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35-280 (2) /0\ Od BIM 3 Pro Deck Design m 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 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 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 accu rate. 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. Advertencia e Instrucciones Importantes: EDGENET, INC. no asume ninguna responsabilidad por el uso correcto ni por los productos de este programa. Esto no constituye un plan de diserio o estimacibn final. Las variaciones en los codigos de construccibn, las consideraciones arquitectOnicas especificas y las condiciones del sitio pueden requerir cambios en el diserlo y la estimacibn. Usted es responsable de que la estructura final cumpla con los codigos de construccibn locales y con la seguridad estructural y de los materiales del diser3o final. EDGENET, INC. no participa en la ingenieria, la arquitectura ni en la contratacibn general. EDGENET, INC. no asume responsabilidad alguna por el diseflo, la ingenieria, o la construccibn; por la seleccibn o la eleccibn de los materiales usados; por el cumplimiento de los codigos, las leyes, o los estandares 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 antelacibn, 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. 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 estimaci0n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci0n contenida en esta pfigina esta conforme a los terminos en la negacibn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 27 of 27 Doc ID ec1453f4- 2d5c-4fd7- b4c9- 724d3e5cf310 DIGO Pro Deck Design gfilr Qty UOM SKU Description 29 EA 593250 LSCZ ADJUSTABLE STRINGER TIE ZMAX 11111111111111111 30 EA 669421 ABA44Z 4 4 STANDOFF POST BASE Z -MAX 11111111111111111 1 BX 734968 DECKMATE SCREW, TAN, 3 IN, 5LB 11111111111111111 6 BX 735003 DECKMATE SCREW, GREEN, 3 IN, 5LB 11111111111111111 1 BX 735068 DECKMATE SCREW, TAN, 2- 1 /2IN, 5LB 11111111111111111 144 EA 865858 LUS28Z DOUBLE SHEAR HANGER Z -MAX 11111111111111111 30 EA 927708 CARRIAGE BOLT GALV 1/2 X 6 11111111111111111 Total Price $5,154.99 Estimate Created: 07/09/2012 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. Parameters used for Deck 1: 80 psf live load, 48 inch footing depth. 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 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. Copyright © 1989-2012 Edgenet, Inc. Page 26 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 Pro Deck Deign TM r ,,,,,,,,„„ z ,, Material List Qty UOM SKU Description Stock Items 9 EA 155959 2 "X12 "X12' #2 PT WEATHERSHIELD II I IIII II III II II 66 EA 159091 5/4X6 -16FT PREM PT WEATHERSHIELD II I 1111111111111 6 EA 167894 5/4X6 -10FT PREM PT WEATHERSHIELD 111 1111111111111 13 EA 168768 5/4X6 -8FT PREM PT WEATHERSHIELD 111 1 1 1 1 1 1 1 1 1 1 1 1 1 35 EA 168793 5/4 "X6 "X12' PREM PT WEATHERSHIELD III 1111111111111 1 BX 177313 DECKMATE SCREW, TAN, 3- 1/21N, 5LB 11111111111111111 3 BX 192708 16D 3 -1/2" HOT GALV COMMON 5 LB 111 1111111111111 1 BX 205268 N10D5HDG 5LB BOX OF N10D NAILS 1111111 II I III II 9 EA 254258 2X4 -8FT #1 PT WEATHERSHIELD I I IIII 11111111 3 EA 254907 2X4 -10FT #1 PT WEATHERSHIELD I I IIII 11111111 2 EA 254985 2X4 -12FT #1 PT WEATHERSHIELD I I IIII 11111111 10 EA 255201 2X4 -16FT #1 PT WEATHERSHIELD I I IIII 11111111 2 EA 255523 2X8 -8FT #1 PT WEATHERSHIELD I I IIII 11111111 4 EA 255618 2X8 -10FT #1 PT WEATHERSHEILD I I IIII 111 11111 22 EA 255676 2X8 -12FT #1 PT WEATHERSHEILD I I IIII 11111111 29 EA 255677 2X8 -16FT #1 PT WEATHERSHEILD I I IIII 11111111 15 EA 256276 4X4 -8FT #2 PT 1 1 1111 11111111 135 EA 289310 80LB CRACK - RESISTANT CONCRETE MIX I 11111111111111 50 EA 302477 2X2 -8FT #1 PT WEATHERSHIELD 111 1111111111111 30 EA 336963 10 "X48" TUBE FOR CONCRETE 11111111111111111 8 BX 446408 16D 3 -1/2" HOT GALV BOX 1 LB 11111111111111111 5 BX 461046 10D5HDG 5LB.BOX OF 10D HDG NAILS 11111111111111111 3 EA 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW 11111111111111111 90 EA 538892 HEX NUT GALV 1/2 11111111111111111 90 EA 538981 FLAT CUT WASHER GALV 1/2 11111111111111111 60 EA 544208 CARRIAGE BOLT -GALV. 1/2 X 8 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 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 informaci0n contenida en esta pagina esta conforme a los tdrminos en la negacibn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 25 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 Des „,,o 4 Pro Deck 23 Rim Joist 255676 1 2X8 -12FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 11' 8" Rim Joist 255676 2 2X8 -12FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 11' 5" Rim Joist 255677 1 2X8 -16FT #1 PT WEATHERSHEILD x. There will be 1 piece A - Length 12' 2" Rim Joist 255677 1 2X8 -16FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 15' 4" Rim Joist 255677 1 2X8 -16FT #1 PT WEATHERSHEILD There will be 2 pieces A - Length 6' B - Length 8' 1" Rim Joist 255677 2 2X8 -16FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 13' 8" 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 estimaci0n final del diseilo. 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 t&rminos en la negacibn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 24 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 3 Pro Deck Design rrN) Vert Top Rail 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 6' 2" Vert Top Rail 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD t .n There will be 1 piece A - Length 4' 9" Vert Top Rail 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 3' 4" Vert Top Rail 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 2 pieces A - Length 4' 6" B - Length 3' 4" Vert Top Rail 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 6' Vert Top Rail 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 6' 3" Rim Joist 255523 1 2X8 -8FT #1 PT WEATHERSHIELD T�KKp Maro-'.. -'w✓ /i,.elw — _.,_,. ,, ;;"`.'YM"Fm' .�' Trz. ..... .: ......