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22B-011 (4) &ts LYIxIT' L3N12krj C R s Grow Food Northampton 3-inch by 12-inch dots cut out of YxIO White Cedar wab-etable trim, RATTLESNAKE Gt1�'ER T1MBE�t`+{tt l S Carden Sled yielding Net Open Area of 36 inches each, for e total of 72 inches for this elevation. Hank Silver Coil of Flood Venting 917-902-2998 North Elevation hanksiWr@rgbmberworks.com s e, fix. t n 2 d NIN i Ali 71 3-X1 " 3 12" 16 2" Grow Food Northampton RATTLESNAKE GUTTER TiMQERWORKS Garden Shed 34nch by 12-inch slots oA out of 140 White Cedar watretablo trim, Hank Silver [detail of Flood 'renting yielding Net Open Area of 36 inches each, for a total of 72 inches for this elevation. 917-902-2996 East OR ftst Elevation identical detail on East and West elevations, hanksitver @rgtimbenvorks.com Rattlesnake Gutter l imberworks Grow Food Northampton Garden Shed Hank Silver Approximate location: MA CSL# CS-108530 140 Meadow Street #I Rattlesnake Gutter Road Florence, MA Levenett, MA OID54 Cutaway vie of West elevation hanksilverCalrgamberworks.com Slab-on-grade I x ------e---------------------------csu NOTES: 12'x 16' Slab-on-grade 4000 PSI concrete with embedded wire grid, 6-inch poured slab with 12-inch perimeter haunch. Slab at approximate height of surrounding grade. Compacted fill beneath slab - depth to be determined by site conditions, Unsuitable material encountered during excavation will be removed and replaced with suitable structural fill. s _ I f GROW FOOD NORTHAMPTON APPROX. 164 MEADOW ST, FLORENCE, MA GARDEN SHED FRAME VIEW OF WEST ELEVATION ' 10 7/8 3' 3' rl i I E 78 1/241 16' W*, r; f. GROW FOOD NORTHAMPTON APPROX. 164 MEADOW ST, FLORENCE, MA GARDEN SHED FRAME VIEW OF WEST ELEVATION 19' 9 314" 10 7/ f ITT ' RATTLESNAKE GUTTER TIMBERWORKS HANK SILVER ' i r I i moppppp- t. e 9 alai I! 0 0 n GROW FOOD NORTHAMPTON APPROX. 164 MEADOW ST, FLORENCE, MA GARDEN SHED FRAME VIEW OF WEST ELEVATION 9:12 PITCH T 9IR �' p 194118 e ! R R R R f F f ! R Al Fl �l fr. ' Az .F r 3' RATTLESNAKE GL,rrTER TIMBE4IVORKS HANK SILVER 917-902-2998 hanksilver rgtimberworksRco 12' GROW FOOD NORTHAMPTON GARDEN SHED TIMBER FRAME VIEW MEMBERS. 7X:7 POSTS �.. 7X9 T'F REAMS 3X5 BRACES ` 7X7 TOE' PLA,TE;S Y.. e . . 06 RAFTERS JOINERY MOTES; . TIE SEAMS HOUSED NOMINAL 1 INCH INTO PO sTs ALL OTHER JOINTS HOUSED NOMINAL 112 INCH f BRACES 3-INCH TENON ' f' FRAMED 1.5.1.5 PEGGED 1.51 POST TOP TENONS 4-INCH FRAMED 2:2 PEGGED 1 5.3,75 I_ TIE BEAMS THROUGH TENON X15' FRAMED 2.2 r{ PEGGED 2,2,4:4.25, 2.6,5 12f RAFTERS TONGUE & FORK PEGGED 2.3 & SECi1RED TO PLATE WITH B INCH TIMBERLOK FASTENER RATTLESNAKE GUTTER TIMBERWORKS HANK SILVER 917-902-2998 hanksilver@a rgbimberworks.00m GROW COQ► NORTHAMPTON I'tattlesnake Gutber Timberworks Hank Silver GARDEN SHED MA CSL# CS-108530 Approximate location; 31 Rattlesnake Cutter Road 140 Meadow Street Leverett, MA 01054 Florence, MA hanksilver&gdmberworks.com text • � # r � NV �k 1 ? /--/,771' r l f 1 • +• •,fit ,�L� 'y 0. l r PROWCW BY AN AUTODESK E3XlCAT10N PRODUCT HCR O-FA IM Aa9i wcres f9 „ MICRO-FARM f. Expansion erT / 1.1 Acres Fgf�M��� is ��� CS1t1 FT z t P E N E 020 021 022 023 024 035 036 ✓' -gip,d' 0 0 o RA2 MEDICINAL NUT GROVE FLORENCE / + a e m HER65. 3 N20 N27 N2Z N23 N24 N33 N34 N35 N38 FIELDS z z W19 wz3 ?wxs QO a0 M19 M20 M21 M22 M23 M24 M25 M26 M21 M28 M29 M30 M31 M32 M33 M34 M35 M36' OUTHOUSE ti C56 9 Q 119 L20 L21 L22 L23 L24 L26 L26 L27 L28 L29 L30 L31 EN CS8 EA PQ CS6 WEED C_ Q '� a p K39 K20 K21 K22 MH �4 K25 K26 K27 K28 K29 K30 K31 K32 �,(33 ,K{4 13S 136 PILE, o J Q ENTRANCE 6? �Qyo�` c W 3 e 3 119 120 121 122 CS7 124 25 126 127 RS 129 130 wi11 132 H3 184 135 136 GWI4 > 2ff FLORENCE 4 a H 119 120 121 122 R j 125 126 127 128 129 130 131 132 RA4 t35 136 FIELDS / DROP OFF DRIVE DROP-OFF ws DROP OFF DRIVE O� t \ DROP OFF DRIVEweal 1w1 S W3 ( 31 / / ,j�O� p�'�� HR H9 