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07-015 (3) BP-2023-0937 372 NORTH FARMS RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 07-015-001 CITY OF NORTHAMPTON Permit: Acc Structure PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-0937 PERMISSION IS HEREBY GRANTED TO: Project# WORKSHOP 2023 Contractor: License: Est. Cost: 69000 Const.Class: Exp.Date: Use Group: Owner: WILSON MINSKY, LAURA KEAYS & BRAHM Lot Size (sq.ft.) Zoning: WP/WSP Applicant: WILSON MINSKY, LAURA KEAYS &BRAHM Applicant Address Phone: Insurance: 372 NORTH FARMS RD FLORENCE, MA 01062 ISSUED ON: 07/25/2023 TO PERFORM THE FOLLOWING WORK: BUILD NEW WORKSHOP 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fees Paid: $282.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner • File #BP-2023-0937 APPLICANT/CONTACT PERSON:MINSKY, LAURA KEAYS &BRAHM WILSON 372 NORTH FARMS RD FLORENCE, MA 01062 PROPERTY LOCATION 372 NORTH FARMS RD MAP:LOT 07-015-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $282.00 Type of Construction: BUILD NEW WORKSHOP New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade% THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: k Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Speci.l Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Va nce* Received&Recorded at Registry of Deeds Proof Enclose Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water P4 tability Board of Health Permit from Conservation Commission Permit fro CB Architecture Committee Permit from Elm Street Commission Permit DP Storm Water Management Demolition Delay ter\an., ' 71/Z/2_ Signatarc of 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. f n qird Eill(a-V -,1-- 1/140.4.., lC E-VE The Commonwealth of Massa, use, . , z Board of Building Regu C e i lations a I Sta,7:1 t. r OR �1 Massachusetts State e,Building USEALITY r Building Permit Application To Construct,Re•air, to., - • •- . �� Rev:.ed Mar 2011 One-or Two-Family Dwe i :41Cn y� DrNG 1NBp , This Section For Official Use Only �'�'Mq of ONs Building Permit Number: BP- a3 0937 Date Applied: I �i0, 9 , b P'S, ����a Signature l ' Dafe SECTION 1:SITE INFORMATION ✓ 1.1 Property Address � 1.2 Assessors Map& Parcel Numbers '12 Now rllAS 120ao4 1.1a Is this an accepted street?yes / no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensi ns: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1. Sewage Disposal System: Public 0 Private CIZone: _ Outside Flood Zone? M nicipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP iffirilffil-B rail m (Aii I SQ r. CIO r.e4ic t, )10(2 Z Name(Print) City,State,ZIP $12, t{oeh-fc.nvtc poaq 911 ill '7213 (, 0rannI ns kyelimaa. CG'w No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(ch ck all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) • Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other •• Specify: Brief Descripti!. ork2: e)u.41dd ►1.Qw t uo✓r�hop on 1J a R+.. c 1 ota. a F SECTION 4:ESTIMATED CONSTRUCTION OSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.MUM $ 65,o o O 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electri $ • �' 0 Standard City/Town Application Fee i 0 Total Project Costa(Item 6)x multiplier x 3. P $ / V 0 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Total All F . $ � Suppression) rs . / Check No. Check Amou (N Cash Amount: $ (//C I D� ❑Paid in Full 0 Outstanding Balance Due: City of Northampton C,�mr,fr. Massachusetts ��� lc.,-..5, t 4 ` DEPARTMENT OF BUILDING INSPECTIONS - .1"' 212 Mai`ri-Street • Municipal Building �f, Northampton, MA 01060 id,�ti .=g% ;� PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR NEW 1 & 2 FAMILY DWELLING, ADDITIONS, POOLS, DECKS, ACCESSORY STRUCTURES, FENCES, GROUND MOUNTED SOLAR, ETC. I. Building Permit Application signed by legal owner and filled out by owner or authorized agent. 