� -- .... >.... '<"',a�x .*94 There will be 1 piece A - Length 7' 8" 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 diseIIo. 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 negaci6n, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 23 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 "` s Pro Deck Design M Riser 255201 2 2X4 -16FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 14' 1" Riser 255201 2 2X4 -16FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 14' 3" Riser 255201 2 2X4 -16FT #1 PT WEATHERSHIELD ..___ . ,.... ..- ,, , . ,. gym °x,,,,,, ., __ . There will be 1 piece A - Length 12' 4" Riser 255201 2 2X4 -16FT #1 PT WEATHERSHIELD N e There will be 1 piece A - Length 12' 1" Riser 255201 2 2X4 -16FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 13' 10" Vert Top Rail 168768 2 5/4X6 -8FT PREM PT WEATHERSHIELD f -r- There will be 1 piece A - Length 5' 11" Vert Top Rail 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 2 pieces A - Length 3' 4" B - Length 3' 7" 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 diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci0n contenida en esta pagina esta conforme a los terminos en la negacibn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 22 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 r . 3 Pro Deck D M xi Stair Stringer 155959 9 2 "X12 "X12' #2 PT WEATHERSHIELD There will be 3 pieces A - Length 3' 2" B - Length 3' 2" C - Length 3' 2" Step Tread 167894 3 5/4X6 -10FT PREM PT WEATHERSHIELD There will be 2 pieces A - Length 5' B - Length 5' Step Tread 159091 6 5/4X6 -16FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 12' 3" Step Tread 159091 6 5/4X6 -16FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 14' 3" Riser 254907 3 2X4 -10FT #1 PT WEATHERSHIELD There will be 2 pieces A - Length 5' B - Length 5' Riser 254985 2 2X4 -12FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 11' 11" 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 disei'to. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informati8n contenida en esta pagina esta conforme a los tdrminos en la negacibn, situada en el extremo de este documento. Copyright 01989-2012 Edgenet, Inc. Page 21 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 Bi e„,,, Pro Deck Design TM re-TI H Top Rail 254258 1 2X4 -8FT #1 PT WEATHERSHIELD There will be 2 pieces A - Length 4' 6" B - Length 3' 4" H Top Rail 254258 1 2X4 -8FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 4' 9" H Top Rail 254258 2 2X4 -8FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 5' 11" H Top Rail 254258 1 2X4 -8FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 6' H Top Rail 254258 1 2X4 -8FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 3' 4" Stair Stringer 255523 1 2X8 -8FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 5' 2" 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 estimaci0n 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 negaci0n, situada en el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 20 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 40 #1;-3 Pro Deck Design A Railing Post 256276 7 4X4 -8FT #2 PT There will be 2 pieces A - Length 3' 6" B - Length 3' 6" Railing Post 256276 1 4X4 -8FT #2 PT There will be 1 piece A - Length 3' 6" Baluster 302477 50 2X2 -8FT #1 PT WEATHERSHIELD There will be 2 pieces A - Length 3' 3" B - Length 3' 3" H Top Rail 254258 1 2X4 -8FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 6' 3" H Top Rail 254258 1 2X4 -8FT #1 PT WEATHERSHIELD There will be 1 piece A - Length 6' 2" H Top Rail 254258 1 2X4 -8FT #1 PT WEATHERSHIELD There will be 2 pieces A - Length 3' 4" B - Length 3' 7" 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 diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pagina este conforme a los terminos en la negaci0n, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 19 of 27 Doc ID ec1453f4- 2d5c-4fd7- b4c9- 724d3e5cf310 BIGm 47 X Pro Deck Design , _AI.: 3 fig Beam 255676 1 2X8 -12FT #1 PT WEATHERSHEILD There will be 2 pieces A - Length 6' B - Length 5' 8" Beam 255676 1 2X8 -12FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 11' 8" Post 256276 2 4X4 -8FT #2 PT There will be 5 pieces A - Length 1' 4" B - Length 1' 4" C - Length 1' 4" D - Length 1' 4" E - Length 1' 4" Post 256276 4 4X4 -8FT #2 PT There will be 4 pieces A - Length 1' 11" B - Length 1' 11" C - Length 1' 11" D - Length 1' 11" Post 256276 1 4X4 -8FT #2 PT ro There will be 4 pieces A - Length 1' 4" B - Length 1' 4" C - Length 1' 4" D - Length 1' 4" 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 diserio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacion contenida en esta pfigina esta conforme a los terminos en la negacidn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 18 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BIG - Pro Deck Design Beam 255676 2 2X8 -12FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 11' 5" Beam 255676 2 2X8 -12FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 11' 1" Beam 255676 4 2X8 -12FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 11' 1" Beam 255676 2 2X8 -12FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 11' Beam 255676 4 2X8 -12FT #1 PT WEATHERSHEILD There will be 1 piece A - Length 11' Beam 255676 1 2X8 -12FT #1 PT WEATHERSHEILD There will be 2 pieces A - Length 5' 8" B - Length 5' 6" Beam 255676 1 2X8 -12FT #1 PT WEATHERSHEILD There will be 2 pieces A - Length 5' 8" B - Length 5' 8" 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 diseho. 