H10 RAi. M13 H14 H15 H16 TOOLSHED H19 H2O H21 H22 H23 H24 H25 H26 M27 H28 H29 H30 H31 H32 N33 t35 !36 / , � a� G7 GS G9 G30 G33 G32 G13 G34 G35 Gib G39 G20 G21 G22 G23 G24 G25 G26 G27 G28 G29 G30 G33 G32 -G33 G34' t35 136 / + Q�P f7 F8 f9 F10 Fll F12 F13 F34 F15 f16 f17 F38 F19 F20 191 F25 F26 N3145?E11 E12 E23 E24 E2`' E26 E27 E28 E29 E30 E31 E32 03 CS4 CSS we .,F'. a pr 1V3 CSl D8 Dy D30 D31 012 D33 D34 D15 D76 D17 018 D39 D20 D21 022 D23 D24 D25 D26 D27 D28 D29 ��12 D31 D32 F,gT�YM ' C7 C10 C31 L12 C13 C14 C15 CI6 C17 CIS 19 C20 C21 G22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 Ftij/ W C KEY TO SYMBOLS: Qp4+'�IL,v` 67 B8 89 810 11 8 812 B33 B34 IF\\, C96=Garden Plot Number BRAMBLE A7 AB Ag AIO Ali Al2 A13 Ala 6RAM PAT0i W32=Water Source � WEED PILE HR-Hunger Relief Plot RA=Resource Area /9"' 3r j �� CS=Community Space MH=Manhole Cover ' - wooDs rp�rdK nnwMrar. a REGENERATIVE DESIGN GROUP Grow FOOd Northampton Garden Plots Layout 2015 Eml,gi,al landscape Planning&She Design Clem Clay,Ewe N,Direttw Florence Or anic Communit Garden Date:January 22,2015 3o6 Maln Street 24S Mal,Stmel,She 20T g y Seale:l"=30'(printed 24"x36") Greenfield,LaA 01301 Nonhampt—MA 03060 140 Meadow street Or regenerativedasignBrou P.mm 8rP'.vF°°d^°rthn^WtPn.c°m 0' 15' 30' 6D' 90' I?0' Florence,Massachusetts 4onaoad TvxourolxlB 3lsaDOlnr Nr Ae�orroo8h I I STFEET r • —an w... /� - - MFO6EIIOMI •�� NEDalaDW � _ ��srz t-,A 1�GGEPDW — - — - - ,' vvaar wRrxv . ruN�mxaxr rruxe wv Rev i awr ru�Nxrvwur- z, ��NN qa i L4G j VR0.N I.YENUE - I,RN NVENVE •�y� Q° rt o y q, W g , �.w... - QN Mx Mx4k�r Rp i \ � wrtr.Veav WDR➢S _ rrtprrta h: nwr.H'. --�'�-- Grow Food Northampton Master Landscape Plan REGENERATIVE DESIGN GROU UIIVLOmI M E...u N Dlr— �'� Florence Organic Community Garden Sate:September to z4"x « m�gw,MA01061 g y Scale:1"=50 (printed 24 x36") arowr—p—, A010.N°m 140 Meadow Street �N. _• --- -------- Florence,Massachusetts o' 25' _ too• o zoo' Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es)and phone nurnber(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 7406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 7-2013 www.mass.gov/dia The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a 1 Congress Street, Suite 100 Boston, MA 02114-2017 S�•y www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Slt VCR_ _ Address: 12ATTL-C–,5�dA1"–C n U 6—_ 9�. P City/State/Zip: 2--C-W-77 //'I/t U(04,5 Phone #: 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 �loyees (full and/or part-time).* have hired the sub-contractors 6. F-1 New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.E] 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.F1 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. ' 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 thepolicy and job site information. Insurance Company Name: Policy# or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the 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. l do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: c/'`�`-'� �'�� Date: � � �U� ' 901 n Phone#: 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 #: Vreeland Design Associates An integrative approach to design engineering and site planning Date: August 6, 2015 To: Hank Silver Rattlesnake Gutter Timberworks 1 Rattlesnake Gutter Road Leverett, MA 01054 From: David Vreeland,P.E. Vreeland Design Associates Re: Grow Food Northampton: Structural review for proposed 16'x 22' Pavilion and 12'x 16' Garden Shed. Dear Hank, I have completed a structural review of the proposed 16'x 22' Open-air Pavilion and 12'x 16' Garden Shed.The timber frames will be constructed of eastern white pine with 8x8 eastern white cedar posts for the Pavilion secured to the piers or slab with Simpson 8x8 post bases. White oak sills will be bolted down to a slab for the Garden Shed with the 7x7 posts attached to the sill with a stub tenon and tied down with Simpson Hurricane Straps. 