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2013-294 TOWN OF QUEENSBURY F.**, 742 Bay Road,Q ucensbun NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130294 Date Issued: Wednesday, November 02, 2016 This is to certify that work requested to be done as shown by Permit Number P20130294 has been completed. Tax Map Number: 523400-315-006-0002-052-000-0000 Location: 15 GOLDFINCH Rd Owner: TRESSA GORDON & Applicant: TRESSA GORDON & 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 (- 44 4igt 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 7 42 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4111. Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130294 Application Number: A20130294 Tax Map No: 523400-315-006-0002-052-000-0000 Permission is hereby granted to: TRESSA GORDON & For property located at: 15 GOLDFINCH Rd 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: TRESSA GORDON & Deck $3,500.00 RICHARD CINTORA, JR. Total Value 15 GOLDFINCH Rd $3,500.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-294 DECK 16 x 20 $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 19,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ensburyFrid y,July 19,2013 SIGNED BY 46" for the Town of Queensbury. Director of Building&Ce En cement Town of Queensbury Building & Codes Office Use Only 6 2013 ACCESSORY STRUCTURE APPLICATION Receivea: tJ A permit must be obtained before beginning construction Tax Map ID: Permit No.: / . — a9 y For any structure other than residential principal structure (house)to include, but Permit Fee: S 0 , OU not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences Date 7/03 Applicant Tax Map ID Address J$ lrro/vrgilc/: '64/. Zoning Phone 3ZZ- .306 Owner SA rive Ot 3 AL" ContractorlAgent Address Address Phone Phone Contact Person for Building&Code Compliance: Day Phone: Building Street Address: 7 Subdivision Name: _TU ,c //eu / 1 Lot#: Historic Site: Yes x No Estimated cost of construction: $ 300 Are there any other accessory structures on property? If yes,please list: 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 /d X Zv= • 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: I` /A e _ r . 1e Signature: �� Date: I Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Residential Final Inspection Inspection request received ,21 Name G,r\t-ovci Inspected on if trazgi ...___, Location 1`3 Ci"l�16e,,\ (ct, Arrive 2\ am i Permit No. 20 i b- 29 tk Inspector's Initials Type of Structure dc .,4�.� J �.. 'fes. )' .w Fc .--ii--t • 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 thro 14-Foofimifli um 18" Floor truss,draft stopping finished basement Roof Complete / Ex rior omplete V 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 " Vof 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 1/ 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 A" Gypsum Grade away from foundation 6" with 10 feet Basement stairs closed rise'P 4 inches 6" clearance to sill plate Garage Floor Pitched Gas Valve shut-off exposed /regulator 18"above Garage fireproofing/ Y4 hour fire door/door grade closer Interior privacy/trim /doors/ main entrance Gas Logs in Sealed or Glass Enclosure 36 " Bathroom /Kitchen watertight Final Electrical; Energy Saving Light Bulbs 50% 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 areael 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: Cle5a Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: c - ---- Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: l \n-A-0 CQ- PERMIT#: / 3-, 9‹/ LOCATION: I .S '0 I +E Co INSPECT ON: a-13 TYPE OF STRUCTURE: D2 c K N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/ Headers Truss Specification Provided Bracing / Bridging Joist hangers &%AA4-- Jack Posts/ Main Beams Exterior sheeting nailed properly -- 12" D.