2. One set of plans and specifications of proposed work. (Digital and hard copy) 3. Site plan with location of proposed structure(s) and set backs. 4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker's Compensation Insurance Affidavit filled out and signed by applicant. 6. Contractors must supply a copy of CS License, HIC Registration and proof of Liability Insurance. 7. Energy Conservation Compliance Certificate (new/ replacement windows). 8. Home Owner's License Exemption Form filled out and signed by Homeowner (if applicable). 9. Note any Conservation and/or special permit requirements (if applicable). 10. Driveway Permit (if applicable). 11. Proof of Water and Sewer entry fees paid (if applicable). 12. Trench Permit - public land by DPW/ private land by Building Dept. 13. Stretch Energy Code - all new construction will require a HERS Rater Affidavit to be submitted with permit application before issuance of permit. 14. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton. 0'66 f) (it(D CAP r i 1 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description U Unrestricted(Buildings up to 35,000 Cu. ft.) City/Town,State,ZIP R Restricted 1&2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No.and Street Email address City/Town,State,ZIP Telephone SECTION 6: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 0 No .0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,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. Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. —2,311111 atI r NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of ha f/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" CITY OF NORTHAMPTON S MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE City of Northampton Massachusetts r�-- pp ,, DEPARTMENT OF BUILDING INSPECTIONS r ‘• cift (--- ..rj212 Main Street • Municipal Building !,�... ;��,''i Northampton, MA 01060 P4'11V r) CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: i' �A- 1 11"/V- 112-4 • k.d 4h 0,-A "1 1 / \A o1OG6 The debris will be transported by: • v Name of Hauler: k\AN\i`J` � X V Signature of Applicant: Date: 1-7 /-1 The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite /00 Boston,MA 02114-2017 most mass.gowdia 'g IN kers" Compensation Insurance Affidavit:Builders/ContractorstElectriclantiPlumbers. BF FILED WO II T DE PERNIIIIING AUTHOR' Applicant Information Please Print Lcibh Nartle IBusaiess,Urganization ik.tuat): LA&re1/4 •\.6' Address: 9519- -flAcA•vs 72-baq City,State/Zip:: rip rtiA u-e_ MA 0106?—Phone 9t1 ati 1.P->7 3 Are au an rtstpleyte Check the appnapriate hot: Type of project(required), la I am a iatipt,:ya wtitt empkv.eet-s fail=dirt part-titne0 7_ El New construction 1 am a auk proprietor or pannership and Istive nu employees iivirrkinti tor me in 8_ 0 Remodeling any eapacity„No orkt.T$'comp.inatiranee reaturretij 9. D Demolition I ni a Wilk-V.410:3 it'sing all work myself.[No workers'eon}, insurance required]° 0 El Building addition l‘ leam.a homeowner and will be hiring cam:it-Mrs;u conduct all wink on my property. twill ertsuie that all contractors either have workers'cora:pow:um insomnia:or are sole I .C3 Electrical repairs or additions propnetorswith no oriployeirs. I 2,1:Plumbing repairs or additions ..,C3 I am um...7a]contractor and I have hired the sub-euntraetors Listed Oa the intaehed sheet. 13 Roof repairs 'Mem:uib-corstrsiesors have employees and hav e'workers'comp.insurance.; 14,00ther 60 Via are a corporation and its officers have eximitised their right of etamphutt per MICil 4.. .`„,1 4 i,and Ike haVti no t-sraployers,[Nu workers'comp.insurance rcquIrva-i An applicani that clueeks bat I traast atso iili out thc stection bclutu stowing then warier,',:ornpcnsation poII Infix-mutton, *blinnenwnen who submit dos allidaiit indicating they an doing all work and then hire outside contractors must submit a new affidavit inelieahrw such. tf:s.ontraciors that cheek this Iv%mutt attached an additional%heti showing the name of elt:sub-cortaatittrt and stare wader or not those sattitict kat.: ctriployet-.), If the NU11-4:oritra.:turs have L-Inpliy!eca,they must prov'ide then workers'viinup policy number I um en -mplover that is providing workers compensation insurance for my employees. Below is the policy and job site infOrntation. Insurance Company Name: Policy#or Self-ins.Lic,#: Expiration Date: VtotS City;State.,Zip0 fteA-kce AAA-- 6 1062 -)--- Attack of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152. §25A is a criminal violation punishable by a fine up to SI,500.00 and or one-year imprisonment as well as civil penalties in the fiinn of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. A copy of this statement may be forwarded to the Otlice of Investigations of the DIA tbr insurance coverage verification. I do hereby cer fy wider the pests and penalties of perjury that the information provided above l.a true and correct Signaturel 111111111La] -1/; Official use only.. Do not write in this area.to be completed by city or town official City or Town PermitiLicense# Issuing Authority(circle one): I. Board of Health 2.Building Department 3.Cityriown Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: rt� City of Northampton Massachusetts 't r DEPARTMENT OF BUILDING INSPECTIONS ° 212 Main Street • Municipal Building Northampton, MA 01060 �;•sia�, � % 9 pMEOWNERS'EXEMPTION ELIGIBILITY AFFIDAVIT I 'L a V M I S' r ins.rt full legal name), born $ (insert month, day, year), hereby depose and state the foll ng: 1. I am seeking a building permit pursuant to the homeowners' exemption to the permit requirements of the Massachusetts State Building Code, codified at 780 CMR 110.R5.1. .1, in connection with a project or work on a parcel of land to which I hold legal title. 2. I am not engaged in, and the project or work for which I am seeking he aforementioned homeowners'exemption, does not involve the field erection of manufactured buildings constru'ted in accordance with 780 CMR 110.R3. 3. I qualify under the State Building Code's definition of"homeowner" 's defined at 780 CMR 110.R5.1.2: Person(s)who owns a parcel of land on which he/she resides (o r intends to reside, on which there is, or is intended to be, a one-or two-family dwelling, attached or d-tached structures accessory to such use and/or farm structures. A person who constructs more than o e home in a two-year period shall not be considered a home owner. 4. I do not hold a valid Massachusetts construction supervision licens• and, except to the extent that I qualify for and will abide by the Massachusetts State Building Code's requirem= is for the supervision of the project or work on my parcel, I am not engaged in construction supervision in co ection with any project or work involving construction, reconstruction, alteration, repair, removal or demoliti.n involving any activity regulated by any provision of the Massachusetts State Building Code. 5. If I engage any other person or persons for hire in connection wit the aforementioned project or work on my parcel, I acknowledge that I am required to and will act as the supery or for said project or work. Signed under the pains and penalties of perjury on this n day of C 2023 (Signature) .N. \-111,6„, , , St-Cs. PLAN 1 J., e0, ?KOensEP wo K of 72 tv a KIH 'FA gAA s is.!0r-.7--turf r0 , A KENNETT/ LFR.4rchIteZt -3F-23 A. STRONG LINL)A E. SONG ?OK 1494 PAGE 257 ap©. 4N BOOK 68 PAGE 72 2_\ a PO: 07_OS2—OOY _ '�'-<. az� t11 - O 3°3.91' lc i .w. JH ,ç 4YQRSMOF i , l r r ; P 7Mw 2 L7 r .. p Mttl.'Sl.tsank . —I sET6 Ki 1 ' ' GA1;JkC mMc• aor In ! .o 2 \ ,..9 ///i.,i____..171 i \ • „�r4., OCL/NG o 372 NOf t .! ',i�4 gRMS RU _—�- W y • ' \ ii:A,• FA ;ems S "" - "G r J ..., \ •� R-5t-t0YE•. CAvw ., • a7 r i� aawx.wormy '`J ?s n ! a c Q NAIL 1W 24 ELE�1 Slump • 0.07'.n s l. \. }ZES £p ,.‘:I. .N cu� � ns NAIL !N g.1UMP 'tom ELE.=Y01.38' SfAI ,�?B,, c�A- —^--� epp" GU7. wL 1' sr� 4S4r S I82 57'30" W< 149.55' - •o sy O SM2 2 CS U O o o I BO 7NERIN� v FIVEASK I { OK 123 8 RAGE 232Ir- BOOK 53 PA�c 242 J ti 4.� Your Confirmation number is 2023071723130 Date of Confirmation: 7/17/2023 NOTE: When paying by ACH (Checking) it will take two business days for the payment to be debited from your bank account. Your account number is not verified until this payment is presented to your bank. They have the right to return this payment if unable to process this transaction against your account. Your request for payment(s) of$285.95 has been received and is subject to approval by your financial institution. No email was entered so a confirmation was not sent. Account Information Payment Information Name: LAURA K MINSKY Payment Type: Credit Card Note: QUICK PAY TRANSACTION Payer Name: LAURA K MINSKY Card Number: Transaction Information Transaction Quantity Amount Fee Payment Type City of Northampton - Building 1 $282.00 $3.95 Credit Card Department Misc. QP Permit Option: Building-Zoning-Sheet Metal Permits Full Name: LAURA MINSKY Phone: 917-841-7273 Property Address: 372 NORTH FARMS RD Notes: Total: $285.95 Privacy-Terms Concrete Notes 1. Poured concrete foundation walls shall be 8"thick with 2#4 RE in upper and lower 12"of walls. N Footing shall be 16"wide x 8"deep andQriinimum of 48"be111.111111 IF 2. All concrete shall have the following minimum 28-day compressive strengths F'C, W/C ratios and t a slumps: s CONCRETE CLASS F'C W/C ratio SLUMP ENTRAINED AIR =`_g All concrete except as noted otherwise 3000 0.5 4 IN. NONE FOUNDATION PLAN ce u o Concrete for exterior slabs<steps&ramps 4000 0.45 4 IN. 6%MAXIMUM O 1/4= v-o" di fig. 32'-0• f ref 3 4' 3. Calcium chloride shall not be used in any admixtures for r _ z; steel-reinforced conc. :: .• ,.... ; . . ... ; o All concrete exposed to the weather shall be air entrained. • 4. Reinforcing bars shall conform to ASTM A615,Grade 60,new .,• z g t billet steel. -1" i 5. Welded wire fabric(WWF)shall conform to ASTM A185. i 6.Clear concrete cover shall be provided for all reinforcement as follows: v DEPRESS WALL SLAB ON GRADE ..' a 0 Concrete poured against earth: 3 inches ., FOR DOOR EL-0' '• N 0 ce Concrete exposed to earth or weather: 1-Y2 inches(#5&SMALLER); } •• - Y 2 inches(#6&BIGGER) re re Concrete not exposed to earth or weather: 3/4 inches(#11&SMALLER) 0 <LL o Slabs on grade: 2 inches @ BOTTOM 1 inch @TOP • 3'-4' 8'-8" 3'-4• 3'-8" w = a 7. Horizontal reinforcing shall be continuous in all walls;lap bars 48 bar ' 0 o diameters;provide 90 degree corner bars. Vertical reinforcing as - • • •• • • • '° 23.11W —'••' '••. a z z required in walls over 8 feet high. I i • 0 N n 8. Install foam roll sill gasket and 2x8 pressure treated sill. Anchor bolts FFORRDOOR ; .'• � a rn shall be 1/2"diameter and min. 12"long located 12"from corners and 4' O.C.minimum 2 per wall.Space anchor bolts to avoid posts and studs. Provide dovetails and sleeves as required by future utilities and all other ---` penetrations. . 9. Floor slabs on grade shall be 4"thick with 6x6#10 w.w.f located in g upper third of slab over 4"XPS insulation and 6 mil polyethyleneI a vapor barrier and a minimum of 6"uniform size washed stone Z"to 12" LLAB ON GRADE FORb. RDOORWALL O diameter with no fine particles. < 10. Slab edges to be thermally broken with 2"XPS rigid insulation. D • 0 . — U DATE DRAWN: • 06-22-23 REVISED 0. • •- ..: . T.O.W. 2'-0" j, 3.-4" 1, 4.-4" 1, A i TYPICAL Overview 0 0 This is a 32'x 28'timber frame house in a classic dutch house design with a drop tie and bent spacing evenly at 4'. Joinery Notes 0 - o '- �i' , 0)1' � Timbers shown in these drawings are Eastern ,��/" ' ,� /�,�� �; ®.� White Pine,#2 or better. '� � � f; �� � ��= �f � All pegs are 13/16" : k;:erence 1/4, -. ' lit n � _�' � �' ' � �L� ■� slb. All joinery in this frame is laid out 1.5"/1.5".The Lt, ,' 1 o a \ only exceptions are bents 4 and 7 lean-to ties. `/ ice ` I != !� k'‘-r- ,'. faces. Timber List / �J '�i ,�1 Q �pw J "� • Posts and Studs have 4"(nom.)long tenons on the 7 , Sills Long: 3 @ 6x6x18' ! j 'I, / top with a single peg, 1.5"off the shoulder and Sills Short. 7 @ 6x6x16' 1� ./ �' • I I ' nominally centered in the tenon. Post and stud Ties 9 @ 8x10x16' �. ■ i i` bottoms have 1 1/2"long stub tenons laid out Main Posts: 18 @ 6x8x12' = I_ 1.5/1.5",with 2"relish at sill ends where Plates Long: 2 @ 6x8x20' immioftsm appropriate. Plates-Short. 2 @ 6x8x16' Braces. 9 @ 3x6x10' Tie Beams have 5 1/4"long tenons with two pegs. Studs: 10 @ 4x6x8' The upper peg is 1.5"off the shoulder and 2"down Curved Braces: 2 @ 3x7x6' (Naturally curved slabs) from reference.The lower peg is 3"off the shoulder Collars: 7 @ 4x7x10'(Organic-saw on two sides 4"thick slab) and 7.5"down from reference. End Collars: 2 @ 6x6x10' Rafters: 34 @ 2x12x18' The braces are 45-degree braces.All braces have 3/4 Plywood: 2 Sheets a 3"(nom.)long barefaced tenon with a single peg Lean-To laid out 1.5"off the shoulder and 2"back from the Posts: 7 @ 6x6x8' nose. Crotched Posts: 2 Slabbed at 6"thick Plates-Short: 1 @ 6x8x20' Cut all mortises 1/8"deeper and all tenons 1/8"shy Plates-Long: 1 @ 6x8x16' SOUTHEAST PERSPECTIVE of nominal. Studs: 4 @ 4x6x8 Looking Northwest Outshot Ties-1 &9:2 @ 6x6x12' Outshot Ties-4&7:2 @ 6x7x12'(Organic-saw on two sides 6"thick slab) Braces: 1 @ 3x6x10' Rafters: 18@ 2x12x16' April 29,2023 32'x28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive 1 SOUTHWEST PERSPECTIVE Looking Northeast 1'01 '\ilkikid\4\A 41 A •4 #0,4 vl loNt4e,ANN4tt.\\,‘:\,4 \ A 1 k t VA 76:1,1-fl.. Vill. \VV.I.7\\T'\iA"-' vik �� I/ ,i vs44\tt.sys4A:\\� It Top Plate Ai� : III gi ler,, I` :a ri r 7 1 1 1; Wall Brace rD �� ir rIii i p NORTHWEST PERSPECTIVE Ik . 1. I _ south, - . Wall = �.� ' Post , �r 1 1 esi ■ -� ,ilk '' v ` Collar V A? — /Common Rafter o//,t, South Wall /�� •AP k 4.A.:1\ i ./ //11 Lean-to % / ellif ��' � l �� Tie Beam 'i , • ', / IIilj ` Bent Brace ,' f ■ r I _ Outshot TieIl 1 j Lean-to Post :r- 111 Studs North V%, \ft` Post ftlimi N0,7 4,1 B nt Sill �i (Cea�wa/i \Nest gll ■ April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Perspectives 2 SILL PLAN Plan View 4'-0" 4'-0" 4'-0"------4,-0" ' 4'-0" 4'-0" ' 4'-0"—.f-- 4,-0" - f 4 e e e e I34i e g • 0 0 - I 0 0 v -3'-4"—d ea = 0 � C N ,r 0 • o 0 3'-4" b o e e • w of le e o a 4'-0"---- z -4'-0" ' 4'-0" 4'-0"-- < 4'-0" 4'-0" r 4'-0" - z -4'-0"- 32'-0" -- Scale:1/4"=1'-0" April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Floor Plan 3 2" 1 1/2" II *A WEST(BENT 1) ELEVATION A. \ \ Looking East 2 "" 811aZ 3„ o -/---/ coN y o 0 1 1/2" 2" 5 1/2" r i 1 is N 12 6' 12 C • 0 4 N 1'-0" t 2'-6" 12 ,. o *D 4.5 'B 10" 6 81/4" A--.- ' i i i 1 2.-6"— N s iB N t i ov3 ' / 4'0" 4'0" 4 0„ 4,_0 a_0 4'0" 4'0" ,. 28'0„ 3?� 2" m. it I Scale:1/4"=1'-0" S7," April29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive • Bent 1 Elevation 4 BENT 1 SECTION Looking West 1 1/2" 11/2" C 1 1/2" ,/ ul 2 ` 5 1J2" N 0 4 1 1/2 8'2" 3,_8, 6" 6 N v I D - I N - iD m 6" 8„ r 11/2" 11/2", © 1 1/2" 4'-0" z 4'40„- _/_ 4'-0" ' 4'-0" 28'-0" —' 6" Scale:1/4"=1'-0" ..-'' b" 8 April 29,2023 32'X28'ECO DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 1 Section 5 BENT 2 SECTION Looking East iz iz� ihiii\ 4.5[ c o, f O o_ M 0 CV - N 63 r 12'-0" / 16'-0" _ -i Scale:1/4"=1'-0" April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 2 Section 6 BENT 3 SECTION Looking East iz tz Allihk,....\ii a i 4 000000/00000, Lz 2 O o_ c� ri N \ o r„,3 63 s. M Scale:1/4"=1'-0" April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 3 Section 7 i .E BENT 4 SECTION Looking East /-47/8"-4- 0 p t 3" to i 7 10 1/2"Max. 1 1/2" - 1 1/2" 5 /2" I2, r, 1 1/2" 12isi- 12 ,,, 2„ a+ O AL\ b I -5 1/4" l2 4.5 c rn F _..111141111II I o "F a 10 1/2"Max. " .5S 1/2 {{ 1 1 r Q N I Scale:1/4"=1'-0" April 29,2023 32'x 28'EGO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 4 Section 8 "G BENT 5 SECTION 2" /•/ Looking West 1 1/2„ 1 1/2" -4111111111111.1111.10.11116. s Al\ G, l0 O n O 1 1/2" O Co 6 1/4" , r\, , 111.11101111111111111. 1 1/2" ,),1 ,-Z 7/8"�` ' ./ -16'-0"- / 1 2,_0" / s 0 \ 1 1/2" c,\\\ 3,3,, o / 2" Scale:1/4"=1'-0" 1@" April 29,2023 32'x 28'EGO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 5 Section 9 BENT 6 SECTION Looking East lz AllkiN 12 . 0 �U 12 c 4.5 1 •S co 2p o v 8 1/4" i io Irr-:,3 a a 1•2-0" - - - - 16'0" Scale:1/4"=1'-0" April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 6 Section 10 BENT 7 SECTION Looking East 12 1111 12 / i6 141111\ a '7' 12 c < 45r - C 2 O - -v 10 1/2"Max I kt 12'-0 16'-0" __ i Scale:1/4"=1'-0" April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 7 Section 11 BENT 8 SECTION Looking East 12 12 o�j 12 r; 5 --\\\ 4.5 O J M 4 O -co ■ 1 2'-0' 16'-0 Scale:1/4"=1'-0" April 29,2023 32 x 28'Eco-ourcH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 8 Section 12 "H Stud Too BENT 9 ELEVATION Looking West 4" 0 3 7/8" 1 1/2" 1 1/2" IIIItItttttttIttttIttrrlI1 3/8" • • 11/2" 4111011111.1P 40000* 1 12'. 6.-2" -3'-8"— 6'-2" Stud Bottom *I I 0 m ' • . • ••..... "\\\ 28.0.' Scale:1/4"=1'-0" April 29,2023 32'x 28 EGO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive Bent 9 Elevation 13 NORTH LONGITUDINAL SECTION Looking North -,-2'-0"t 2'-0"-# Typ I I I , . i f a. 1 1 I I C I El f f f f f f ( f f f f •,,i' - . . o 7 a 0 7 I i a N• . N 4 4 4 4 I. 4 4 4 , ■ _ V s- - 4'-0" 4'-0' / 4'0" 4'-0" 4'-0„ --' 4'-0" '-- 4'-0" ' 4'-0" ' 32'-0" Scale:1/4"=r'-0" April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive North Section-North 14 NORTH LONGITUDINAL SECTION Looking South 81/4" • •/\c; . ,N . . .P. N. o / 2'-6" , o ;l : p: 0: : 0: :0 , p: ; : : 0: : 0: N m 3-4 3-4 t ' 4'-0" / 4'-0" / 4'-0" 4'-0" 4'-0" ' 4'-0" /-- 4'-0" ' 4'-0" ' ' - 32'-0" Scale:1/4"=1'-0" April 29,2023 32'x 28'EGO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive North Section-South 15 SOUTH LONGITUDINAL SECTION Looking South 2'_0" , 2.-0 2 0. 1, ..,...H i I 1/.• • • N..7 N••i N , . 7 , .,....$ . . 1, , „, ao 4 0 0 0 4 0 0 0 3 4" 4.0 4'-0" - / 4'-0" / - 4'-0" / - 4'-0" / 4'-0" 4'-0" 4'-0" 32'-0" Scale:1/4"=1'-0" April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive South Section-South 16 SOUTH ELEVATION Looking North 8 1/4" • 6�\�6 ., N. \: Nf . . \ 0, *--2'-6" , 1 : 10 :0 : 1 , : 0. 11 : .0 1 9 N Eo I '` 3'-4"__ 1 4'0" / 4'-0" / —4'-0" K 4'-0" , 4'-0" 4'-0" , 4'-0" / 4'-0" ----- - 32'-0" Scale:1/4"=1'-0" April 29,2023 32'x 28'ECO-DUTCH THE HEARTWOOD SCHOOL Timber Frame Intensive South Elevation-North 17