI 5 EA 593250 LSCZ 18GA ZMAX ADJ STAIR-STRINGER III�)ISI III�I�I Iii 3 EA 669421 ABA44Z 4"X4" 16GA ZMAX ADJ POST BASE IIIA III�I�I I�II��I 3 BX 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1 LB 2 BX 734854 DECKMATE SCREW, TAN, 3 IN, 1 LB III I IIII ISI I�I�II�I 2 BX 735002 DECKMATE SCREW, GREEN, 2-1/21N, 5LB 13 EA 865858 LUS28Z 2"X8" 18GA DBL SHEAR HANGER III I�I�ISI I�ISI ISI z 26 EA 927708 CARRIAGE BOLT GALV 1/2 X 6 IIIA ISI IIIA I I��ISI 14 EA 928585 LAG SCREW GALV 1/2 X 5 IIIA ISI II�I�II�I�I Total Price $1,668.77 Estimate Created: 06/02/2014 Days Valid 14 This price does not include any Special Order items. Please see Store Associate to adjust the design or to price and order items. f Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. 1 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los terminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 20 of 21 Doc ID 24469aab-e14a-4280-8d36-139fc269ddf6 , P 7 $K ThiPro Deck Design r Disclaimer Warning and Important Instructions: EDGENET, INC. assumes no responsibility for the correct use or output of this program. This is not a final design plan or estimate. Variations in building codes, specific architectural considerations, and site conditions may require changes to the design and estimate. You are responsible for the final structure, conforming to local building codes, materials '1 and structural safety of the final design. EDGENET, INC. does not engage in the practice of engineering, architecture, for general contracting°EDGENET, INC. does not assume any responsibility for design, engineering, or construction; for selection or choice of materials used; for compliance with any codes, laws, or standards of workmanship. All designs, estimates and final structures should be examined by a qualified professional to determine they are reasonable and accurate. DO NOT CUT LUMBER AND/OR MATERIALS IN ADVANCE. Advance cutting may lead to lumber and/or materials that are too long or too short for the structure. EDGENET, INC. does not assume any responsibility for lumber and/or materials cut that do not fit the structure. 7 Advertencia a Instrucciones Importantes: EDGENET, INC. no asume ninguna responsabilidad por el use correcto ni por los productos de este programa. Esto no constituye un plan de diseno o estimaci6n final. Las variaciones en los c6digos de construcci6n, las consideraciones arquitect6nicas especificas y las condiciones del sitio pueden requerir cambios en el diseno y la estimaci6n. Usted es responsable de que la estructura final cumpla con los c6digos de construcci6n locales y con la seguridad estructural y de los materiales del diseno final. EDGENET, INC. no participa en la ingenieria, la arquitectura ni en la contrataci6n general. EDGENET, INC. no asume responsabilidad alguna por el diseno, la ingenieria, o la construcci6n; por la selecci6n o la elecci6n de los materiales usados; por el cumplimiento de los c6digos, las ]eyes, o los est6ndares de mano de obra. Todos los disenos, las estimaciones y las estructuras finales deben ser examinados por un profesional calificado para determinar que sean razonables y exactos. NO CORTE LA MADERA NI LOS MATERIALES CON ANTELACION. Si la madera o los materiales se cortan con antelaci6n, pueden ser demasiado largos o cortos para la estructura. EDGENET, INC. no asume responsabilidad alguna si ]a madera o los materiales que se cortaron no encajan en la estructura. 1 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina est6 conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. i; Copyright©1989-2014 Edgenet, Inc. Page 21 of 21 Doc ID 24469aOb-el4a-42a0-8d36-139fc269ddf6 ti M��EL �9SoLOS r t� I 1 P5p,MIfi PLbT PLAN I I H VE PERSONALLY MEATY LINES TO THE SURED THE DIS FANCE FR M THE PROPER p P SED STR CTURE(S) ;4A SIG (S) 7E I � u c� U.1 y U I co M 0 NOco �U) 0 N O v p t 00 1 Z r Lo 1r T U N O c) zJ gti -.,.-•c LU oU- o = • N � ` H�230d 23.6 3.0 0 J 5.�4' 0 o R- 50.00 LAS moo-•S8 4111C1 ,95otos t PER 11T PLbT PLAN I H VE PERSONALLY MEASURED THE DISTANCE FR M THE PROPERTY LINES TO THE pR P SED STR CTURE(S)OR SIG (S) ATE S� 41 a� ce3 y L tu U � M CU M O o o C-1 00 co04o co co c9 T 04 co l - \ ►u W � � � U) O = N p H�2�od 23.& 23.E W ✓ �IIVVTT� � J � Q S a 5 ,�4' o R_ 50.00 LASE . RLQ�� _-