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes /Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hourCAS- i) Firestoppi ng l� Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / 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_Revised_02 0513 >~� dna ;30 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (_ NAME: n LC- 1.1 n4'oroz- PE' i ►#: na f / / 3 LOCATION: 1 S 6 Q/4-'1 �'1 0,t1 R31 INSPEC !kS• 4TYPE OF STRUCTURE: Comment; Y N N/A Footings Piers Monolithic Sla Reinforcement Place The contrac or is responsib . for providing p 'tection from -=•ing for 48 hours following the plac- • ent of the concr-te. Materials fo this purpose on site. Foundation/W:'1pour Reinforcement in 'lace Footing Dowels or eyway in place Foundation Damppr•ofing Foundation Waterp . 'fang Footing Drain Dayligh,or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas u,der sl 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 6 PI 3 -, 94 ,WN OF QUEENSBUr. APPROVE =�g:� `�`��'.. RECEIVED Application ,o`�1 `a . ,. ' c • OCT 20 1992 1 0� g.' .II' OCT 2 61992 ' „ BLDG. & CODE DEPT. . ' ifr . Zoning mini rator \, ,,THE ST o ._.. ....!...-►. oft :EN_S RY I ._, PV4MIT PLOT PIAN GOLD FI N CH R O Alik PERSONALLY MEASURED THE DISTANCE o FRO THE PROP -TY LI ES TO THE • R-S /�,..- ---7 /3 clovA URE DA S•166,05.oo'"E 100-.0' o i____ :7` ' '7 --� r 14�a ' .ivnEcit E -iii 1 "VAt 1. ' E .. f 1` `S i O K } c Gt•PG 020 i . 8 o s(KOMI,.._IA► _x-• j� . y F�,4.. 4. 267.0' . 1 r . =, .. . , g ,, sx. • MIDI . g 43 NI Or (.0 CC,C i tos NI- ro2ce co . �j - �, j6 �' L ria rlt,uK, 1 logo Oj . L— .,_. ___Ni �v1 W•15 05-00 , loo'. °ATVs CUSHING, DYBAS ASSOCIATES. - oc,AiY,,: ARCHITECTS, P.C. - PLOT PLAN LOT 18 .'E` 1 INSPIRATION PARK SCALE 1 =2O' 1 27.11 AY IIOM.Merl'ALM rm.MAN 12/101 PW i1-5111-7113-Dial • . ---•• .___.._ . . - R_IC ).. 0.-INtraak____ . . . . ii__ . --..-___._.----- -...._.-------- ____.__-_____._._—._ az.-----1._ 'N .. 7f-----5i -z----b 7.. .. .. .. __ - --�- '-- \___ kl.) \3d ______ _._ _____________._. - - r6111.1-Ft ii• tl - EicflPr7Dr_____ __.Q _ _ --t-st-2 — C'l: x A 3 __..._ _. t- , <-_, , _____.__._ __. ___. ,___ .. ._. . BUILDING & •• ______________ - ► v, Reviewed By ., ,i, / l �i--__._._._ WTI TOWN OF QUEENSBURY ._ _ _ -- ----------- - _ - - . _- ------- -----------BUILDING�t=ARTMENT Date: ��ri��!�l Based on our limited examination,compliance -_.___-- __.___ W wilra r commenils shall not be construed-as indicating the plans and specifications arEi in __ .. . _ . ... _._...___-- ----------.----.- ------iulf-compliance-.with the Building Codes- of • New York Slate. ii 1.,1 - 'O`(Jr] , .:,3 ProDesignTMv.,,,,.6p (3 . .. ., fY , Estimate Prepared for: Store Information: RICHARD CINTORA 6160 -820 ROUTE 9#6160 I 15 GOLDFINCH RD QUEENSBURY, NY 12804-9540 QUEENSBURY, NY 12804 (518) 798-8301 5183228306 Estimate Created: 07/08/2013 ;' Days Valid: 14 i Estimate Prepared by: i MARTIN I Design Systems 8 F I , Decks Total Price (pre-tax): $2,164.23 i i "Please take this quote to the Contractor Services or Special Services Desk." , "Products and prices shown online may vary from those at The Home Depot store near you. Prices shown on this ' quote may be different due to changes in product availability and market conditions. Prices for identical items may i. -'i also vary from store to store." "Los productos y precios demonstrados en linea pueden variar de los en el almacen The Home Depot cerca de usted. Los precios demonstrados en esta cotizacion pueden ser diversos debido a los cambios en condiciones de la disponibilidad y del mercado del producto. Los precios para los articulos identicos pueden tambien variar de almacen al almacen." j I ""Special Order Items where price is not included in total - Please take to The Home Depot Special Services Desk for I I a price quote." 