1" hardwood pegs will be use to secure the mortise and tenon joinery in both structures. 8" TimberLok structural screws or similar will be used to secure the rafters to top plates and the Pavilion ridge beam. 1 have done the necessary engineering and certify that the proposed timber framed Pavilion and Garden Shed as shown in the plans provided by you,meet the structural requirements of the current MA State Building Code, including the anchorage and water-resistant construction requirements for a Flood-hazard Zone. Please contact me if you have any questions or need additional information. Sincerely, �tHof 11% o� DAVID A. yG i VREELAND m ' y J CIVIL y David Vreeland, PE o NO.46317 Vreeland Design Associates 9°� FGjsTEP`����` b FSS/ONAL ENG 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 Rattlesnake Gutter Timberworks Hank Silver 1 Rattlesnake Gutter Road Leverett, MA 01054 Email: hanksilver @rgtimberworks.com Mobile: 917-902-2998 Unrestricted CSL# 108530 Proposed Structure at: Approximately 140 Meadow Street Florence, MA 01062 As required by FEMA Technical Bulletin 2/August 2008,this document provides a list of materials to be used in the proposed 12-foot by 16-foot agricultural storage shed. FLOOR: Cast-in-place concrete slab -conforming FEMA TB-2,page 7 WALLS: 2x8 White Oak mudsills - conforming FEMA TB-2,page 9 7x7 Eastern White Pine (EWP) posts -conforming FEMA TB-2,page 9 7x7 EWP top plates - conforming FEMA TB-2, page 9 7x9 EWP tie beams- conforming FEMA TB-2,page 9 1-inch Black Locust pegs - conforming FEMA TB-2,page 9 3x5 EWP knee braces - conforming FEMA TB-2, page 9 ROOF: 4x6 EWP rafters - conforming FEMA TB-2,page 9 1-inch EWP roof sheathing- conforming FEMA TB-2, page 9 29-gauge corrugated metal roofing- conforming FEMA TB-2, page 10 EXTERIOR WALL SHEATHING: 1x8 EWP shiplap boards - conforming FEMA TB-2,page 9 FASTENERS: All fasteners shall be of stainless steel or hot-dipped galvanized - conforming FEMA TB-2, page 12 Grow Food Northampton, 8/24/2015 IBC 2304.11.2.7 Posts or Columns: Posts or columns supporting permanent structures and supported by a concrete or masonry slab or footing that is in direct contact with the earth shall be of naturally durable material or preservative treated wood. Posts specified as 7x7 Eastern White Pine. Mudsill specified as 2x8 White Oak— naturally resistant to decay. 120.G.501.9 Recreational vehicles in a flood-hazard zone: No recreational vehicles are proposed to be stored at this site. 120.G.501.10 Alterations, renovation and repairs in a flood-hazard zone: No alteration, renovations or repairs to existing buildings are proposed. 120.G.501.11 Certifications and Plans for construction in a flood-hazard zone: Certifications and plans will be provided as required. 120.G.501.12 As-built elevation certification for construction in a flood-hazard zone: As-built elevation certification will be provided following construction as required. 120.G.501.13 Documentation -Water resistant construction in a flood-hazard zone: The proposed building is not proposed to be constructed in accordance with 780 CMR 120.G501.5 since no human occupancy is proposed. 120.G.601 High Hazard Zones 120.G.601.1 Construction in high-hazard zones (V Zones): This is not a High Hazard Zone 120.G.701 Coastal Dunes 120.G.701.1 Determination of Coastal Dunes. This is not a Coastal Dune. T REYNOLDS ENGINEERING I CIVIL ENGINEERS I PLANNING,DESIGN,AND PERMITTING SERVICES 152 Maplewood Terrace, Florence, MA 01062 1 PHONE:413-387-8078 I FAX:413-727-3477 terry@treynoldsengineering.com lwww.treynoldsengineering.com 3 of 3 Grow Food Northampton, 8/24/2015 square footage of the shed is 192 square feet. FEMA Technical Bulletin 1/August 2008 Openings in Foundation Walls and Walls of Enclosures Non-engineered openings are openings that are