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 extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 17 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 2 Design °e ; Pro Deck ,,,,:,,,,,..,,:,,,,, Joist 255676 1 2X8 -12FT #1 PT WEATHERSHEILD ..,;, There will be 2 pieces A - Length 5' 7" B - Length 6' 2" Joist 255677 2 2X8 -16FT #1 PT WEATHERSHEILD ; There will be 2 pieces A - Length 7' 9" B - Length 7' 9" Joist 255677 8 2X8 -16FT #1 PT WEATHERSHEILD mow: There will be 2 pieces A - Length 7' 5" B - Length 7' 5" Joist 255677 12 2X8 -16FT #1 PT WEATHERSHEILD There will be 2 pieces A - Length 7' 3" B - Length 7' 3" Joist 255677 1 2X8 -16FT #1 PT WEATHERSHEILD There will be 2 pieces A - Length 6' 10" B - Length 7' 5" Joist 255677 1 2X8 -16FT #1 PT WEATHERSHEILD ,gi5s - k sz u2b ` m6� There will be 4 pieces A - Length 3' B - Length 3' 8" C - Length 4' 3" D - Length 4' 11" 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 diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pagina esta conforme a los t &rminos en la negacidn, situada en el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 16 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BIG0 Pro Deck Design Decking 159091 1 5/4X6 -16FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 13' 7" Decking 159091 13 5/4X6 -16FT PREM PT WEATHERSHIELD There will be 2 pieces A - Length 6' 8" B - Length 6' 8" Decking 159091 1 5/4X6 -16FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 12' 7" Decking 159091 1 5/4X6 -16FT PREM PT WEATHERSHIELD s .an There will be 1 piece A - Length 14' 7" Decking 159091 1 5/4X6 -16FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 15' 6" Joist 255618 4 2X8 -10FT #1 PT WEATHERSHEILD There will be 5 pieces A - Length 1' 11" B - Length 1' 11" C - Length 1' 11" D - Length 1' 11" E - Length 1' 11" 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 diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci0n contenida en esta pagina esta conforme a los t2rminos en la negaci0n, situada en el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 15 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 3 Pro Deck Design Decking 167894 1 5/4X6 -10FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 8' 8" Decking 167894 1 5/4X6 -10FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 9' 4" Decking 168793 27 5/4 "X6 "X12' PREM PT WEATHERSHIELD There will be 1 piece A - Length 10' 8" Decking 168793 1 5/4 "X6 "X12' PREM PT WEATHERSHIELD • There will be 1 piece A - Length 11' 7" Decking 168793 6 5/4 "X6 "X12' PREM PT WEATHERSHIELD There will be 2 pieces A - Length 6' B - Length 6' Decking 168793 1 5/4 "X6 "X12' PREM PT WEATHERSHIELD Vi .. µ There will be 1 piece A - Length 10' 7" Decking 159091 37 5/4X6 -16FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 16' 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 disefto. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pfigina esta conforme a los terminos en la negacidn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 14 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 Pro Deck Design TM w N„,4 X 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 POR ADELANTADO. Mientras que esta lista del uso de materiales demuestra la longitud apropiada para toda la madera de construcci6n, usted no debe cortar por adentado ninguna madera de construcci6n. Usted debe cortar la madera de construcci6n solamente despues de que sus postes esten adentro y usted ha remedido las distancias. Cortar por adelentado de la madera de construcci6n antes de la necesidad real puede dar resultar en despilfarro significativo en la madera de construcci6n. Una variaci6n leve de los planes en la colocaci6n de postes puede causar la madera de construcci6n clasificada correctamente segun los planes para no caber para el uso previsto. Decking 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 6' 8" Decking 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 7' 8" Decking 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 7' 2" Decking 168768 1 5/4X6 -8FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 6' Decking 167894 1 5/4X6 -10FT PREM PT WEATHERSHIELD There will be 1 piece A - Length 9' 8" 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 diserno. EDGENET, INC. no asume ninguna responsibilidad del uso 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 -2012 Edgenet, Inc. Page 13 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BIG Pro Deck Design . 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 diseno. EDGENET, INC. no asume ninguna 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 negacibn, situada en el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 12 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BIG 4ora Pro Deck Design TM Usage Sku Description Qty Beam Nut 538892 HEX NUT GALV 1/2 60 Beam Washer 538981 FLAT CUT WASHER GALV 1/2 60 Blocking Fasteners 1 Blocking Nails 192708 16D 3 -1/2" HOT GALV COMMON 5 LB 3 Builders Tube 1_Generic 10" BuildersTube 336963 10 "X48" TUBE FOR CONCRETE 30 Concrete 1_Generic ConcPierin -Gnd 289310 80LB CRACK - RESISTANT CONCRETE MIX 135 Joist Hangers /Fasteners 1 2x8 Hanger Nail 461046 10D5HDG 5LB.BOX OF 10D HDG NAILS 5 2x8 Joist Hanger 865858 LUS28Z DOUBLE SHEAR HANGER Z -MAX 144 Post Base Connection 2_Generic Simpson 4x4PB 669421 ABA44Z 4 4 STANDOFF POST BASE Z -MAX 30 Simpson 4x4PBN 205268 N10D5HDG 5LB BOX OF N1OD NAILS 1 Rail Post Connection 1_Generic Rail Post -Bolt 927708 CARRIAGE BOLT GALV 1/2 X 6 30 Rail Post -Nut 538892 HEX NUT GALV 1/2 30 Rail Post - Washer 538981 FLAT CUT WASHER GALV 1/2 30 Rail to Rail Post Connection 1_Generic Railing Screws 177313 DECKMATE SCREW, TAN, 3- 1/21N, 5LB 1 Rim Joist Fasteners 1_Generic Rim Joist Nail 446408 16D 3 -1/2" HOT GALV BOX 1 LB 8 Stringer Connection 1_Generic Simpson 593250 LSCZ ADJUSTABLE STRINGER TIE ZMAX 29 Simpson 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW 3 Tread Connection 1_Generic Tread Screws 734968 DECKMATE SCREW, TAN, 3 IN, 5LB 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 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 pagina esta conforme a los terminos en la negacidn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 11 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BIGm Da 440:: 3 Pro Deck Design TM r ,,,,. XJ Sku Usage List Usage Sku Description Qty Baluster 302477 2X2 -8FT #1 PT WEATHERSHIELD 50 Beam 255676 2X8 -12FT #1 PT WEATHERSHEILD 18 Decking 159091 5/4X6 -16FT PREM PT WEATHERSHIELD 54 Decking 167894 5/4X6 -10FT PREM PT WEATHERSHIELD 3 Decking 168768 5/4X6 -8FT PREM PT WEATHERSHIELD 4 Decking 168793 5/4 "X6 "X12' PREM PT WEATHERSHIELD 35 H Top Rail 254258 2X4 -8FT #1 PT WEATHERSHIELD 9 Joist 255618 2X8 -10FT #1 PT WEATHERSHEILD 4 Joist 255676 2X8 -12FT #1 PT WEATHERSHEILD 1 Joist 255677 2X8 -16FT #1 PT WEATHERSHEILD 24 Post 256276 4X4 -8FT #2 PT 7 Railing Post 256276 4X4 -8FT #2 PT 8 Rim Joist 255523 2X8 -8FT #1 PT WEATHERSHIELD 1 Rim Joist 255676 2X8 -12FT #1 PT WEATHERSHEILD 3 Rim Joist 255677 2X8 -16FT #1 PT WEATHERSHEILD 5 Riser 254907 2X4 -10FT #1 PT WEATHERSHIELD 3 Riser 254985 2X4 -12FT #1 PT WEATHERSHIELD 2 Riser 255201 2X4 -16FT #1 PT WEATHERSHIELD 10 Stair Stringer 155959 2 "X12 "X12' #2 PT WEATHERSHIELD 9 Stair Stringer 255523 2X8 -8FT #1 PT WEATHERSHIELD 1 Step Tread 159091 5/4X6 -16FT PREM PT WEATHERSHIELD 12 Step Tread 167894 5/4X6 -10FT PREM PT WEATHERSHIELD 3 Vert Top Rail 168768 5/4X6 -8FT PREM PT WEATHERSHIELD 9 Decking Treated Southern Pine No. 2 DeckScrew Green 735003 DECKMATE SCREW, GREEN, 3 IN, 5LB 6 Baluster Fasteners 1 Generic Baluster Screw 735068 DECKMATE SCREW, TAN, 2 1 /2IN, 5LB 1 Beam to Post Connection 1 Generic Beam Bolt 4x4 544208 CARRIAGE BOLT -GALV. 1/2 X 8 60 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 diselio. 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 negaci6n, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 10 of 27 Doc ID ec1453f4- 2d5c-4fd7- b4c9- 724d3e5cf310 DEW 3 Pro Deck Design TM X Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Stair 1 Step Width - 139 17/32 in Step Height - 18 in Step Rise - 6 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 2 Step Width - 163 in Step Height - 18 in Step Rise - 6 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 - 60 in Step Height - 18 in Step Rise - 6 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 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 estimaci0n final del disef5o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pfigina esta conforme a los t&rminos en la negacibn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 9 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 m BIG z Pro Deck Design Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - Pier In- Ground Live Load - 80 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 92 in Post Spacing - 65 3/4 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 Touthern Pine No. 2 Deck Height „- in Diagonal Bracing - No Joist Overhang - 0 in Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - 2x8 Pref Beam Size - 2x8 Pref Post Size - NONE Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 2 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 4 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 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. 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 informaci6n contenida en esta pagina esta conforme a los t &rminos en la negaci6n, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 8 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BI G0 Pro Dec Design Railing Details View ti U J L I U L J U L J U L J U L J U L J U L I U U 8' 0' 3' 0' i l 225 E 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 e 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 informacidn contenida en esta pagina esta conforme a los terminos en la negacidn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 7 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 Pro Dec De Joist Layout View 7 It 3 in OC i , , , ,,,, , ," ' 1 ft3 in OC t i n ft 1 fl 2 in OC - d P 5f o_ I _ y R ' ' : . ' ; ,'",' • ' ' '''' .: Z '"'":: .: '''' :-,, ,' '': ''''''''''''''s::‘ '.% 1 � I . 1 i ^' a O c o 0 o c 0 �,;0 0 0 0 o c. o o o .o � �o @ d� c n n r, n n n 0 n n- n l nl 0. 0 n n ., O n n O w W 0 C O O O O C 0 - � e c� r , =0 O n 0 0 n n 0 0 0 n C 0 O c n Notes: i All Joist and stringer spacing dimensions me measured In OC. ta '5 0 0 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 use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina esta conforme a los terminos en la negacidn, situada en el extrema de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 6 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 * Pry Dec DesignTM TM w “. 4. PI Post View 6' S 6 ; 5 6 fi'6' SE 6 - - i 6 1 ON UP6In 22■16 in 16 n e i n 1 6 61 8 , . 1 6 6 1 8 1 6 1 6 fl6, 16∎18, 160616 N 0$ 1561116 15ern unrn I5n5.n M M "Al, 15ft tin 15∎1116 * /4_ =-).- r 4127. )61]16 ]fl]in ]fi]in ]fl]in . . . 7 @ I 1 61■in 2f111 in 6n 6n 66 1 ],n 6n 6n 5' - 6 ° 6 9 5' 5 fi 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 disef o. EDGENET, INC. no asume ninguna 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 negacibn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 5 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BIG x Pro Deck DesignTm ;.,,,,,,, ,-,,,;', 3 .... .Ny.A. Dimension View k g" c7/?' ,,,za 4//o = ' . 3/ s 2 ■ 6 ft —_ 33 f14 in 27 f[ 4 in _ 6 ft -- ---` 27 ft 4 n1 I , ► : Illm . . VI CO J . '7-. O >) J ?'' -d „ • QC .� w i f., k / , `, _ i 47 6 Z I/ 7:* c 1 I i LI ..9 s': I I II a . , i r . 1 1 i . . ' . , , . � 4 . Ick 1 ►.. 22f1I0 in 10ft6 in _,_ __ No- 6 ft 1 6 ft 1 0 in 1 0 0 1 6 . n ►� 22 ft 1 0 in 1 0 0 1 6 1 n 3 3 0 1 4 , n 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 e instrcciones importantes: Esto no es un plan ni una estimacibn final del diserlo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci0n contenida en esta pagina esta conforme a los terminos en la negacibn, situada en el extreme de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 4 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BEGm 4 . 