1 "* Los Articulos de la Orden Especial donde el precio no se incluye en total- Favor de Ilevar a la Mesa de Servicios I,,, Especiales del Home Depot para una cotizacion del precio." i I , Warning and Important-tnstructions: 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 e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina este conforme a los terminos en I la negacion,situada en el extremo de este documento. l'. 1 Copyright©1989-2013 Edgenet, Inc. Page 1 of 20 Doc ID 46568e74-31fa-41f5-bdld-199273d99fd9 0 -41 i, � p 2 1 m 4 •. . .. Pro Deck Design1M ...., , .. . 0 , .... . i t. 3D View i, , , ..,.; t. a i 1if t 1 it t r r tl i IR, ill/ff a . i i , 1' I./ �t t ii .i. br e. i I { 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 e instrcciones importantes: Esto no es un plan ni una estimacidn final del disel o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pdgina esta conforme a los terminos en la negacidn,situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. Page 2 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 i 7 i. ,. il 1 G 111 } P7 Pro Deck DesignTM 's' Plan View A, iiii ;i II 14 , -: tH 1 ( 1 i , 1 i 1 't• i ii E i i tl "i 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 e 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 informaciOn contenida en esta pagina esta conforme a los terminos en la negacibn,situada en el extremo de este documento. i • t d Copyright©1989-2013 Edgenet, Inc. Page 3 of 20 Doc ID 46568e74-31fa-41f5-bdld-199273d99fd9 I, i J t Pro Deck D �, \ '' it': 1. Dimension View i - ► 20 ft A IMO NMI EllIMI MEM MIMIIN=INIIIIM 111111•1 El= MEM MOM Mil=INIIIIIM A it r• , i t i I. 1 I i I,,,) cn g a • ONO iiiii NM.Mi.MN Immo am •ip fi (1 : 1 iI tI il li I 1 ����� ����� ����— 1 i Deck I I y 111..- 20 ft 1 '31 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 e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseho. EDGENET,INC. no asume ninguna 1responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina esta conforme a los terminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. Page 4 of 20 Doc ID 46568e74-31fa-41f5-hdld-199273d99fd9 r.... . . ._• 4 Pro Deck Design TM * , -•, M 1 ..., , i Post View .,. 1 .1 ,-,3' •i ,,,, : ''' '`. .. a a' a". : PI itt E ffi 4 15 ft 9 in 15 ft 9 in 15 ft 9 in 15 ft 9 in P i IN 11 ra !m a ft aft 8 ft 8 ft I , i '''' I .1. 43. 41 [14 ifi 3 in 3mn 3 in 3 in Baseoint I.,, c, _ _t..,' E. .-i, '0 ..., i.t E. '8 ''. Fi. ch ,.7,' — .. ,0 " .;., w .... E. ' E. 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 e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacion contenida en esta pagina esta conforme a los terminos en ., la negaci6n,situada en el extremo de este documento. 1 • Copyright©1989-2013 Edgenet, Inc. ,.. Page 5 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 .• 3 i 4 Pro Deck Design" y„.„,,:,,,. i.„,,,,,,. ,,, ,,,„:,..,..,..::: i,. . . , . ..„.... 3 Iii 1 Joist Layout View j c i:: C rJ C C 0 II i 1 i I I ft OC 41 1 I ft OC • 10 in OC •i t - to M Et II Et at Et Et A EI Et Et! a a a a rp a a a a a• a a a a a a- 'a' a' 5 'o' a' S. 'a- o' a' a' S' 'a' 'a' 11 iv i4S 3 .1111111tttitt1111111MINE-IMO MIIIIIIIIIIIIIIIIPIIIIIIMIIIIIIIIIIIIIIIIIII 11111111111111111111111.11111111111-- I .11 w a a A A L a .. A a a a A w C O O O O C O O O O C O O O O n n n n n n n n n n n n n n n F i Notes: All joist and stringer spacing dimensions are measured in OC. Iiii I Warning and Important Instructions: This is nota 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 e instrcciones importantes: Esto no es un plan ni una estimation final del diselo. EDGENET, INC. no asume ninguna l responsibilidad del use o de la salida correcto de este programa.Toda