used to satisfy the prescriptive requirement that calls for 1 square inch of net open area for each square foot of enclosed area. A wide variety of options is available to satisfy the prescriptive requirements. The following requirements for installation apply regardless of whether engineered openings or non- engineered openings are used to satisfy the NFIP requirements (also see page 13, Requirements and Guidance for Installation of Openings): - Each enclosed area must have a minimum of two openings; if there are multiple enclosed areas, each area must have openings in its exterior walls, - The bottom of each opening must be no more than I foot above the higher of the interior or exterior grade immediately under the opening, and - Any screens, grates, grilles, fixed louvers, or other covers or devices must not block or impede the automatic flow of floodwaters into and out of the enclosed area. A 1x10 White Cedar watertable trim board will wrap the perimeter of the structure, starting at the height of the finished floor. White Cedar is naturally resistant to decay. 3-inch by 12-inch slots will be removed from the approximate center of the watertable,for a total combined length of 216 inches. The sliding door of the shed shall be raised a minimum of 1-inch off of the slab for it's 5 foot span,yielding an additional 60 square inches of net open area for a total net open area of 276 square inches, exceeding the minimum requirement of 192 square inches. (See attached diagram.) 120.G.501.5 Water-resistant construction in a flood-hazard zone: No human occupancy is proposed below the flood zone. 120.G.501.6 Repair or replacement of existing foundations in a flood-hazard zone: None proposed. 120.G.501.7 Protection of mechanical and electrical systems in a flood-hazard zone: No mechanical or electrical systems are proposed. 120.G.501.8 Construction materials, methods, and practices in a flood-hazard zone: Construction materials have been specified to be in compliance with Flood Damage-Resistant Materials Requirements for Building Located in Special Flood Hazard Areas in accordance with the National Flood Insurance Program, Technical Bulletin 2 1August 2008. FEMA Technical Bulletin 2/August 2008— Flood Damage Resistant Materials Requirements Structural materials are of solid wood, listed as "Resistant to floodwater damage from wetting and drying, but less durable when exposed to moving water"in Table 1 of FEMA Technical Bulletin 2/August 2008. All structural materials are of solid wood with the foundation being made of cast-in-place concrete, conforming to acceptable standards as listed on Table 2 of FEMA Technical Bulletin 2/August 2008. This Technical Bulletin, consistent with ASCE 24 and the International Code Series,recommends that stainless steel or hot-dip galvanized fasteners and connectors be used below the BFE in both inland (noncorrosive) and coastal (corrosive)areas. All fasteners below the BFE will be hot-dipped galvanized or stainless steel, as per FEMA Technical Bulletin 2/August 2008, Fasteners and Connectors. T REYNOLDS ENGINEERING I CIVIL ENGINEERS I PLANNING,DESIGN,AND PERMITTING SERVICES 152 Maplewood Terrace,Florence,MA 01062 1 PHONE:413-387-8078 I FAX:413-727-3477 terry@treynoldsengineering.com jwww.treynoldsengineering.com 2of3 T REYNOLDS ENGINEERING I CIVIL ENGINEERS I PLANNING,DESIGN,AND PERMITTING SERVICES 152 MAPLEWOOD TERRACE,FLORENCE,MA 01062 1 PHONE:413-387-80781 FAX:413-727-3477 terry @treynoldsengineering.com I www.treynoldsengineering.com OF MA IN TERRE CE REYNOLD NO. �'r IVI To: Grow Food Northampton .off From: Terrence Reynolds, P.E. /ON TT Subject: Floodplain Building Permit For Storage Shed, Approximate Location 140 Meadow Street, Florence, MA Date: 8/24/15 Based on review of Flood Insurance Rate Map Panel 251067 0001 A, Dated April 3,1978, the parcel at 140 Meadow Street Florence, MA is located in a A7 Flood zone with an estimated flood elevation of 243 feet. As a result the parcel is subject to Appendix "G" of the Massachusetts State Building Code. The following review of the building permit application package, dated August 2015 is for compliance with 780 CMR 120.G FLOOD-RESISTANT CONSTRUCTION AND CONSTRUCTION IN COASTAL DUNES (Appendix "G"). Each section has been reviewed for applicability and conformance. 