10 ° g g Pro Deck Design Plan View 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 diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pagina esta conforme a los t &rminos en la negacidn, situada en el extremo de este documento. Copyright © 1989 -2012 Edgenet, Inc. Page 3 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 Pro Deck Deity TM 3D View 4 11111 1111 ,ter y . E `y t � W 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 estimaci0n final del diselio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci0n contenida en esta pagina esta conforme a los t&rminos en la negacibn, situada en el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 2 of 27 Doc ID ec1453f4- 2d5c- 4fd7- b4c9- 724d3e5cf310 BIG Pro Deck Design en Estimate Prepared for: Store Information: MARIA ANDERSON 2662 - 179 DAGGET DRIVE #2662 106 WOODLAND DR FLORENCE, MA 01062 -9617 WEST SPRINGFIELD, MA 01089 4139234787 (413) 731 -9700 Estimate Created: 07/09/2012 Days Valid: 14 Estimate Prepared by: ROBERT Decks Total Price (pre -tax): $5,154.99 "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 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." "" Special Order Items where price is not included in total - Please take to The Home Depot Special Services Desk for a price quote." "* Los Articulos de la Orden Especial donde el precio no se incluye en total - Favor de Ilevar a la Mesa de Servicios Especiales del Home Depot para una cotizacion del precio." 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 estimaci0n final del diselio. 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. Copyright © 1989 -2012 Edgenet, Inc. Page 1 of 27 Doc ID ec1453f4- 2d5c-4fd7- b4c9- 724d3e5cf310 z' • • • • s Acs 8I1O // e 2/ W A h 1 / 17 -- "b) �/ h 269 MAIN ST - 3RD FLR ` ' BP- 2011 -0118 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31D -115 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP- 2011 -0118 Project # JS- 2011- 000206 Est. Cost: $1400.00 Pee: SS .00 PERMISSION IS HEREBY GRANTED 1'O: Const. Class: Contractor: License: Use Group: DAVID KELLS 046174 Lot Size(sq. ft.): 1916.64 Owner: BLUE SKY REAL ESTATE LLC Zoning: CB(100)/ Applicant: DAVID KELLS AT: 269 MAIN ST - 3RD FLR Applicant Address: Phone: Insurance: P 0 BOX 352 (413) 775 -3304 () FALLS VILLAGECT06031 ISSUED ON:8/16/2010 0:00:00 TO PERFORM THE FOLLOWING WORK: REPAIR CEILING POST THIS CARD SO IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: S (/7 (b0 Nk. THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND ' C . - ' . e ■ . jo ip- , 14 40044 Certificate of Occupanc, signature: FeeType: Date Paid: Amount: Building 8/16/2010 0:00:00 $55.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner . 0 122.43 79 99 . 131.53 35 -282 271.11 246.69 r279. 248.84 21 35 -279 � 35-281 35 -280 79.48 4 7 131.93 3. � 157.54 131.55 127.86 WOODLAND DR 64.76 336.16 145.67 83.45 125.33 07/05/12 1:06:27 PM -�� -*Y-_(� { 3 -7 5ri-�- - � RESIDENTIAL PROPERTY RECORD CARD CITY OF NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 PARCEL ID: 35 - 280 -001 106 WOODLAND DR PLOT: LIVING UNITS: 1 CLASS: R - 101 CARD #: 1 OF 1 CURRENT OWNER /ADDRESS NEIGHBORHOOD ID: 15.00 FINAL VALUE FLAG: COST ANDERSON DAVID LAND DATA - ASSESSMENT INFORMATION - 106 WOODLAND DR TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIME SITE 32943 103,030 PRIOR COST CURRENT FLORENCE MA 01062 LAND 103,000 103,000 103,000 BLDG 322,500 322,500 322,500 DEED BOOK: 5571 TOTAL 425,500 425,500 425,500 DEED PAGE: 48 SALES INFORMATION DEED DATE: TOTAL ACREAGE: 0.756 TOTAL LAND VALUE: 103,000 LAST UPDATE /COST: 20110518 DATE TYPE PRICE VALIDITY LAST UPDATE /COST: 20110518 19981201 LAND + BLD 253,000 0 X DATE: ADDITION DATA Lower Level First Floor Second Floor Third Floor Area DATA COLLECTION INFORMATION A FrGar 525 ENTRANCE CODE: ENTRY + SIGN B 1sFr 7 INFORMATION SOURCE: C 1sFr AtFin 687 DATA COLLECTOR: D DATE: E F DWELLING INFORMATION G H STYLE: CONTEMPORARY YEAR BUILT: 1997 STORY HEIGHT: 1.00 y ATTIC: NONE ' Basement: FULL TOTAL ROOMS: 8 TOTAL BEDROOMS: 4 FULL BATHS: 2 ADDITIONAL DWELLING INFORMATION Half Baths: 1 / BASEMENT XTERIOR WALLS: CARS) ALUM /VINYL BRICK TRIM: FIXTURES: UNFINISHED AREA: STONE TRIM: X GROUND FLOOR AREA: 1423 3 913 F /?Fr 6 TOTAL LIVING AREA: 2392 REMODELING DATA FINISHED BASEMENT LIVING AREA: X 9 BASEMENT RECREATION AREA: X YEAR REMODELED: MASONARY FIREPLACE STACKS /OPENINGS: / METAL FIREPLACES: 1 KITCHEN REMOD (Y/N HEAT /CENTRAL A /C: CENTRAL AIR BATH REMODEL (Y /N HEATING SYSTEM: WARM AIR 17 FUEL TYPE: OIL 34 32 9 GOOD CCOND /D /UTILITY VG INTERIOR /E SAME 7 13 OUTBUILDINGS & YARD ITEMS PERMIT DATA TYPE QTY YR SIZE1 SIZE2 GRD COND DATE PURPOSE PRICE 11 6 28 16 21 ,2 13 NOTES: 1 7 1 ASKING 475,000 7/5/2007 704 - 900 -7306 10 WIFE MARIA LANIE ANDERSON file:///tmp/beam_l.html Print LOW Beam Layout Level #1 1 ._ B 40 XL Label Length .Post Count Post Spacing A 5'9" 2 4'91/2" 113 22' 9 3/4" 4 7' 3 1/2" C 3 3' 1 �5 $' 1/2" D 11' 9 1/2" 3 5' 4" E 32' 4 1/2" 5 7' 10 1/4" Close Print 1 of 1 07/06/2012 05:29 PM Deck Design Report file: / /ltmp /pmh2.htm1 treated wood. (Lowey €TMs in -store saws are equipped with a vacuum to minimize airborne sawdust). Protection: When power - sawing and machining, wear goggles to protect eyes from flying particles. Clean Thoroughly: Wear gloves when working with the wood. After working with the wood, and before eating, drinking, toileting, and use of tobacco products, wash exposed areas thoroughly. Wash Separately: Because preservatives or sawdust may accumulate on clothes, they should be laundered before reuse. Wash work clothes separately from other household clothing. For Additional Information: www.epa.gov - www.healthybuilding.net - www.ccasafetyinfo.com a €" www.treatedwood.com Call: (800)282 -0600 or (800)356 -AWPI ____ �__w ______ __.___ o_______ ____.