la information contenida en esta pagina esta conforme a los terminos en la negation,situada en-el extremo de este documento. i Copyright©1989-2013 Edgenet, Inc. Page 6 of 20 Doc ID 46568e74-31fa-41f5-bdld-199273d99fd9 L. i. s , n f �LL 5 � pi ,�� I Pro Deck Design1M s Railing Details View , i ; i U _] U U U U U U LJ U U U U U U U U • 8 0" ` I t i 3' 0- 1 3 c) > 4— 11 225' I Railing Style 3 I 9 •._ a • PI . l' 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 e instrcciones importantes: Esto no es un plan ni una estimaciOn final del disef o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta p6gina esta conforme a los t6rminos en la negaci6n, situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. i Page 7 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 i ii i 1 1 ' • BIG: NI3 Pro Deck DesignTM A, : iX Deck Information I Deck •_,1 Construction Method - Beam to Side of Post Footing Type - In-Ground Live Load - 60 i Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in #° Beam Spacing - 96 in Post Spacing - 78 5/32 in Decking - L5/4x6 Treated Southern Pine No. 2 Beams - L2x8 Treated Southern Pine No. 1 Joists - L2x6 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 I Deck Height - 30 in Diagonal Bracing - No 1 Joist Overhang - 0 in il Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 t Pref Decking Size - 5/4x6 ii Pref Joist Size - NONE i Pref Beam Size - NONE Pref Post Size_- NONE Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 6 Railing Height - 36 in Baluster Spacing - 3 3/4 in .f Railing 4 Railing Height - 36 in 'f Baluster Spacing - 3 3/4 in ii Railing 3 I Railing Height - 36 in li: Baluster Spacing - 3 3/4 in E Railing 2 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or 1 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 e instrcciones irtiportantes: Esto no es un plan ni una estimacibn final del disefio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pagina esta conforme a los tarminos en la negacion,situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. 4 Page 8 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 i :BIG loPro Deck DesignTM ri Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in i Railing 8 �?I Railing Height - 36 in Baluster Spacing - 3 3/4 in i Railing 9 1 Railing Height " 36 in Baluster Spacing - 3 3/4 in I' i!. Stair 2 Step Width - 36 in Step Height - 22 1/2 in Step Rise - 7 1/2 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No. 2 Risers - L2x4 Treated Southern Pine No. 1 Treads L5/4x6 Treated Southern Pine No. 2 Stair 3 Step Width - 36 in I. Step Height - 22 1/2 in d Step Rise - 7 1/2 in Step Run - 11 in li. Stringers - L2x12 Treated Southern Pine No. 2 Risers - L2x4 Treated Southern Pine No. 1 1 Treads - L5/4x6 Treated Southern Pine No. 2 lz b •,...,, t H Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or P 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 e 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 informacibn contenida en esta pagina esta conforme a los t8rminos en la negacibn,situada en el extremo de este documento. N, Copyright©1989-2013 Edgenet, Inc. Page 9 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 i I J J 1 BIGM P:.* , ro Deck Design1M ,.