120.G.401 Hazard Zones The site is in a Zone A flood-hazard zone and has a design flood-depth of 3 feet. 120.G.501 Flood Hazard Zones 120.G.501.1 Construction in flood-hazard zones (A Zones): 120.G.501.2 Elevation in a flood-hazard zone: Except as otherwise provided in 120.G.501, all buildings or structures, including new or replacement manufactured homes, erected or substantially improved within a flood-hazard zone shall be elevated so that the lowest floor is located at or above the base flood elevation. All basement/cellar floor surfaces shall be located at or above the base flood elevations. Exceptions: 1. Floors of occupancy in any use group, other than use group R, below the base flood elevation shall conform to 780 CMR 120.G.501.5.2. Floors of occupancies in any use group which are utilized solely for structure means of egress, incidental storage garages and parking, and which are located below the base flood elevation, shall conform to 780 CMR 120.G.501.4. This use is an incidental storage shed and is therefore except from needing to be located above the base flood elevation. 120.G.501.3 Anchorage in a flood-hazard zone: The proposed building is anchored by means of a slab-on-grade foundation as appended to this submittal. The proposed structure is anchored to the foundation by Simpson STHD10 strap-tie holdowns at each post location, secured by hot-dipped galvanized 10d nails into the posts and cast-in- place into the foundation. 120.G.501.4 Enclosures below base flood elevation in a flood-hazard zone: Enclosed spaces in this structure are not intended for human occupancy as the proposed building is for incidental storage. The design includes measures to equalize hydrostatic forces resulting from the entry and exit of floodwaters. Non-engineered vents designed to permit the passage of floodwaters will be installed with a ratio of at least one square inch net open area per square foot of area. The overall 1 of 3 42"20'19". 72"41'25„ 42020'19". 72040'06 42019'23".1 72"41'25" NAD83 42"19'23"? 72"40'06" Tip' 1 /2 1 MILE Noor- 1000 0 1 000 2000 3000 4000 FEET Printed from TOPO! @1998 Wildflower Productions ( w.topo.corn,) APPROXIMATE SCALE 1000 0 1000 FEET 1 �� � ® NATNiNAL FLOOD INSURANCE PROGRAM Z FLOOD INSURANCE RATE MAP O CITY OF NORTHAMPTON, ZONE B Qe � ,, MASSACHUSETTS y HAMPSHIRE COUNTY .4� COMMUNITY-PANEL NUMBER 250161 0001 A PAGE 1 OF 2 237 ISEE MAP INDEX FOR PAGES NOT PRINTED) ROAD Dam 227 EFFECTIVE APRIL 3,1978 o ` 2_15 ST P ZONE A7 214 Z QRK Sr 9� P� ,� STREET � 4/3/78 jr $ p O m o � �RM6 � 0 3 � MAPLE — NORT U.S.DEPARTMENT OF HOUSING Tok ST AND URBAN DEVELOPMENT P\, FEDERAL INSURANCE ADMINISTRATION This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Line. This map does not reflect changes 206 or amendments which may have been made subsequent to the date on the 206 title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at w-w msc.fcma.gov Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes O No Cr SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, ' /Cr11 Brit _ < 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. _ t� ,(�CJ 13 Signature of Owner Date as Owner/Authorized 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. Print Name n- Signature of Owner Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: .