___- -- Stress Analysis Component PSF Level 1 Joist Deflection 138 Joist Bending 55 t Joist Shear 115 Joist Compression 237 Beam Deflection 54 Beam Bending 54 Beam Shear 54 Bolt Shear 80 Post Stability 151 Close , Print how -10 Ovide 4 of 4 07/06/2012 05:29 PM Deck Design Report file: / / /tmp /pmh2.htm1 G Fascia 1 11' 8 1/2 "F45 S45 V Joist 1 8' 3 1/4" H Header 1 5' 6" W Joist 1 8' 8" I Outer Joist 1 12' 9 1/2" X Joist 1 7' 6 1/2" J Header 1 22' 6 3/4" Y Joist 1 15' 7 1/2" K Outer Joist 1 9' 1/2" Z Joist 1 14' 11 3/4" L Outer Joist 1 14' 8 1/2" a Joist 1 14' 4" M Outer Joist 1 7' 7 3/4" b Joist 1 13' 8" N Header 1 27' 4" c Joist 1 13' O Header 1 11' 7 1/4" d Precut Top Choice Treated Stringer 8 Permit Information Load and Support Your deck will support a 44 PSF live load. Posts have 36" below ground r-- ' . - - - - support. Deck and Post Height You selected a height of 18" from the { D top of the decking to the ground level. 111 The top of the deck support posts will ground therefore be 9 1/4 above level. n -__ten '` 00 Joists ' Set joists on top of beams, 16" center to center. Disclamer: This quote is an estimate and is valid until Sunday Jul 8, 2012. Lowe's Price Guarantee is applicable to individual material items only. Lowe's Price Guarantee does not apply to the total design package as a whole as quantities within different designs may vary. Warning: This may not be 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 architect, engineer and building inspector. Lowe's is a supplier of materials only. Lowe's does not engage in the practice of engineering, architecture, or general contracting. Lowe's does not assume any responsibility for design, engineering, or construction; for quantities or sizing of materials for a general or specific use; for quantities or sizing of materials; for the use or installation of materials; or for compliance with any building code or standard of workmanship. Note: It is recommended that joist that meet on top of beams should be spliced with gussets. The gussets should be 2- by wood the same width at the joist and overlap by 6 inches on each side. These gussets should be held in place with 12 16d galvanized nails. 1 Handling Precautions for Pressure- Treated Wood Disposal: Dispose of treated wood by ordinary trash collection. Treated wood should not be burned in open fires, stoves, fireplaces, or residential boilers because toxic chemicals may be produced as part of the smoke and ashes. Treated wood from commercial or industrial use (e.g., construction sites) must be disposed of in accordance with state and Federal regulations, which may include burning only in commercial or industrial incinerators or boilers Always refer to information on fastener packaging for use with pressure treated lumber. Operating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing, sanding and machining treated wood, wear a dust mask. Whenever possible, these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from 3 of 4 07/06/2012 05:29 PM r Deck Design Report file: / / /tmp /pmh2.htm1 A - I r . Q . Jo: Beam Label Beam Length Post Count Post Spacing A 5'9" 2 4'91/2" B 22 9 3/4" 4 7' 3 1/2" C 33' 1" 5 8' 1/2" D 11'91/2" 3 5' 4" E 32' 4 1/2" 5 7' 10 1/4" Cut List: Level 1 ®©I ® l�l 0 gallium, 11. o C�� R GG�la uui 0 .ambri PF' 111111 P :1' �4 ci i gill II - III lal Label Name QTY Length Bevels Label Name QTY Length Bevels A Fascia 1 6' F45 S45 P Joist 14 8' 11" B Fascia 1 13' F45 S45 0 Joist 4 14' 7" C Fascia 1 22' 10" F45 S45 R Joist 10 8' 9" D Fascia 1 24' F45 S45 S Joist 2 8' 11" E Fascia 1 5' 11 1/2 "F45 S45 T Joist 4 8' 9" F Fascia 1 27' 5 1/2 "F45 S45 U Joist 1 8' 10 1/4" 2 of 4 07/06/2012 05:29 PM Deck Design Report fle: / / /tinp /pmh2.html , . Print L OWE ' S Specification Packet 3D Views �__n -_ g ; 11,401 1 1 f , .,.,, .„,,, 40 ,,,,,,,- a,''.; , ' 1 , ' • . ` 4*5''' e -- :;, it,,,, 4 ,00, .,:- ,,,,e,- „A+? ..„,,, ,,.... .4, „..„, t f-' 4 . .,,,...i . ,-e,.:T:-'' ,,, .,0,,, ,,,- iv,, ,....... - / 0 -,,,,.,.,. „..,,,, ry i Beam Layout 1 1 of 4 07/06/2012 05:29 PM Deck Design Report file: / / /tmp /pmh.html Disclamer: This quote is an estimate and is valid until Sunday Jul 8, 2012. Lowe's Price Guarantee is applicable to individual material items only. Lowe's Price Guarantee does not apply to the total design package as a whole as quantities within different designs may vary. Warning: This may not be 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 architect, engineer and building inspector. Lowe's is a supplier of materials only. Lowe's does not engage in the practice of engineering, architecture, or general contracting. Lowe's does not assume any responsibility for design, 1 engineering, or construction; for quantities or sizing of materials for a general or specific use; for quantities or sizing of materials; for the use or installation of materials; or for compliance with any building code or standard of workmanship. Always refer to information on fastener packaging for use with pressure treated lumber. 1 Note: It is recommended that joist that meet on top of beams should be spliced with gussets. The gussets should be 2- by wood the same width at the joist and overlap by 6 inches on each side. These gussets should be held in place with 12 16d galvanized nails. Handling Precautions for Pressure - Treated Wood 1 Disposal: Dispose of treated wood by ordinary trash collection. Treated wood should not be burned in open fires, stoves, fireplaces, or residential boilers because toxic chemicals may be produced as part of the smoke and ashes. Treated wood from commercial or industrial use (e.g., construction sites) must be disposed of in accordance with state and Federal regulations, which may include burning only in commercial or industrial incinerators or boilers Always refer to information on fastener packaging for use with pressure treated lumber. Operating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing, sanding and machining treated wood, wear a dust mask. Whenever possible, these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from treated wood. (Lowey €TMs in -store saws are equipped with a vacuum to minimize airborne i! sawdust). Protection: When power - sawing and machining, wear goggles to protect eyes from flying particles. Clean Thoroughly: Wear gloves when working with the wood. After working with the wood, and before eating, drinking, toileting, and use of tobacco products, wash exposed areas thoroughly. Wash Separately: Because preservatives or sawdust may accumulate on clothes, they should be laundered before reuse. Wash work clothes separately from other household clothing. For Additional Information: www.epa.gov - www.healthybuilding.net - www.ccasafetyinfo.com a €" www.treatedwood.com Call: (800)282 -0600 or (800)356 -AWPI • • Close Print 4 of 4 07/06/2012 05:29 PM Deck Design Report file: / / /tmp /pmh.html 01691 [5 5/4X6X12 SW TOP CHOICE ACQ Deck lanking 01704 5 5/4X6X16 SW TOP CHOICE ACQ Deck lanking 01704 79 5/4X6X16 SW TOP CHOICE ACQ Deck • lanking 121 3- 4X4X6 #2 .40 ACQ TREATED Post Other Materials Item # Model ty. Description Usage 9264 NAIL COMMON GALV 5 LB 16 D Joist Framing 411 19 4X4 2 -SIDE POST ANCHOR TZ Footing to Post 1 (14354) 10385 1 O NCRETE MIX 80# QUIKRETE Footing to Post I 10149 15CONCRETE FORM TUBE 8 "X48" Footing to Post Fi RFB4_THREADEDROD not found Footing to Post 9262 NAIL COMMON GALV 5 LB 10 D Footing to Post 3449 152 GALV ROUND WASHER 1/2" Post to Beam 7357 1 V6 CARRIAGE BOLT 1/2 X 8 Post to Beam 7342 6 ALV 1/2 HEX NUT Post to Beam 4468 hite Cap Plastic Skirting 4469 - 1 Wh Divider Plastic 1Skirting 9 138 34 NAIL COMMON GALV 1LB 8D :Skirting 1993 170 HURR ANCHOR, 6.5X1.5T DBL Joist Framing PLATE TIE JOIST HGR.NAIL 1 LB 8408 Joist Framing 1- 1/2 "NA111CD F SLANT JSTHGR 2X6 -8 116241 8 Joist Framing 18GA(14479) 184956 [10DX1 1/2" NAIL (5 LB.) MC [Joist Framing F .-- 1-5/16X2-3/8X4 TZ ANGL CLP 13087 Joist Framing AC5 -TZ 1 2X8_STRINGERXDECK not found CladRimOrStair e lympic Maximum Waterproofing Clear 12045 ealant VOC Deck Planking 11347 4 4X4 DECK POST TIE TZ (14360) Railing Post . 7341 8GALV 3/8 HEX NUT Railing Post 1706 113/8" FLAT WASHER GALV (25) PP Railing Post 7353 E68 ALV CARRIAGE BOLT 3/8 X 8 [Railing Post 395 17 ewport High Pyramid Railing Post 3 of 4 07/06/2012 05:29 PM Deck Design Report file: / / /tmp /pmh.html Footer Depth 36" FLive Load 44 psf Dead Load ®10 psf Today's estimated cost for materials in this design with options: X4077.70 Pricing is valid until Sunday Jul 8. 2012 There are missing Components in your Deck Design Project Quote. The price quoted does not reflect these components. Missing Items: Component QTY RFB4 not found 19 2X8 STRINGERXDECK not found 8 Material List N _4 Lumber Materials Model Item # Qty. Description sage 2334 46 X8X10 ACQ TOP CHOICE Rim Joist TREATED F___ 22 2X8X16 ACQ TOP CHOICE Rim Joist TREATED 1658 r- 2X8X8 ACQ TOP CHOICE TREATED Internal Joist 2781 8 TREAITEDCQ TOP CHOICE eam F ---- i ---- .........::... 643 8 3-STEP STRINGER #1 WATER stair Stringer REPELENT 4X8 PRIVACY DIAMOND WHITE 8707 1 LATTICE kirting 1 6854 1 2X4X10 ACQ TOP CHOICE o p Rail TREATED I 7671 1 TREAITEDCQ TOP CHOICE op Rail 9670 2X4X16 ACQ TOP CHOICE Top Rail TREATED 4X4X8 ACQ .40 TOP CHOICE 0159 Railing Post TREATED 690 4 4X4X16 #2 .40 ACQ TREATED Railing Post 2380 18 2X4X6' TRU -FIT DECK RAIL Hand Rail 950 1 193 2x2x42" Baluster Square pindle 01676 2 5/ 4X6X8 SW TOP CHOICE ACQ peck Planking 2 of 4 07/06/2012 05:29 PM Deck De ign Report 5|o:///tmp/pmh.Nm| Print • Store #1916 Project Quote 282 RUSSELL STREET Date wf Quote: Friday Jul 6.2012 HADLEY MA ' DAVID ANDERSON (413) 588-0270 Prme� Number: Salesperson: JASON MCKINNON ' U � , 1111101 ` 44 41 1, 1, Below are the Specflcations and Materials that you have selected tor your deck: 1 Overview Number of Levels: 1 Footer Depth: 36" Total SquamFn��814 Live Load: psf U ] Square K U Doad Load: 10 psf Component ' Joists r2 Top Choice Treated Beams �«» ==.= Posts 1 Fecking 5/4 x 6 Weather Decking Railing [Pressure Treated Bench None Lattice 4 x8 Plastic ,~^�--�—�--�--��--��—��—~---�--� i 1 07/O620|2052YP �y� |of4 vm � City of Northampton Massachusetts ‘v' " I t* 4' 1 arc L DEPARTMENT OF BUILDING INSPECTIONS r = • 212 Main Street • Municipal Building +3;,,. r . Northampton, MA 01060 s Cr INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his /her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he /she resides or intends to be, a one or two family dwelling, attached or detached structures accessory to such use and /or farm structures. A person who constructs more than one home in a two- year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation /footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made understand the above. (Home owner /resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date 1 " 1 - ° Z °/ Z Address of work location /°G t,c)aa ,,4z4 /`�� &ro6Z — `16/7, • The Commonwealth of Massachusetts Department of Industrial Accidents • Office of Investigations 600 Washington Street •=1:1= Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders /Contractors/Electricians /Plumbers Applicant Information Please Print Legibly Name (Business /Organization/Individual): D‘tv' Address: / City /State /Zip: / / / / c ' 6 2 _ Phone #: 4r7 ?J 2 4 Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part- time).* have hired the sub - contractors 6. El New construction listed on the attached sheet. 7. ❑ Remodeling 2. [1] I am a sole proprietor or partner- ship and have no employees These sub - contractors have 8. ❑ Demolition working for me in capacity. employees and have workers' g any p t3' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: /6 quired.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. ❑ Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13. ❑ Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. If the sub - contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy # or Self -ins. Lic. #: Expiration Date: Job Site Address: City /State /Zip: Attach a copy o e workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: ( � Date: 2° / ` Phone #: 4t ' F72_ 47 S / Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other • Contact Person: Phone #: • SECTION 8.- CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : License Number Address Expiration Date Signature Telephone ; 9 eisered, Florne Improvement Contractor . • g �,ti Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone SECTION WORKERS' COMPENSATION INSURAN FFIDAVIT(M,G L c' 152; § 25C(6)) Workers Compensation Insurance affidavit mu a completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buildin rmit. Signed Affidavit Attached Yes No ❑ -` o111" wit r xerption The current exemption for "homeowners" was extended to include Owner- occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside'; on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two -year period shall not be cons a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature // ' • . J SECTION 5= 'DESCRIPTION OF- PROPOSED WORK (check"all "applicable) „ *3. New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing n Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[r Siding [0] Other [0] Brief Description of Proposed Work: F� -r(s c�,*�7 /�c - �'j -1 � � r� �- X42: C 7o / - ' 4 {'e-- Lie Alteration of existing bedroom Yes ✓ No Adding new bedroom Yes �o Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet a1 eW "ouse andor addition zi "stir' ®house ® oii ®letehe *allow`in : a. Use of building : One Family Two Family Other b. Number of rooms in each = unit: Number of Bathrooms c. Is there a garage a - ed? d. Proposed Sq = - footage of new construction. Dimensions e. Numbe a stories? f. M: r oodd of heating? Fireplaces or Woodstoves Number of each ' g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SE CTION 7 a, OWNERAUTHORIZATION ,TO,BE COMPLETED_ WHEN `=OWNERSAGENT OR CONTRACTORAPPLIES FORBUILDING P 1 , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. S ignature of Owner Date �v r � -- ,4 1 � � o , as Owner/ raze Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. 144 7c 9 / .-t Q �/� u•^y Print Name Signature of Owner /Agent Date . Section 4. ZONING li Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by'Loning . " column to be filled in by Buil. ' . g Department Lot Size ! ` 9 Frontage - ' " Setbacks Bront' % 77= l 77 \ /Side L. 2� ' R: L: = R:. ' , I Rear ,ET 1 f 2S1 Building leight 1 1 Bldg. Squ. - Footage 7 Open Space ' ootage % (Lot area minus .ldg & paved t j , parking) i 1 } # 1 / I # of Parking Sp es — / Fill: (volume & Location) /--- -i r A. Has a Spe ' t Permit /Variance /Finding ever issued for /on the site? NO DON'T KNOW YES 0 IF YES, date issued:: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW Q YES 0 IF YES: enter Book i I Page and /or Document # 1 B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES 0 IF YES, has a permit been or need to be, obtained from the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: , C. Do any signs exist on the property? YES 0 NO (2( IF YES, describe size, type and location: 1 i D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO (2( IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, exc ation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. r • 4- 3epa'd 3 eiatuse 0.1 : ' , City of Northampton S a us; Pet , Building Department r $ ®� ,: 212 Main Street Se r ee11c 4t ab,ti 't' ." Room 100 a 1 A la =i li �`'�i 0 4 1 1 0:1: 5 ) 87_1272 Fax � � ��h e�r Specify �� ,���� �- �_ S cnGSC ,. �"? ate.= TM . *,, �,' ' , 4- ,,'''' ' !,.�. L - STR UCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING D µ� SECTION 1 = SITE; INFORMATION ":Y o' , Thi section to becomple y office i; 1.1 Property Address: ,F ,' = b a:. t ' ` `Y. 'E`' ;'�ri , i�P�`'' �' , :.. S.S.S"t5R"^� zM.�3 r i..s.. ti X ,, `� /��1 l Cam, Z — I6i • � k �• Zone x= Oxerla�r District r g a• y m St D - " _. s : , . B C Di `';.„.,, SECTI 2 - : PROP E RTY. " O W N ERS H I P /AUTHORIZED AGENT 2.1 Owner of Record: £4t Z2 /�,-t- — 'd�. - -- /O t1�� --� 1� LJ Name (Print) Current Mailing Address: r i 4.- y Telephone � , p Signature T t l 2 7 7 2.2 Authorized Agen> ?41 Q4( ii 93. 4 7 k 7 Name (Print) Current Mailing Address: Si ature Telephone 'SECTION. ` ESTIMATED CONSTRUCTION COSTS :_ " Item Estimated Cost (Dollars) to b Official Us e Only completed by permit applicant 1. Building li 2 (a Building P Fe 2. Electrical ¢' S.--c? (b) Estimated; Total C ost f o . ( .r Construction froir (6 . 3. Plumbing S'- Building Permi Fee t 4. Mechanical (HVAC) , 5. Fire Protection /` ^ , 6. Total = (1 + 2 + 3 + 4 + 5) g 7 C Check Number , -e Thi Section For Official Use Only, w H Buiidirig Permit`Num ber " e Issued. ., ", ,. - , Signature . Building Commissioner o Bui " Date File # BP- 2013 -0024 APPLICANT /CONTACT PERSON ANDERSON DAVID ADDRESS/PHONE 106 WOODLAND DR FLORENCE (413) 493 -4787 O PROPERTY LOCATION 106 WOODLAND DR MAP 35 PARCEL 280 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 1.07 � O r d; . Fee Paid / f (,� Typeof Construction: FINISH BASEMENT & CONSTRUCT DECK t- N L ( weF (-L f N imkti 0 New Construction ' pamlak Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FO OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: pproved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay 7/J3/i2- Signature o Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. 106 WOODLAND DR BP- 2013 -0024 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 35 - 280 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: renovation BUILDING PERMIT Permit # BP- 2013 -0024 Project # JS- 2013- 000039 Est. Cost: $30000.00 Fee: $180.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq. ft.): 32931.36 Owner: ANDERSON DAVID Zoning: Applicant: ANDERSON DAVID AT: 106 WOODLAND DR Applicant Address: Phone: Insurance: 106 WOODLAND DR (413) 493 -4787 0 FLORENCEMA01062 ISSUED ON: 7/13/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: FINISH BASEMENT & CONSTRUCT DECK - ENGINEERING MAY BE REQUIRED POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 7/13/2012 0:00:00 $180.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck— Building Commissioner