•„,,.,:„,:.,-„,.:,., ,,,,,,,:.,,, Sku Usage List Usage Sku Description Qty ' } Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 123 Beam 255677 2X8 16FT#1 PT WEATHERSHEILD 9 52 Decking 159091 5/4X6-16FT PREM PT WEATHERSHIELD Decking 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 9 H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 1 Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 14 • Post 258132 4X4-12FT#2 PT 6 Railing Post 256276 4X4-8FT#2 PT 9 it Rim Joist 255376 2X6-10FT#1 PT WEATHERSHIELD 1 Rim Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 4 Riser 254907 2X4-10FT#1 PT WEATHERSHIELD 4 I Stair Stringer 155959 2X12-12FT#2 PT WEATHERSHIELD 2 Stair Stringer 255974 2X12-8FT#2 PT WEATHERSHIELD 1 Step Tread 16 `894 5/4X6-10FT PREM PT WEATHERSHIELD 4 Vert Top Rail 167894 5/4X6-10FT PREM PT WEATHERSHIELD 1 i Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 9 r Decking Treated Southern Pine No. 2 DeckScrew Green 735003 DECKMATE SCREW, GREEN, 3 IN, 5L6 3 51b Baluster Fasteners 1 Generic Baluster Screw 734605 DECKMATE SCREW, GREEN, 2-1/2lN, 1 LB 3 Beam to Post Connection 1_Generic p Beam Bolt 4x4 544208 CARRIAGE BOLT-GALV. 1/2 X 8 24 .,, Beam Nut 538892 HEX NUT GALV 1/2 24 Beam Washer 538981 FLAT CUT WASHER GALV 1/2 24 Blocking Fasteners 1_Generic Blocking Nails 192708 16D 3-1/2" HOT GALV COMMON 5 LB 1 `t Warning and Importantinstwctions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or 11 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 e 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 informacibn contenida en esta pagina esta conforme a los terminos en ! la negaci0n,situada en el extrema de este documento. } Copyright©1989-2013 Edgenet, Inc. Page 10 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 • ' BIG gillPro Deck DesignTM U Usage .-.,Ski Description Qty Concrete 1_Generic • Conc IG Ftng 169765 80LB QUIKRETE CONCRETE MIX 17 ,. Joist to Beam Connection 1_Generic Simpson HurTie 102924 H2.5AZ 18GA ZMAX HURRICANE TIE 48 Simpson HurTieS 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW 5 Rail Post Connection 1_Generic t Rail Post-Bolt 927708 CARRIAGE BOLT GALV 1/2 X 6 34 l Rail Post-Nut 538892 HEX NUT GALV 1/2 34 Rail Post-Washer 538981 FLAT CUT WASHER GALV 1/2 34 i Rail to Rail Post Connection 1_Generic 11 Railing Screws 735003 DECKMATE SCREW, GREEN, 3 IN, 5LB 1 1 li; i Rim Joist Fasteners 1_Generic 1 Rim Joist Nail 446408 16D 3-1/2" HOT GALV BOX 1 LB 2 I Stringer Connection 1_Generic L y •� Simpson SOOSTRINGSS LSCZ ADJUSTABLE STRINGER TIE ZMAX 8 StrngrHngr i Simpson 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW 2 t StrngrHngrS Tread Connection 1_Generic Tread Screws 734920 DECKMATE SCREW, GREEN, 3 IN, 1LB 2 } fi Iil; 1 ii Hi t 1 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. i Advertencia e instrcciones importantes: Esto no es un plan ni una estimacion final del disel o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Tcda la informacion contenida en esta pagina esta conforme a los terminos en t la negacion,situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. Page 11 of 20 Doc ID 46568e74-31fa-41f5-bdld-199273d99fd9 i ,, 'MI Pro Deck Design TM <.- :-.,. , , 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 CONSTRUCCION FOR ADELANTADO. Mientras que esta lista del uso 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 despue s de que sus postes estén 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 variaciOn leve de los planes en la colocacibn de postes puede causar la madera de construccibn clasificada correctamente segiln los planes para no caber para el uso previsto. Decking 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 i There will be 1 piece -,iA Length 6' 8" 1, Decking 159091 5/4X6-16FT PREM PT WEATHERSHIELD 35 i, There will be 1 piece A- Length 13'-4" •., l Decking 159091 514X6-16FT PREM PT WEATHERSHIELD 17 ql a e �3-°a 's', ,��', k'w. +" 4-"zx , .4 i-- ".:,`"....,.1.t":"...5.a s.. . .. There will be 2 pieces A- Length 6' 8" ' B - Length 6' 8" Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 14 G .. L t There will be 2 pieces A- Length 7' 11" B - Length 7' 11" ) I Fi 1 Warning and Importan1'instrwtions: 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 e instrcciones importantes: Esto no es un plan ni una estimation final del diser o. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la information contenida en esta pbgina esta conforme a los tbrminos en la negation, situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. Page 12 of 20 Doc ID 46568e74-31fa-41f5-bdid-199273d99fd9 iii, icx _ p T $ ® Pro DesignTM .. ,,,.,,,, ,,...,, E , Beam 255677 2X8-16FT#1 PT WEATHERSHEILD 6 A �B1. .: . . .__ ''i There will be 2 pieces A- Length 6' 7" B- Length 6' 9" Beam 255677 2X8-16FT#1 PT WEATHERSHEILD 3 !A ----,,----;-;„7:- <„- 1.13 4 l .. .. i�_ . ..: _.:. _. There will be 2 pieces A- Length 6' 9" ` B - Length 6' 9" Post 258132 4X4-12FT#2 PT 6 1 ±, wig ,. There will be 2 pieces A- Length 6' B - Length 6' ' Railing Post 256276 LL 4X4-8FT#2 PT 8 There will be 2 pieces A- Length 3' 6" B - Length 3'6" Railing Post 256276 4X4-8FT#2 PT._ 1 x There will be 1 piece wA- Length 3'6" Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 123 There will be 1 piece 4 A- Length 3' 3" Y t } v a 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. { I Advertencia e instrcciones importantes: Esto no es un plan ni una estimacion final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina este conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. j' Page 13 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 1 t i` k ' s , Ell Pro Deck DesignTM i H Top Rail 254258 _ 2X4-8FT#1 PT WEATHERSHIELD 1 r . � -� There will be 1 piece � � tZ'S*.• v. A- Length 6' 11" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 1 A.::-.'--:-...‘ i,-,:-7,1:4--- -4-+- 7,,'"-?,,f",'7'.-:=-7-W-1.----,-25; il There will be 2 pieces A- Length 3' 6" B- Length 3' 9" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 , t There will be 1 piece E A- Length 5' 9" 1. t H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 There will be 1 piece A- Length 7' 11" iH Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 ;�::<.,.,.. -wry` There will be 2 pieces A- Length 3' 6" B - Length 1' 10" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 2 There will be 1 piece A- Length 6' 7" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 A i There will be 1 piece • A- 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 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. i l Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diser o. EDGENET, INC.no asume ninguna responsibilidad del use a de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina esta conforme a los tarminos en la negaciOn,situada en el extrema de este documento. Copyright©1989-2013 Edgenet, Inc. Page 14 of 20 Doc ID 46568e74-31fa-41f5-bdld-199273d99fd9 l I a 4 BINGE De4$41", 1 ao H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD There will be 1 piece A- Length 5' 6" Pro c DesignTM ` H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 1 mss".` ab There will be 1 piege A- Length 8' 2" Stair Stringer 255974 2X12-8FT#2 PT WEATHERSHIELD 1 - There will be 2 pieces A- Length 3' 4" B- Length 3' 4" i Stair Stringer 155959 2X12-12FT#2 PT WEATHERSHIELD 2 There will be 3 pieces A- Length 3'4" 'E B- Length 3'4" C- Length 3'4" .1):; Step Tread 167894 514X6 1OFT PREM PT WEATHERSHIELD 4 'Y 4.;'„ • There will be 3 pieces t1 A- Length 3' • •, b B - Length 3' C- Length 3' i Riser 254907 2X4-10FT#1 PT WEATHERSHIELD 4I i IB 'C - "1 l There will be 3 pieces A- Length 3' B- Length 3' •=i C- Length 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 e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diseno. EDGENET, INC. no asume ninguna 1.114; responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pagina esta conforme a los tt rminos en ,, la negaciOn,situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. • Page 15 of 20 Doc ID 46568e74-31fa-41f5-bdld-199273d99fd9 • . -s Pro DesignTM TMii A 1. • Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 2 -, There will be 1 piece • A- Length 6' 7" . Vert Top Rail 168768 5/4X6 8FT PREM PT WEATHERSHIELD 1 �. There will be 1 piece A- Length 3' 6" Vert Top Rail . 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 't''::';'1' M ; There will be 1 piece A- Length 6' 11" I i ;. j Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 Ji There will be 1 piece ,}` A- Length 7' 11" `! Vert Top Rail 168768. 514X6-8FT PREM PT WEATHERSHIELD 1 1 'I There will be 2 pieces 1. A- Length 3' 6" B - Length 1' 10" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 A _:. I . There will be 1 piece A- Length 5' 9" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 5' 6" i Warning and Important Instructions: This is nota 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 e instrcciones importantes: Esto no es un plan ni una estimacion final del diser o. EDGENET, INC. no asume ninguna • responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina esta conforme a los terminos en ;' la negacion,situada en el extremo de este documanto. Copyright©1989-2013 Edgenet, Inc. Page 16 of 20 Doc ID 4656Be74-31fa-41f5-bd1d-199273d99fd9 yyi��pw iVr,' 3 Pro Deck Bbr i , , M • Vert Top Rail 168768 514X6-8FT PREM PT WEATHERSHIELD 1 c�1 There will be 2 pieces A- Length 3' 6" B- Length 3' 9" :1 r. Vert Top Rail 167894 5/4X6-10FT PREM PT WEATHERSHIELD 1 Therewill be 1 piece y _y -_,z.-":77- ���,; .. � - . „ 'i. ``• A- Length 8' 2" Rim Joist 255376 2X6-10FT#1 PT WEATHERSHIELD 1 _ C 'r �;� �., — There will be 1 piece A- Length 8' 144 Rim Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 2 1' There will be 1 piece A- Length 16' Rim Joist 255457 2X6 16FT#1 PT WEATHERSHIELDl1 IB There will be 2 pieces A- Length 8' 1" B - Length 8' Rim Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 1 'ii A 1!6 ir- 1 I There will be 3 pieces • A- Length 4' B - Length 4' C - Length 8' i i 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 e instrcciones importantes: Esto no es un plan ni una estimacibn final del disel o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la information contenida en esta pagina este conforme a los terminos en 1 la negation,situada en el extrema de este documento. I'i Copyright©1989-2013 Edgenet, Inc. Page 17 of 20 Doc ID 46568e74-31fa-4115-bdld-199273d99fd9 I 1 6t: :h +�I ' Pry Deck Design TM .. MS A. Material List Qty UOM SKU -\. Description ';it; I Stock Items 11 t • 48 EA 102924 H2.5AZ 18GA ZMAX HURRICANE TIE 11111111 II IIII 111 >`: 2 EA 155959 2X12-12FT#2 PT WEATHERSHIELD 111 1111111111111 i 52 EA 159091 5/4X6-16FT PREM PT WEATHERSHIELD 111 1111111111111 5 EA 167894 5/4X6-10FT PREM PT WEATHERSHIELD 111 1111111111111 10 EA 168768 5/4X6-8FT PREM PT WEATHERSHIELD 111 1111111111111 17 EA 169765 80LB QUIKRETE CONCRETE MIX III 1111111111111 1 BX 192708 16D 3-1/2" HOT GALV COMMON 5 LB 111 1111111111111 9 EA 254258 2X4-8FT#1 PT WEATHERSHIELD Ill 11111111 I1I 11. `t l` 5 EA 254907 2X4-10FT#1 PT WEATHERSHIELD 111 1111 I 11111111 1 EA 255376 2X6-10FT#1 PT WEATHERSHIELD 111 1111111111111 18 EA 255457 2X6-16FT#1 PT WEATHERSHIELD 1 1 1111111111111 9 EA 255677 2X8-16FT#1 PT VVEATHERSHEILD 1 1 1111111111111 I 11119111111111 I''' 1 EA 255974 2X12 8FT#2 PT WEATHERSHIELD s, 9 EA 256276 4X4-8FT#2 PT .1 1 1111111111111 . 6 EA 258132 4X4-12FT#2 PT 11111111111 III 1 r.,. 123 EA 430400 2X2-42' PT BEVEL 1 END BALUSTER 111111111111111 2 BX 446408 16D 3-1/2'' HOT GALV BOX 1 LB 1 II II111 II 111111 7 EA 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW 111111111 1111111 58 EA 538892 HEX NUT GALV 1/2 11111111111111111 58 EA 538981 FLAT CUT WASHER GALV 1/2 11111111111111111 24 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 11111111111111111 3 BX 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1LB '11111111111111111 t 2 BX 734920 DECKMATE SCREW, GREEN, 3 IN, 1LB 11111111111111111 ! 4 BX 735003 DECKMATE SCREW, GREEN, 3 IN, 5LB 11111111111111111 -' 34 EA 927708 CARRIAGE BOLT GALV 1/2 X 6 11111111111111111 { 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 f ormation contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacion final del diser o. EDGENET, INC. no asume ninguna : responsibilidad del use o de la salida correcto de este programa.Toda !a informacion contenida en este pagina esta conforme a los terminos en K: la negacion, situada en el extrema de este documento. uf. Copyright©1989-2013 Edgenet, Inc. Page 18 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 I ft n s I Pro Deck DesignTM ._ pi Qty UOM SKU Description Special Order Items (Price Not Included In Total)* 8 EA SO_STRINGSS LSCZ ADJUSTABLE STRINGER TIE ZMAX p i j Total Price $2,164.23 Estimate Created: 07/08/2013 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. i' Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. i ii 8 li 'I :i ; i : 1 e i , l' 1 I 1 If t i I i 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 e instrccionesimportantes: Esto no es un plan ni una estimacibn final del diselio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci8n contenida en esta pagina esta conforme a los terminos en ila negacibn,situada en el extremo de este documento. Copyright©1989-2013 Edgenet, Inc. N Page 19 of 20 Doc ID 46568e74-31fa-41f5-bd1d-199273d99fd9 1 P Pro Deck DesignTM. 3En ` A. ips Disclaimer ,. j Warning and Impotant,lnstructions: EDGENET, INC. assumes no responsibility for the correct use or output of this program. This is not a final design plan i or estimate. Variations in building codes, specific architectural considerations, and site conditions may require changes i to the design and estimate. You are responsible for the final structure, conforming to local building codes, materials I 1 and structural safety of the final design. EDGENET, INC. does not engage in the practice of engineering, architecture, or general contracting. EDGENET, INC. does not assume any responsibility for design, engineering, or construction; for -s selection or choice of materials used; for compliance with any codes, laws, or standards of workmanship. All designs, 'i 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. i Advertencia e Instrucciones lmportantes: EDGENET, INC. no asume ninguna responsabilidad por el uso correcto ni .' por los productos de este programa. Esto no constituye un plan de diseno o estimacibn final. Las variaciones en los 'hq,. r7 cOdigos de construccibn, las consideraciones arquitectOnicas especificas y las condiciones del sitio pueden requerir t cambios en el diseno y la estimaciOn. Usted es responsable de que la estructura final cumpla con los cOdigos de if construccibn locales y con la seguridad estructural y de los materiales del diseno final. EDGENET, INC. no participa en i la ingenieria, la arquitectura ni en la contratacian general. EDGENET, INC. no asume responsabilidad alguna por el diseno, la ingenieria, o la construcciOn; por la selecciOn o la elecciOn de los materiales usados; por el cumplimiento de f' los codigos, las Jeyes, o los estandares de mano de obra. Todos los disenos, las estimaciones y las estructuras finales EL 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 la madera o los materiales que se cortaron no encajan en la estructura. 4 fi 1/y] 1 I `tI II! ic i 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 e instrcci?inesi oortantes: Esto no es un plan ni una estimacibn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pegina este conforme a los tbrminos en la negaci6n,situada en el extremo de este documento. I Copyright©1989-2013 Edgenet, Inc. Page 20 of 20 Doc ID 46568e74-31fa-4115-bdld-199273d99fd9