�N I� L License Number i *TTLr%,jA(L6 �stT�� �o 4p � Leuc- .f�T7� � O(G (j � ���_ Address Expiration bate &L-E �� U�---- 917- 902 )1 998_ Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes No 0 Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): _ _ Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by ro S I LOT p` Building Department Lot Size 11 • 1 AC4C-s Frontage Setbacks Front Side L: " R: L: R: Rear Building Height Bldg. Square Footage % ( 2 Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Hasa Special Permit/Variance/Findin ever been issued for/on the site? NO © DONT KNOW YES Q IF YES, date issued: IF YES: Was the permit recorded at the Reg' try of Deeds? NO 0 DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained © , Date Issued: C. Do any signs exist on the property? YES NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excay ion,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description Enter a brief description here. Ti MS6fZ- F124/` ED 67AF-Pit tJ 5 h« D Of Proposed Work: ! W 11 H f�` r X �(o fT FooTFt(N? ON SLOB' O,J 'G,"db :604+7(W SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 113 ❑ B Business ❑ 2A ❑ E Educational ❑ 26 I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 38 ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: _ Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): _ SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(so 1st 1st 9 1. 2nd 2nd 3`d 3`d 4th 4th Total Area(so © Total Proposed New Construction(so Total Height(ft) 6 Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public Private ❑ Zone Outside Flood Zone[] Municipal ❑ On site disposal systemRj Versionl.7 Commercial Building Permit May 15,2000 De�tiitt tas�r ity of Northampton ttdipf P I; Tiding Department �tiu#/Ixt�iy " AUG 252015 ') 212 Main Street lvil< l Room 100 Ali - ,� hampton, MA 01060 Two Sits ofntr � Lle ..--- ` "` - 87-1240 Fax 413-587-1272 rt APPLICATION TO CONSTRUCT, REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Afro X. aovAtss ; Map as 13 Lot 6 ( ( Unit I Lf o M 6*mw z ,ai� zone overlay District l LoA Elm St District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) /' Fr fl >�yd� Current Mailing Address: yid - D ZI-7 / Signature � <' 7 Telephone 2.2 Authorized Aaent: PANV– LVOL ,�s �I�6_ (Avzz�2 ,r�rAP Name(Print) Current Mailing Address: Il �/ L eve 2 IE-TT , /4 A- Ol p Signature ���F-- Telephone — - SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 000 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) Check Number 6P70 This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File# BP-2016-0238 APPLICANT/CONTACT PERSON HANK SILVER ADDRESS/PHONE 1 RATTLESNAKE GUTTER RD LEVERETT01054(917)902-2998 PROPERTY LOCATION 140 MEADOW ST MAP 22B PARCEL 011 001 ZONE URA(103)/WSP(101)/WP(97)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid n Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 12 X 16 SHED New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 108530 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOPfATION 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 f 3 r Signature of Building Official Date / b, 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. a 140 MEADOW ST BP-2016-0238 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 22B-011 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Categ_orv: Shed BUILDING PERMIT Permit# BP-2016-0238 Project# JS-2016-000395 Est. Cost: $16000.00 Fee: $100.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: HANK SILVER 108530 Lot Size(sq. ft.): 758161.80 Owner: TRUST FOR PUBLIC LAND THE C/O GROW FOOD NORTHAMPTON INC Zoning: URA(103)/WSP(101)/WP(97) Applicant: HANK SILVER AT. 140 MEADOW ST Applicant Address: Phone: Insurance: 1 RATTLESNAKE GUTTER RD (917) 902-2998 Liability LEVERETTMA01054 ISSUED ON.91912015 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT 12 X 16 SHED 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 9/9/2015 0:00:00 $100.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner