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22B-067 (4) BP-2022-0537 215 SPRING ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 22B-067-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0537 PERMISSIONIS HEREBY GRANTED TO: Project# RENO BARN/ADDITION Contractor: License: Est. Cost: 237000 DANIEL PEDERSEN 106194 Const.Class: Exp.Date:06/07/2023 Use Group: Owner: GROW FOOD NORTHAMPTON INC Lot Size (sq.ft.) Zoning: WP/WSP Applicant: DANIEL PEDERSEN Applicant Address Phone: Insurance: 64 VILLAGE HILL RD (413)531-9026 WILLIAMSBURG, MA 01096 ISSUED ON:05/20/2022 TO PERFORM THE FOLLOWING WORK: RENO BARN AND ADD WASHROOM ADDITION 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: Q • Fees Paid: S1,659.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner File #BP-2022-0537 2—6k APPLICANT/CONTACT PERSON:DANIEL PEDERSEN 64 VILLAGE HILL RD WILLIAMSBURG, MA 01096(413)531-9026 PROPERTY LOCATION 215 SPRING ST MAP:LOT 22B-067-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $1,659.00 Type of Construction: RENO BARN AND ADD WASHROOM All New Construction ,-q Non Structural Renovations it t)ij Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan THE LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF MATION PRESENTED: Approved 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 SpecialPennit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance*_ Received&Recorded at Registry of Deeds Proof Enclosed Other Perm its 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 Signature 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. RECEIVED-- 1 . MAY 1620 The Commonwealth of Massa u tts"i 'iz " - * 7 Office of Public Safety and Inspec ' ns r-, E 10 S Massachusetts State Building Code(780 R�Fa1Q WIttib t Building Permit Application for any Building other than a nee. 7R� (This Section For Official Use Only) Building Permit Number: a- .-5 V Date Applied: Building Official: SECTION 1:LOCATION No.and Street City/Town Zip Code Name of Buildin (if applicable) 2IS SrP n/S Si. flor� cer (ri Son -r Glover 'wry Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here 0 or check all that apply in the two rows below Existing Building 1i3- Repair 0 Alteration 0 Addition 0-*' Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes ! No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No B" Brief Description of Proposed Work Y`EA g Q. etaar )013:/\9 axe G1.nol Lvr',54/r[AAN/r,S LJC Pi SLrear+-. Cad i l V a✓‘ SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): /11 Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft) /3y G )? ]7 Total Area(sq.ft)and Total Height(ft) 2-(023 SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business.tit E: Educational 0 F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile-s R: Residential R-ID R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA IBti IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV VA VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public Si Check if outside Flood Zoned Indicate municipals A trench will not be Licensed Disposal Site 0 Private 0 or indentify Zone: or on site system 0 required�P trench or specify: Q permit is enclosed 0 ('1, ql4 w; (Zd 'o Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable-CI Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or Ne3@] Yes 0 No 19 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: i i SECTION 9: PROPERTY OWNER AUTHORIZATION Name /and Address of Property Owner P Akt Name(Print) No.and Street / City/Town Zip Property Owner Contact Information: 913 _>VL Ter-7 - - F -rers 6- C-1\14r. .,.-,c.,-J c4).,-ear,,. Title Telephone No.(business) Telephone No. (cell) e-mail address Cc.),," If applicable,the property owner hereby authorizes: Da lieI Ngt5-44 . 69 Village )4111 N ( ;��;„,,.56 M1A,. 0/O?6 Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here O. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) LU.4-ra ) Lck /13- 5/9 57 9? #n.35- Nam (Registrant)) Telephone No. e-mail address egistration Number I lO V�(Fr t. Hal a-d . AM 6/ Al A. ojOoz. 11 rz ti, L-b Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor �1 'rY erp iAbI ►rIc . Company Name bt t e ( CSC-- I o 61'j' (t.� t I c. ►66 0) `f Name of Person 1eP,6sponsible for Construction License No. and Type if Applicable 6Y Vill . -e lid ( ed ,, 1,„, 1i, o->Ms ) 1..r� �A oiog� Street Address City/Town J State Zip 9(1- 3] 4'o2 > - - aat,_ofr,@rockuffv.q, (.cot Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the ' uance of the building permit. Is a signed Affidavit submitted with this application? Yes No CI SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $ 2 00/ a c'o Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ /I, 00 o appropriate municipal factor)=$ . 3.Plumbing $ /0, 00 a "l v a O c 4.Mechanical (HVAC) $ / Note:Minimum fee=$� )�'1 (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ 237, GO 0 (contact municipality)and write check number here a030 SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT 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 t of my knowledge and understanding. _.140_js.__pc _, _±_,Q,, r 4►3 53( _ 9oz-6 Please print and sign name Title Telephone No. Date to 11 tI 1l s- SA QA - 11;o-+,.Slrn-v-j MA °17:96 ice_-ohefockc#net4,(.Gvr Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: '�'r "�-- �' T I �� �D Name -- a i �, i City of Northampton r Massachusetts ,," .' i{t@ w; L. i DEPARTMENT OF BUILDING INSPECTIONS r' I h�a�' ' 212 Main Street • Municipal Building yJQ, b~ ♦ � � Northampton, MA 01060 rsMfy \^4`c 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: 2 AN r,Fi- L 8-.\ba i,e,r / w ?/ei 0-e (- -i The debris will be transported by: Name of Hauler: iv) ' vq ids , '^ �A Signature of Applicant: Date: 576 " ZZ The Commonwealth of Massachusetts --- t Department of Industrial Accidents i 1 Congress Street,Suite 100 ='r p= "•" Boston,MA 02114-2017 z:.nr www.mass.govldia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumber.. I'D HE FILED WITH THE PE1LM11 I`IN(:Art HORIT1. .lnnlikant Information Please Print Le iblh Name(BusincssIo ganiizat 'individual): /M6e jpc7tn-kt n c - /Dail e? ,!"¢D Address: f,{( Vt.(l City/State/Zip: Li'.I 1,ct"Sic•b\r5,MA• 0 JG 16 Phone#: q/3---C, —T Q--6 Are yes an employer?Cheri/tie appropriate but: Type of project(required): 1.01 am a employer with _ employees(full andiorpet-time).• 7. Er New construction 2 Q I am a acne proprietor or pmtaership and have no employees working for rue in 8. El-Remodeling any capacity_[No waters'comp.izaura sue required-] 30 tam a homeowner doing all work myself. [No workers'co .insurance reelturt d.[" 9. Demolition 4.01 am a homeowner and will be hiring onatratturs to conduct all work un my property. 1 nil (0 Iuiidittg addition homeowner ensure that aU contractors either have wrortteri'compensation insurance or arc auk 1 I a Electrical repairs or additions proprietors w ith nu employees. 12.0 Plumbing repairs or additions 5C1 I ant a general contractor and I have hired the sub-contractors hated on the quashed sheet 130 Roof repairs These subcontractors have employees and have workers'amp.insurance.: tt. 'e are a corporation and its otficces have exercised the a right of exemption per MtiL c. 14. Other 152.ti 11i),and we have no raupluyees.[No weaken'comp.insurance requited) 'sty applicant that checks but u 1 musz abo fdl'our die section below showing their wutkcrs'cumpcmuttun pulley mfavnaiun. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors mat submit a new affidavit indicating such. :Contractors that check this box must attached an adabtiunal sheet showing the name of the stib•cuattra:rorsand state whether or nut those entities have empluyees. If the sub-cuntractars hays.employees./lacy ttrusi provide their worker..'comp.policy nwn.c I am an employer that is providing rr.orliers'compensation insurance for my employees. Below is the policy and job site information. Insurance Conipsans Nam.: Policy'#or Self ins. Lie.#: Expiration Date. Job Site Address: City/State/Zip: Attach a cops of the workers'compensation polies declaration page(showing the policy number and expiration date). Failure to secure coverage as requited under MGL c. 152,§25A is a criminal violation punishable by a fine up to S1,500.00 andor one-year imprisonment,as well as civil penalties in the farm 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 Office of Investigations of the DIA for insurance coverage verification. I do hereby rcr :• nil he pains onrl pe'nolti +of perjury*that the information provided above is true and correct. Signature: 1 Date. e)'� �2— Phone:,: y/ 33/_qa2 if 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): I. Board of Health 2.Building Department 3.City-tow Clerk 4. Electrical Inspector 5. Plumbing Inspector b.Other Contact Person: Phone b: Initial Construction Control Document To be submitted with the building permit application by a K Registered Design Professional• for work per the 9th edition of the ►,� Y y Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Crimson &Clover Farm-Barn Addtion Date:5/16/2022 Property Address: Crimson & Clover Farm,215 Spring St.,Florence,MA Project: Check(x)one or both as applicable: -x New construction x Existing Construction Project description: Minor Renovations to the existing Barn and an Addition for a new washroom with loft. I,Laura Fitch, MA Registration Number: 8835 Expiration date: 8/22,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': x Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic ,;>,c Dnpoy signature and seal: Q7 "'E F'ry NNiarsi Phone number: 413-549-5799oF Email: lfitch@facdarchitects.com - �L _y Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD G G S / SIDE YARD �� SIDE YARD ZSS FRONT SETBACK FRONTAGE Appendix 1 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical / 8 Plumbing(include local connections) l 9 Gas(Natural,Propane,Medical or other) 10 Surveyed Site Plan(Utilities,Wetland,etc.) 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program / 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report % 17 Architectural Access Review(521 CMR) 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation ,r 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction. Registered Professional Contact Information - 3 S' Lcit. �,�c - t113 -$S,t- 579y Name(Registrant) Telephone No. e-mail address Registration Number I Io Po I p;b NiII Q7 . /1 l crs-bMr. /11q 0/002 Arc►,;be 1-4 Street Address City/Town State Zip Discipline Expiration Date - - Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date - - Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Please follow this link for construction control forms to be used by Registered Design Professionals. CRIMSON AND CLOVER BARN RENOVATION CC w 215 SPRING ST, FLORENCE, MA. INDEX OF DRAWINGS o Z 0.0 TITLE PAGE Architects. 0.1 EGRESS PLANS•CODE Q < C< Laura Fitch,AIA,LEER BD+C A-1.0 FOUNDATION PLAN Z > (I) L 0111 Fitch Architecture&Community9 A-1.1A WAS HH ROO MM PLAN Design,Inc. A-1.1 FI ROO P < 0 Z 110 Pulpit Hill Road,Amherst,MA 01002 A-1.2 LOFT PLAN Z W Z U (413)549-5799 A-1.3 ROOF PLAN O Et d W Ihtch anfacdarchitects.com A-2.1 S•E ELEVATIONS cc A-22 N.W ELEVATIONS 0 A-5.1 BUILDING SECTIONS A-52 BUILDING SECTIONS 0 m N LL A-4.1 WALL SECTION EXISTING BARN w Q/ A-4.2 WALLSECnON NEW ADDITION jjjj A-4.3 WALL SECTION NEW ADDITION ez V j /4 `�1/ A-4.4 WALL SECTION NEW ADDITION %% % A-4.5 TRENCH DRAIN DETAIL A-5.1 WINDOW SCHEDULE S,g1 gqp //�% A-5.2 DOOR SCHEDULE Z S d EXISTING BARN 5-1.1 FRAMING LOFT PLAN I s d. NEW WASHROOM ADDITION 5-1.2 FRAMING ROOF PLAN W p[ F i f6 B / co = OV ei`t 265' / PIPE TRENCH AND PERIMETER Amme Li AD DRAINS TO DAYLIGHT, cC CONFIRM ROVIE WITH OWNER U 111..41 I I ro i W / L � � ` No 88sr '�n:11 noes ' MDFRB 44�je' /44ti% MAY12,2022 �/� //j\j /////// REVISIONS i 265 / //i^/ 255 PROJECT NUMBER:20-15 DRAWN BY:SM TITLE PAGE 0 20 40 CO 80 100 FT r��.� . . — — CD SITEPLAN j, O.O • • — ENE Scale:l'-30'-0' r EXISTING BARN 2n4 FLOOR AREA(GROUP M): PROPOSED WASHROOM 2nd FLOOR AREA(GROUP B): CODE SUMMARY CC 1277 SF•/-(INTERIOR MINUS STAIR) 560 SF./-(INTERIOR MINUS STAIR) 60SF/OCC.•21.3 OCCUPANTS 100 SF/OCC.•5.6 OCCUPANTS 3-I SE AND OCCUPANCY CLASSIFICATION IBC 304 Business Group B Food prxming establishment-not O Z w _ _ 19 more than 2,500 SF. J O lS. I -_ __-_--_ IBC 309 Muonklle GroupM Markets V II 1Ewsoug Barn Ara Caku4tlem Oz New Washroom Area Cakulatlwn Oac Tahl Ara Calculations m Orc Q Q '�^a�a 1 I�I ..I,I aC ___ (Group M) (Interior) (Group B) (Interior) (Inferior) > y/ reu"'n�•M+.i. •, 1�C'�, -Post Floor 1,346 SF 22A FPR Floor 879 SF 8.8 First Floor 2.2255F 312 O /tier ICI LJ - 'I I 0 W Tl TO q.,��N�2 IT '�- _ ._ 5000nd Floor 1,277 SF 21.3 Second now 5605E 5.6 Second Floor_ t8575F 26.9 (� II T'ra -V ii .�FG E Total 2,6235F 43.7 Total 1,439 SF 14.4 ToNI 4.062 SF 58.1 Z W �+ F'` A coy b Ocea' Z ;B 4.1 cP'ci ;h' a so ,k ;r7b (I) Z n. W I Ir Rs•�'9jp. <FG SpTOiOFS7- ( 9-FIRE PROTECTION SYSTEMS CC II .�` 1({- "14,� 'q0. Nam.Amendment)Table 903.20Crupanry Automatic Z tO 0 y 70•;•�', EXIT® a5'; -i a. (} Sclnkler Requlrrments re,. Exrerr Exbting loam and New Washroom do not need in Automatic tNs I Sprinkler System beaux both spaw am less than 12,000 SF and 7,500 SF per Chapter 148 Section 26G. W Z eL _ hi _ _ Y ,`,� , IBC 9061 PortableFlre Exklnpuisher.Portable fire extinguishers V shill be Installed In groups Band M. L�i y µ,I C] IBC 907 Flee Alarms and Detection Syafems.According to F� $ sections907.2.2 Group B and 907.2.7 Group M,manual(Ire = Z ] 2/i alarm systems are not eequoed»the combined maximum occupancy load for both stories is less than 500 people. W! F 1 g" 6 L J Q LA SECOND FLOOR EGRESS PN V+ Q ° R Sae:1/8"•1'-0" 10-MEANS OF EGRESS = W 1 pa 8C 100412 MAXIMUM Floor Area Allowanres Pet°crunt, Li Q Business Areas:100 SF/Occupant I. _ Mercantile: 60 SF/Occupant siimw ter- 45 g isr 'ss m I3C 1006 2,15oares With One Exit or Exit Accna Doorway EXISTING BARN 1st FLOOR AREA(GROUP M): PROPOSED WASHROOM 1st FLOOR AREA(GROUP B): Occupancy upancy Mu.Occupant Epos d � Tile"patl'°f B1 �� Egret ihsd gat) W 1196 SF c/-(INTERIOR.MINUS COOLER) 692 SF./-(INTERIOR,MINUS COOLER) M 49 75 A 60SF/OCC.•19.9 OCCUPANTS 100 SF/OCC.••6.92 OCCUPANTS B 49 100 Om ` tam MERpf `C IL-7__, __�_a__J__„1_-,_� I a 1 IBC 10062(2)StoHa With One Exit orArento One Exit �'; '- I'a-L1 1 _ � 0 - --- >T for Other Orrupanrie,According to Table 1006.2(2)the B I �� I I I,!x x second Roots of the Existing Barn and the New Washroom must :_i*fa t+�--4�. EGRESS PATH••49'd- be connected In older to proNde a second Exit Access from the I \ i second Boor of the Existing Barn,as the total Path of Egress )NOF EGRESS PATH•39'••/ �` -� r Trmlexceeds75'-0'.,\'0, I p��r 1 I JBC10131 Ex14Stpm E>uts and exk acws doors shall be markedMAY 12,2022 I1 , ��,�� ® r O �eess havel.11r path of ogresbandto exlbandwk�hn nut sREVISIONS.�\ shall be marked byreadily sitbleexitsigns bclearly Indicatethe �wAR o12,• �\':a r __ directionofegrosMoelin4+ewheretheextorthepathofQ'\a J_LegrestravlIsnotImmediatelyvisibletotheoccuapanis. ' O — " I _ T�"" Exceptions: ,,�\� 1.Eon sl mate not aired in rooms orarcas that ��-�l) requireg onlyone o�Utoeexk acces. % � EGROS PATH•28'-7'•/-� `�_ 'TOTAL•66'-7'•/- MUM'?NUMBER:20-15 �-1 r —_( -- OMWNBY:SM i I I 1 i EGRESS PLANS+ L -ICODE ® ® OFIRST FLOOR EGRESS PLAN Sc3le:1/8"•1'-0" 0 1 + ElkAas ® 11' UJ > Z O0 O• < I— § Z > Cr) I I Q0UE Li I I PENMETERDRAIN APPROX.LOCATION OF Z Z Z C.) I I NEW TRENOI DRAIN O W N Z I LOCATION OF FOOTINGS WITH CLEAN-OVF.RICH ¢ IIlL��EL L UNDER NEW POSTS I CONCRETE RID. COZ Ry W 1 ,u) /LPL/ 0 CO CV U- I I' �---,scALrvEWITH w Z I Wir POVNDATIO WAIF r EI PITCHED TO 70 DAYLIGHT. Q p L_J I , �' 4 �� }} t 44 ♦ F- 2 fl I CVT NEW OP � OPENING IN *r ---� 1 DOOR _ 2 ) 4 1 EXISTING STEM WALL FOR i 1 1 S I NEW DOOR OPENING I L_J 0'-0• W o F`Y 1 I I I fy qtn' I I < .C. U e< T - PITCH WASHROOM Cl)�+ FLOOR TO DRAIN •Q I yl I ISOLATE SW UNDER I ISLA • LNES OF CUT STEM F.U.I. ,TOP OF WALL $ COOLER DUSTINGWALL I I W/A IINSULMION FOR DOORORNINGS � „•.D LL _N P AMOUR i 1rI millCe I 1 /WA ! I I A� I'1_` r91 I1V ® li i L_ ,u�I I I POSTS ATSTAIRR �J %fry\ I S II c§'-7 Sy 1 I I 0)r �� No 863�5 4 h E•8u.,— / 30•-O / MAY 12,2022 REVISIONS I NUMBER DATE / PROJECT NU BER 20-IS EL;) DRAWN BY:SM 0 VP FOUNDATION PLAN OFOUNDATION PLAN 7' ; 1 Scale:3/16'•1'-0" / A-1. AIM Alf /11li Iy > Z N O � O Up Pr 127 ir Er II" ro•-la./- 10-10./. 1O'-u•./- 1. ia-1o•./- JI�I Z '^ I FAVAL EOVAL EOVAL I EOVAL "I Y-0• 8'-0• 8'-0• b'-O Q y Lif I I I I IO pw � z I Fvit/RF i PORCH H I •• • ACTING =• PMENTON WHEELS •EAM WITH POSTSliF Cl) a.I i SALOON'DOORS TO ALLOW FOR FUMBLE AT BOTH ENDS 2 ZCl) ILN I I WORK AREA ® it i,01.11.4 e'_o.uw m_ m=i` ' 'u -- UoONI� aar INFlLLfXTE1RIOR WALL I I I I Ill 2'-4k5'-2• 2'-!YA'fi 01 -C 1��''� 01-•5 _. _ \\ AT OUSTING WINDOW I I I F-Ble-0.SAW CHESTCOOLER CHESTCc7LA �rr.$• 1_. rri.= A' I HORSE TABLE HORSE TABLV I S GAL 11/B WITT� W Z LOCATION 1 —.. I i RV CAO I,�'j� STO OVIlET PIPE TN V I\ I I I B0.VSH ES 2• NEW POSTS AND BEAMS I I I A, V► I II FOUNDATION LL �/T AT NEW STAIR OPENING • I I\- 1 II PITCHED TO DA GHT. W L_J I NEW POST TO CARRY Elif _ %PELCkCilii 9 E I' iA P EXISTING ELECTRIC I II NEW RIDGE BEAM TO sown ; '�-CHKKC••1 11 I EXISTINGFWNDATION ___�_�_ _76RFr_ _ iC.i• APPROX.LOUTI¢N OF 2 Z— j s 4 ENTRANCE AND METER I. 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REVISIONS - NUMBER DATE (01-02-D) (01-i3-D) ►11 4,0" 7's• 7,6' Y4• WDW MOVE I I PROJECT NUMBER:20-15 DRAWN BY SM WASH ROOM PLAN O WASHROOM PLAN r - i Scale:3/8"•1'-O" A-1.1A NW ® IX W > O0 ZOv) 2 ui IELE131RE APPROX.LOCATION Z W RTH FACING NC SKV O Ce 0- W PORCH ROOF OF3 NORKYUGHTS I ABOVE,4 r'p/ 5,6' NEW M Z fn POST VNDER ` �/ KRIM I RIDGE BEAM — 5 O •'• i 02 iA 02-7d I H ' Q r J Till U m N LL IC LI �� 111 ,,f .. n7f,/ 1 7 1. ,,/,ia>z et,Jr, �t w Z 111 REMOVE iRD LOFT - -- - a `7 Z 11 1 1 III ADD SPRAY FOAMLEVEL TO ROOF - - r I OPEN TO BELO 1'- a SS p MILS/HMF WALLS I I �J,,,,,,,,.,, J' `l POSIT TO HEADER W OG 0 F 1 III r l.J F w _ NDRNLS BOTH SIDE�I' STORAGE WINDOW ABOVE- yy OF STAIRS WITH 12. III IFMPLOYFEONLYl PUCE ORINFlLI! CO < V >?< E EXTENSIONS PER CODE.1' •HIGH GAM r - - _._..®. 2-. .I. 'IfIII > 2RISERSATl1/2••/- RAILS/HALF WALLS q U O oW II �;I I MOVE AND WIDEN II ,, EXISTING DOOR —.—.—.�.z:i._.z:_ ._-_.�r�-- z-.z.—.—. 0]-<w-E` LL II ':I1 •'KING Jb.01 � �_/ B'i• 3-0• S`N II " it BusERS {Il. 1 I' v f,,,,,,,! ix • DN. �} W Mir III II %�',' --J t(02-01-0) III II I M III II. '/s,5.F,°FA III 4DD�., -� (lam No 8825 A Al /02-01-A, 02-03-A . 1, INOF NE OF COOLER TE NDMILS BATH IT IT PATCH FLOOR AT BELOW CENTERLINE OF SIDES OF STAIR WI STH J_. _R, REMOVED STAIRCASE ROOF PEAK 12•EXTENSIONS PER Pam' IIDISE DEMO ACCESS TO CODE. MAY 12,2022 DOQCH Y00E BED LEVEL LOFT M REVISIONS NUMBER GTE 11 15-1• I I PROJECT NUMBER 20-ID 4° DRAM BY:SM Ali Ark LOFT PLAN ,O SECOND FLOOR PLANkale3/16'•1'-0" 4 A-1.2 131 VW Ce O0 Ur: ZWZU I BDOFOF RR1AEFORcN NEW ICE AND WATER SHIELD /� AND FLASHING AT UC Z Ry W ROOF/WALL INTERSECTION ` ♦U) Ce 1 Ce Q r O `�- ------ 0 0 CO N LL - .y .1.7irtit"4---.72 Z,1-471..". -.-.-- , 1I I 1 o H MOCNIMNEI'.Lw I I. �. ® 0 ; V Z FF> x I 1;i % iI I VI 2 v E f is ' i. 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I Z O U ~ Q _I _ i , lil l z > u) 2 ZOO ® I ® ®' ASHEDUNESOFFUTUREZ Z W • FUTURE PORCH /LU y NFILLAT REMOVED coI� 0- /�y ` -I �- ` J WINDOW LOCATION /2 Z V/ LL ~OM 1II e '. ■� `:.�e ■ : T 7" Er�ALLit 'y' M` I 'o- C nt ti t:6 ct p 1° ° `i t' --IT I i i p uj V eel ■n .� - �� � I 1 III; II llll lll I I I I I I I I I I p; ;; 1 I 1 H = Z Illi w kell 1 ‘ sr.. ® NORTH ELEVATION ~ L.L- v L., u : r-' OScale:3/16"-1c0" 2 W 1...L.4 ---P a E ..:t4AED'wOy REEF GLAZING GREATER �• :- p,PEF/ TNANIVAFOVE FLOOR ,-(Y. psJ rCi I (#W No 8835 nN80 III '6',410F DASHED ONES OF WM MOM FlI J nJRE PORCH ■`■i FlJSVIIE FIDIICII /..C•2R.-- Est MAY12,2022 , �— - REVISIONS Y�-�'' II ` ` NUMBER DATE Ir TI , I ` PROJECT NU/Eik 20-15 DRAWN EY:SPA �L; 4 I -1 Ii WEST ELEVATION N+yy ELEVATIONS 12 I. w-1,/- JrWAY O Scale,3/16"•1'-O" 444 ' A-2.2 st"1 ish 'a. W REMOVE ODINNO MD //`` > Z 1EN110Rf100TSAND ='- �. i� O O FLOOR BOARDS RR QZZU QccE2Z j ' V \ CLQ � � U m N IL ZR .11 :, cL V 6 IMMO __-- =IIII=IIII- i=iNINS _- — — - _ ___.. ._______-s. IIII=IIII' U 1=IIII—IIII=IIIIII=IIII11111111=IIII=IIII=IIII IIII=IIII=IIII=111=1111=11%111= mIIIIm t 1 'IIII=IIII=IIII=IIII=IIII1111=111=1111=1111=1111=III=IIII=IIII=IIII=IIII=1111=1111=11_I1=1111=IC SECTION THRU EXISTING BARN = g1 1=IIII=IIIIIIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII IIIIIIII=IIII=1T=1111=IIII=IIII=IIII=IIII= 1 — 1111-1111=1�II-1�11? 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IS NO WORK 1=1111=1111=1111=1111=1111=1111=1111=III WALL SECTION 11111111=1111=1111=1111T111111!El • • • wM _1111=1111= tD'•/- 1111=IIII=111111111111=1111=1111=III p p II11=I111=1111=11' EXISTING BARN i ° ! 11=11111111=1IMNI11IIII=1111=1111 • , • 1=1111=1111MIlr 11=III IIII=1111=IIII=1111•.- S..I. ..•..• .• .• :. .. �11=11111III IIII IIII IIIIIIII IIII IIIIIII IIII IIIII�II III p ' p. I IIIIIIIIIIIII11111= FOUNDATION DETAIL 1111 1111=1111=1111=1111 nB=nn nn=nn=m=mi=BB=Bn=nn=nn EXISTING BARN WALL O4 Scale t t/z"•1'-0" A_4, '� 1 �III-V8=1111=1111 11=1111 11111111=11I1-- 11111RI1111=1111 -T •__ _- 1=IIu=1111=1111=1111=1111=1111=1111=IIILO Swle:3/4"-t'O' I ..4 iiAMINO II 7. --OFANB RSAHEOLA GFT RHAINNGD RJB MTEITAL RO-OF . ... 0W . NEWROCON5TRUCON(145) i 00 I=< <r li VENTED CAVITY < 0 0 al t -wo we- ---.E. .-.0 195..-.. -825'CLOSED CELL FOAM -8'OPEN CELL FOAM -/ .. z Luz z o ._...h , _SMART VAPOR RETARDER 0 Et fre Z .....• h—. ---.4. di' • !*IS -1"PK PINE BOARD CEIIJ NG METAL DRIP co w ' 1.--7....-..---.1 2 Z if) ce ,;.._.....- NEW WALL CONSTRUCTION. APPLIED EAVE WITH AIR,'" 1 7,•"""" C) ROOF VENT DETAIL cr < In -VERTICAL TIrG SIDING VENTED SOFFIT 1•111.-1 0 03 N U- P 6-•-• .,-...... HORIZONTAL 244 NAILERS AT 24'0.C.CONNECTF-D YVITH LONG 1.11W-4 0,-.01111. 01110.-1 akTIMBESLLOCKS • 4-.611. 411181.-1 LeJ Z NgP 8 V.,1 4 --• -ON SHEATHING --DN...2x6 STUD.WALL WM-I-CELLULOSE--- I 1._.ON•-1 a u z / I :::::: 17'4-11 1 -INTIRIOR FINISH;FRP AT LOWER LEVEL '4 -"- •-- 1... 1 e.100 C) EAVE DETAIL • Scaie:1 1/2"-1'-0" W t 111 1 41.14.is Li z•• g 111 LASED CELL OR LU 0-wile NETTED DENSE PACKED Cl) • 'A ww....411.11111111."‘ .". CELL_ULOSE,TBD. --i FRP CEILING IY 8 ....._ ,_... , ...._ C) WALL SECTION 2 -c Scare.3/4'-V-0' 4 R'' W I 11114 0, fLei 1.I.i "I 2 * • v CL 8 •. ---- 1.---- NEWS -4LAB CONCONCRETE SLABSTRUCTION, •1-M. II 104111W-1_..... 0 FLOOR DETAIL * * ' V Scale:11/2"-1'-0" 1 rail :_--______ _ON 2'RIGID INSULAllON -ON 6 MIL POLY VAPOR.BARRIER. • NW -ON 6'GRAVEL N8ecIF -- . . i WI-I 4111."1.1 eeee- i Pi 1 --.4iie-- --,-------, . A. rkl iniiii rJ ,... i• .: 1 :.i 2'RIGID FOAM N MAY12,2022 II, BLACKING AND FRP 1 .' 'II( § ! REVISIONS • • NUMBER DATE 1111-=iiii=u=m1=1111-ir 47- .• , .. .. .. .. .. .. .. • .• -,-_Itmilli-.71111- 1111-±-1111 : . , to g I a' SLAB EDGE " Z 1111--1111--11-- IIII---IIII- III •• ,s,•00-/se0o.....ci:Vo.•0...o:0-.-0.v.00:0-....,,-.,7,, x .•I . :NI INSULATION -•••-1111===-11110111- 1111101g----- • • IRI*1•14•46BliAll'e%;0?Qc:ggig*IP4BF*Fai• 1111-- 1111=L=.--=1111-- I1W-111• '; 111-=-HMIM11=-1111- 1111-m1111---1111- 111--%ill 4,1 • .Eli • E-1111=-1111 .1111,--- IIII--IIIIE •. .1m11111111VIIP1111=-1111---1111-1111- 1111-1111-1111 1111P-1111111 .41-1111---- 111.•__ 1.741-- Er---41. 11M-1111----1111 -1111---1111-=1111- 1111 ; -1111 -1111=-1111=-1111=1111=-1111 u • . :: .°. . `.' '.' . !. PROJECT NUMBER:20-13 § 2 P-111101111---11W-1111-m-IIII0-• : ---III1=-11110111 -1111-----1110-11M--IIIIIIII -IIII---IIII g-1111-.---1111:---111111111111F-.:1111all . !!. .• 4 X 1111-MIIM11117-=-1111- 111171 : • 111111M-1111-=1111 -1111ff---1111M1111--M1111 ---1111-2-=-1111m 111;---=1111===--1111- 1111;:=-1110-1111M1111 A. ! r4N DRAWN 1ER 5M WI,F=--illi==111111H--7-,' .• ) 1111-- 1111--%111-=-"-Illif=-11M1111-±11MliM1110-1111 EIPIMIIIIM.1111- 1111- 1111-MIIIPZ---11 • 1110-1111 -lill -P6=Pj ' 1111a1111-=-1111 -1111-f---111111111111--- 1111 -1111 -1111---4: 111'±-11111111ff---1111 -1111-=111M1111 • • ' .°°.°0.°:°.°0.°:°.°.C • WALL SECTION . MIIW-1111T----11111-111117=-1111f---1111-=-1111m1111mIlll'mll11 E-I1117.-11111111----7=1111m1111--m-Illlm-11 a . a. ° -0_,-,2,-K: )°C *6 1111w-IIII -1111e00 1 ,1111-'=--1111==-1111 -1111 -11117-1111=-1111=1111-11117.1111— 111- 11111111==-1111 -11101111-w--1111 . ,e1P-111*,..m.,--41---1 •Tal , NEW ADDMON -.1111,-------liii- r6r1 i ‘-i .•illi-m-ilii-- iii_ iii!_-- fiiiii- iiiolii:-_-_-iiiimliii-miiii-mii • 1 milw_iiiimIlii -4017-_iimilif- - 1111----1111--11114 0‘-096 7---1111 -1110111- C) WALL SECTION 111m1111-mIll1==-1111-_-=1111- 1111=1111 A 1111,----1111m1111m1111m1111- 1111- E-1111--''==1.1==-'111-m1111-m1111P-11 • • 111m1111-m-1111m1111-m-1111m1111-0 FOUNDATION DETAIL _..,._ All-mlI11-== p0001. . * 110[111--±-•1111m111 11-71111:-----1111-M11- 111-----IIIMIIMMIIII -1111- 1111-E Scale:3/4"-V-0' .11--,---• •-- -1111M1111M-101 . Hir±1111--€1111W-IIMIIIMI1 Sca •1 1/2'-V-0'' A-4.2 .i.immiliouvogim-,01115mtidiviimk -111_,, _,1111_,----110._-1111-mli .„ . ,,,IBMIIIIMMIMIIIIMIIW-BOM le. 1,-_Flii=1111 .--1111B--_--1111 1111=1111=1111=1111=--IIII=0" II1 Ce > O Z op . a < < 1.- FLASHING < 00tii h AIR SPACE 1/8 PLYWOOD BAFFLE Z Z Z Li.' , 0 O ce GC Z FABRAL GRANDPJB CLOSED CELL FOAM Z METAL ROOF W U.) 0 OPEN CELL FOAM W < N. —i 0 CO (Ni Li. 14'T.11 —A- METAL FLASHING BY ---- ROOF MANUFACIVRER 14.1 Z ,f---- x A ...7,-._ . ......-...4........_ _... __ _________. • I r-- rieiMIW...ME/".S.M3in,1 v, 0, 1‘ 1111111MIWAIIII; SMART VAPORIAIR BARRIER I n . . 1, ' _old r-o• 1._ .._) o x t I 1 IollIMINIIMIONINIMMI1Wr4MLI IIIM LL. I 110.." 11 CAULK SHEATHING TO STUDS ot-Itl TO TRANSITION AIR BARRIER LL 1 NW EXISTING RAKE DETAIL ,-Elle, era!,v TO CEIU NG PLANE LLI .,..,is.- At - 3c-41e:11/2"-V-0' 11111.0.-04 13. .4( • ... A '.1 • '. /I' I, irAbljA '-wileli 0 ADDITION RAKE DETAIL e scale:i 1/2"-1-0' No 8835 Iii \st/.471 .:: .E p rl 7 n _ n ri 1 ak II .. 1 I 11!1120.Hit 1111__,N NW 'E: MAY12,2022 E. Il REVISIONS NUMBER DATE S. •\-----,t+,---n-t•-- II 11111 _1 _ILMIII . 1 Ni111111111111111Tialraillii IIIM i 111 I 1 1 rA PROJECT NUMBER:20-1S I 1 DRAWN BY:SM I reg.ri \ „1 IR P. WALL SECTION IS NEW ADDITION X lft. .gra;1 .-..111 SW— STING RAKE CD ADDITION RAKE A-4.3 le:3/4"-V-0" Scate:3/4"•V-0" Ce w > z O 0 U p Z > CI) 2 < 00w Z_ o 2Zu) Ct Q. 62Q � O UmNLL SANITARY TEE JUST OUTSIDE CUSTOM 24504'DIAMOND BUILDING FOR EASY PLATE STEEL CAP, CLEANING OF CLOGS REINFORCED WITH AN'X' L0J Z REMOVABLE SECTIONED a 0 �+ 2•-0• STEEL GRATES o =IIII=uo=1111 -on=1111=1m=11 i A I o _ s IIIIIIII=III =IIII=IIII=IIII=11f1= . , Z a -IIII-IIII=IIII= IIIII=IIII1-111 11 �' SLOPE W g l & on: :.••• .moo. p x E =IIII=IIII=III IIII=IIII=IIII=IIII= A 1 :....' .M • pp IIII=IIII=11f1= 1IIII=IIII1111E-11 • • 1[•�• Ug. (/) ¢ vR1 II=IIII=-1111III =IIII=IIII=IIII=IIII= �• '•41 ;` •� ENE CONCRETE BED S5'. _ W 55 GALLON PLASTIC 1V6 •=IIII=IIII-IIII= I=IIII=IIII=1111E-11 0 o l�ll�, 56 �: ' I7.1! V O E 11=IIII=T=1 =IIII=IIII=IIII=IIII= 11-11 • ••••nil ,, •I •-•lt' =•il�•',• •1 •c•-•i0I ` E v g EIIII=IIII=III i=IIII=IIII=1111E-11 11-1111E-1 • 1- I• ',-• 40 •�.I I IIII=IIII= 45 11-IIII-IIII ,{� IIII=IIII=IIII=��2 Eu"=��'� - "• II • _ li` II-IIII y _ _-� IIIIIIIIIIIIIIII' DAYUGHT t- SLOPEA .._...__..... _ _ .I„�I II iilluu IIII iiii=iiil i--uil III iTi 1 Tn=uu=IIII=IIII=1111=II u=nn=IIII=IIII=IIII=IIII=IIII-IIII-IIII= IIII IIII III 1 a AI =""-""-""- —MI—MI - W IIIIIIIIIIIIIIII=IIII=IIII=IIII-1111E-11 IIII1111E-1 11=111:,L II% II III- QTRENCHDRAINPETAIL 4wLETPIPE1111111 11 111sae,,/z ,-oIIIII-1Ti 1 u l�u uul c�s. =IIII=IIII=IIII=IIII=IIII=IIII=IIII= IP .A . -IIII= _ 11=1111E-1111=IIII=IIII=IIII=111140 IIII=IIII IIII=+. IIII= 90 DEGREE ELBOW ovr ET NoeBSS =IIII=IIII=IIII=IIII-IIII=IIIIaW IIII=1111E-1 II-IIII t. 111=1 C4'BELOW INLET) M r II=IIII-IIII-IIII-IIII III -IIII-IIII IIII=I' 11111i 12'ABOVE BOTTOM OF TUB IIII=IIII-IIII=1lII IIi1=1i11-1 II=IIII ' II11= Ma II=IIIIIIII=IIII O '11111111 IIIIIIII=IIII-IIII=IIII=IIII-IIII=IIII=IIII=IIII= FOR ACCUMULATION OF DIRT EIIII=IIII-IIII= IIII=1111E-1 9 IIII a1111 a IIII, IIII__„IIII t1111,u1111=-11I1 „1111= 84.-e. II=III11111 00 =1111=IIII 21111E-1111=1 -. - 1 MAY 12,2022 IiIIII=IIII- O o ' i o o' IIII =IIII=IIII=1111 -11 I�III1111111111111111111 p o 0 0 IIII= REVISIONS '1=IIII=IIII-11II� °O O L, �' ° d IIII II Nu►•eR we'1111:#1II-IIII=1r=,lilf=TUfffii111IIIIIIII-IIII-IIII- - PROJECTNIM!!R 20-15 DRAWN NY:SM TRENCH DRAIN DETAIL A-4.5 Window Schedule >1 cc w 6 Exieper Sash S PR Operation- Exterior Casing: Exterior Finish: Interior Frame: Interior Smelt Interior Trim: Z s LoceGon OperationPROPOSED Glazing Materiel and Finish Material and Color Materiel and Finish Material and Finish Material and Finish Manufacturer Comments > O 01- 01- B BARN Double Hung 01- 02- D WASHROOM N/A Fixed Glees TEMPERED U H 01- 03- D WASHROOM N/A Fixed Glees TEMPERED 0 Q F' 01- 04- C WASHROOM N/A Double Hung WITH TRANSOM Z ^ 01- 00- C WASHROOM N/A Double Hung WITH TRANSOM < O (Dui 01- 00- C WASHROOM N/A Double Hung WITH TRANSOM 01- 07• C WASHROOM N/A Double Hung WITH TRANSOM Z w NZN v 01- 00• B BARN Double Hung Q Li.N Ce Z 01- 00- B BARN Double Hung (� Cl. W 01- 10- B BARN Double Hung cCZ Ce 01- 11- B BARN Double Hung ry 5 Ig) 0 01- 12- B BARN Double Hung C.) 03 N LL 02- 01- A BARN Double Hung 02- 02- A BARN Double Hung 02- 03- A BARN Double Hung 02- 04- D WASHROOM N/A Fixed Mesa TEMPERED CL V ru 02- 00- D WASHROOM N/A Fixed Glass TEMPERED 02- 00- E WASHROOM N/A Double Hung 02- 07- A BARN Double Hung i Ct 02- 08- A BARN Double Hung F-IMm = t l yaa b R 02- 00- A BARN Double Hung 5:1 d 02- 10- E BARN Double Hungr� 02- 11- E BARN Double Hung W p Z&F 02- 12- E BARN Double Hung Cl) < '9 E I v S INC 2406.4 Hazardous locations V`, Li 0 O 24406.4.2 Cloning adlarnnt to doors Glazing in in t s. 4 2 Individual fixed or operable panel adlacent to a door where the nearest vertical f the glazing is with a 74-inch(610 mm)arc of either vertical edge of the door in a closed position and where the botton LLi exposed edge of the glazing Is lea than 60 Inches (1524 mm)above the walking surface shall be CIE considered to be a hazardous location. ,'rAto,ARc,,. ,:�,'4,' E.F0 / 3 ' n 2406.4 In windows Glazing in an >f 3 °i`-* operable panel that meets all of the No 5835 \ following conditions shall be considered to be a anires v hazardous location: ���� 2'-10' / ',4 1.The exposed area ofan Individual pare b larger '�/nrc_r• j+� than 9 square feet(0.84 m2), ��vvss ♦ ` 2.The bottom edge of the glazing b less than 18 'r ,.•` inches(457 mm)above the floor, e 2'�' 2•-8' 3.The top edge of the glazing is more than 36 MAY 12,2022 • Inches(914 mm)above the floor,and N 4.One or more walking surfaces are within 36 REVISIONS ♦ - inches(914 mm),measured horizontally and In a M/NBER DATE straight line of the glazing. 't 'Y 2,-0' 2406.4 6 Glazing adlacent to stain and ramps rn ___�'� i i Glazing where the bottom exposed edge of the 4_ ' glazing is less than 60 inches(914 mm)above the B plane of the adlacent walking strAce ofstallways.,. PROJECT NUMBER:20-1S ♦ shall be considered to be a hazardous location. DRAWN BY:SM 4 I I N ''4064.6 Glazing adlacentto the bottom stairway WINDOWD I I Llarding Glazingadlcentto the landing atThe ♦ ♦ ♦ ♦ bottom of stairway where the glazing is less than 60 SCHEDULE EXISTING RO:32',61' EXISTING RO:35'5476' TEMPERED GLASS Inches(1524 mm)above the landing and within a 60-inch(1524 mm)horizontal arc that is lea than 180 degrees(3.14 rad/from the bottom tread nosing A-5'1 shall be considered a hazardous location. Door Schedule Nominal Size cc w � � pZ Ig Door Operation i Location Glazing Hardware Comments 0 Z ROLLING BARN DOOR WITH 01. 01. C W10. a0' 0.14S Barn EXTERIOR/BARN INSULATED,TEMPERED LEVER HANDLE LOCK AND DEAD 01• 08- A 80' err 0.146 Skins Sim* EXTERIOR/BARN INSULATED,TEMPERED BOLT /9 LEVER HANDLE AND DEAD Q Z Z W 01. 04. A sr6Y' 0.146 SNFm Men* E%TER OR/WASHROOM INSULATED,TEMPERED BOLT Z W U ROLLING BARN DOOR wall C D 6' 01- OF 0' By 0.146 BarnEXTERIORIWASHROOM INSULATED,TEMPERED CLASP LOCK LL a W 01• OS. a 4? BB' 0.146 &*604p4rt BARN/WASHROOM INSULATED,TEMPERED DOUBLE ACTING 2 Z V) 01- OF f YE" EF 0.146 SMrs elm* WASHROOMAVALK-01 N/A COOLER HARDWARE WASHABLE SURFACE N L�L a- O LEVER HANDLE AND DEAD U m 01 LL 02. 01. 0 5'0' Er 0.146 SMry SFnpb BARNAVASHROOM N/A BOLT 3'-0' 3'-0' e e e e 3'-0' a V ru A 1BC 2406.4 Ha>ardom locations• 7406 41 Cla7In0 in doors Glazingan fixed In ared and FW t 1 b operable panels ofswinging,sliding and blfold doors L I 2 2j /d O shall be consklered to be a hazardous location. W / a�i < a Erceptlons�. i? =4 t4 CO ? © 1.Gland openings of a size through which 7 3- S W 3- inch-diameter(76 mm)sphere is unable to piss. L U 0 FV `0 2.Decorative gluing. 2 3.Gluing materials used as curved glued panels In 4' 45 revolving doors. 4.Commercial refrigerated cabinet glazed doors. fici — — t TYPICAL INSULATED CL FUTURE DOOR CUSTOM DOOR TO FIT TEMPERED CLASS, ALL DOORS. c `'�yp6. WITHIN EXISTING `IETING BARN ,r�ts. p/ , S"-10' 8'-0' * i i i / Pe • • Mr 4'-0' 3'-0' ....a 2rx� • • • • • • MAY 12,2022 REVISIONS NUMBER DATE m C) ea C) I . 'o \\ / PROJECTNUMBER 20-15 \\ / MAY/Nevi SM \ / / \\ DOOR SCHEDULE \ / \ / SITE BUILT,INSULATED BARN DOOR SITE BUILT,INSULATED BARN DOOR DOUBLE ACTING DOORS INSULATED DOOR WITH A-5.2 WASHABLE SURFACE (COOLER) Ilk w OD z > co 2 1 .e•-,•.�- IiI i' Q ZLLI III l ce ZWi � dWx j NEw FRAMING j �ABOVND NEW STAIR 1 O cc V m N Li. 1 11 1 I „r 7 -P7777,74 f]777777T]} - - r-,—„ 4 -----'t _-11L -li W Z 1 I '�I liL _IL _ ',� 1 1 1 I1 A j III -in' Z,TN7nN oumNc I, • -i'I,• I� 640.N WALL TO BFAR ,, v Q E• ill- J ON MISTING r Pr -1 FOUNDATION ' ff. S b I ill-yLL i 2 � a nr J it EXISTING FM TO POST Hh9'1—f•-P-9---,-,�•T•T•TT•f •r.1--41,1 = Z ] I ii 6 AND SEAM FRAMING ---- I Y-' 1 t POSTAND SEAM HEADER OVER DARN ,,? 1 Q V ® I II Eh U.I LT i IT � �h r _ 1I 1 NIP 0.7I1- -14 r '` A ';' , soy. 11 111 ,I 1 Q ,PP1f , — a•,1 tir 7h. ii, i it i{-49-- G _______ bb POSTS AND REAMS NMIFR6f 50/ ..i a w �.�. .-�. --- � .. i '- WRAPPED IN FRP AT 4,04t4 i STAIR OPENING II INEW FRAMING I NFILL . (�� ATREMOVEDSTAIR I. III I I I1 Am 1 I 36-0 1' MAY 12,2022 f 1 i i I 1 1 i REVISIONS NUMBER DATE PROJECT NUMBER m-IS DRAWN BY:SM a a AI NW Mig, MP FRAMING LOFT PLAN OLOFT FRAMING PLAN /''I� 1 Scale:3/16"•V-0" -A/ C r1 1 ® ® ® W > Z O D o ala Z > c° 2 I I QZoLIJ I ocetrz EXISTING LB '^ LJJ N I !CRUTCH'DEANS L Z v! Ce to 0 1 I� • ® -1 1 j, I 'I' I I _ _. FPAMF F TS THREE V CO N LL lI I �� I T I II I I I I I I-H---1---.1-1---1*1 i--•*•-i.H.-1---i- -II:1-, +1 -+-H-1--' -1---f• rl I I I I III 1 I I I I I I 11 I I I iliiiiiiiii I I I I I I I I I I I I I III I I I I I I I I I I I I I I 18.3 W ?II II l UIBIING FVLLZBPAFTERAT x'O.C.b_111 I I I I I I _ I u•?ME!F7EItSAi]R•C•C• IVOSTAND EFAM p[ OI I 1 I I I 1 I I II I I I I I I „� HEADER OVER^� _____I_ __ _ _ I _ I _IIII _ I _ _ IIIstillIIvosreEAwNCG ¢ v E 1 Il WIN 4 I � �}__�—_E __ I �_�_ _ _ _ _ I 1 I i,S0AN1/-I I I OH HADER UNDER I i-• O II �1 -- 1 1 Ii11 11 -1 '+4---1-4-H+---}-1 I ' I ' I ® +-+ + -I +- -+-I ++ j -+ I 1 I ® w fT 1 1 1 1 I a I 1 I TA&LOCKING EITHER I SIDE OF RIDGE BEAM st�.FCH�,\ 1 I i I RIDGE NAM TO BE (;:!' E �^*\ I i II I 1 I I I -"SIZED IY STRUCTURAI. ND.e83 1 11 1 Y 7 1 I �.^._._. ._._._._ ENGINEER MAgR /. II Ew vosrON mimic \ 7lfoF II FOUNDATION UNDER NEW MDGE BEAM Ne II MAY12,2022 11 p REVISIONS NUMBER DATE I PROJECT NUN 10-15 DRAWN BY:SM T 0 MPMPBER FRAMING ROOF PLAN O ROOF FRAMING PLAN kale:3/16'•1'-0" -1 2