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HomeMy WebLinkAboutAugust returned documents Locke Rd. building applicationTOWN OF GROTON BUILDING PERMIT APPLICATION Rick Fritz, Code Enforcement Officer - 607-898-4428 or 607-591-9898 No Construction shall begin until a permit has been issued. Check documents you are supplying: Application Form & Fee- to Groton Town Clerk at 101 Conger Blvd. (Po Box 36) Groton, NY 13073 1a Plot plan of the lot with dimensions for new and existing structures, septic and wells. Construction specification drawings (professional stamped drawings may be required) or Appliance specifications Completed Affidavit of Exemption for owner occupied residences q� If you have a contractor, proof of Workers Compensation or a signed CE-200 Exemption form. A CE-200 can be applied for @ httos://www.wcb.nv.ciov/icexemr)t/index.isiD ps Sewaae Svstem Construction Permit issued by the Tompkins County Department of Health, 607-274-6688 55 Brown Rd., Ithaca, NY 14850. Applications are on their web site www.tomDkinscountvnv.aov/health/eh/owts/index Name Adolphe Alexander & Michele Judge Date06/20/2021 Mailing 101 E Cortland St, BOX 278, Groton NY 13073-0278 Phone Address 2679189255 Project 451 Locke Rd, Groton NY, 13073 I TaxlMap2 21 Flood Zone No Address Description Large Shed Serial Number of Manufactured Home Cost �1 O'00o Of Work: g Estimate Building Use : Total Acreage Total Floor Storage of lot : 5.64 Area- Sq ft250 Check applicable:Residential ncommerciai Will any part of the building be a place used by the Public? No Will any part of the buildinq be used for human Will any part of the building be a place of employment habitation? Yes where agricultural products are processed, treated Builder / Contractor Self or packaged? No Name & Phone Other Builder / Contractor Name & Phone Self PROJECT COMPLETION or OCCUPANCY PROCESS 1. Permit will be issued upon approval of a completed application with fee and all paperwork as above. Construction can begin with permit prominently displayed. Permit is good for a one year. 2. Once passing all required inspections including the installation of the E911 sign, the permit will be closed and a Certificate of Occupancy or Completion will be issued. NO OCCUPANCY OR USE IS ALLOWED UNTIL PERMIT IS CLOSED!!! I hereby affirm under penalty of perjury that all Information provided in this application is complete, correct, and contains no misleading statements. 1 understand that any false or inaccurate information contained in the application or attachments; any construction changes made after the issuance of a building permit; or failure to schedule required inspections, may invalidate all permits issued under this application. I will not remove any buildings, structures, or other construction started or completed. I certify that I have read and understand the permit process and all requirements. I hereby license, permit and give privilege to the Town of Groton, or a designee, to enter the premises or land to conduct any onsite inspections by owner confirmed appointment only. Such license is revoked upon completion of the building project. I understand that no building shall be occupied, used in part or in whole for any purpose, until first obtaining the Certificate of Occupancy or Completion. Land Owner(s) Signature: ��'Date: 06/20/2021 v [ ] APPROVED Date [ ] DENIED Date Date Received Comment: Reason: Permit Fee Signed Receipt # Code Enforcement Officer Activation Date Signed VARIANCE [ ]GRANTED Date PERMIT # Code Enforcement Officer [ ] DENIED Date Truss Decal PLOT PLAN ❑For Interior work only Check box & skip to Name. MAP SHOWING THE STRUCTURE IS THE REQUIRED DISTANCE AWAY FROM PROPERTY LINES AND OTHER STRUCTURES: Using a survey map (or draw on the line below as the road) sketch your lot including the following * Property Lines * Location/(or proposed) well & septic with distances to lot lines. * Other structures * Location of new structure/addition with distances to lot lines. * Center of driveway or right-of-ways * Location of reflective house number sign - NAME-OI-ROAD-ORb7REU---------------------------------------------------------------------- ---------------------------- Owner Name Michele Judge & Adolphe Alexander Lot Size Tax Map # I Amount of Road Frontage ( Acres) 5.64 15.-1-27.21 183' CERTIFICATION: I herby affirm under penalty of perjury that all information provided in this application is complete, correct, and contains no misleading statements. I understand that any false or inaccurate in''. . . contained in the application or attachments; any construction changes made after the issuance of a building permit; or failure to schedule required inspections, may invalidate all permits issued under this application. I will not remove any buildings, structures, or other construction started or completed as a result. I certify that I have read and understand the permit process and all requirements. I hereby authorize the Code Enforcement Officer of the Town of Groton, or a designee, to conduct all onsite inspections by owner confirmed appointment only. I understand that no building shall be occupied or used in part or in whole for any purpose until obtaining the Certificate of Occupancy or Completion. —1 Owner(s) Signature:_„�,�� Date: Z U v Affidavit of Exemption to Show Specific Proof of Workers' Compensation Insurance Coverage for a 1, 2, 3 or 4 Family, Owner -occupied Residence "This form cannot be used to waive the workers' compensation rights or obligations of any party." Under penalty of perjury, I certify that I am the owner of the 1, 2, 3 or 4 family, owner -occupied residence (including condominiums) listed on the building permit that I am applying for, and I am not required to show specific proof of workers' compensation insurance coverage for such residence because (please check the appropriate box): ® I am performing all the work for which the building permit was issued. ® I am not hiring, paying or compensating in any way, the individual(s) that is(are) performing all the work for which the building permit was issued or helping me perform such work. ❑ 1 have a homeowners insurance policy that is currently in effect and covers the property listed on the attached building permit AND am hiring or paying individuals a total of less than 40 hours per week (aggregate hours for all paid individuals on the jobsite) for which the building permit was issued. I also agree to either: ♦ acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit if 1 need to hire or pay individuals a total of 40 hours or more per week (aggregate hours for all paid individuals on the jobsite) for work indicated on the building permit, or if appropriate, file a CE- 200 exemption form; OR ♦ have the general contractor, performing the work on the 1, 2, 3 or 4 family, owner -occupied residence (including condominiums) listed on the building permit that I am applying for, provide appropriate proof of workers' compensation coverage or proof of exemption from that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit if the project takes a total of 40 hours or more per week (aggregate hours for all paid individuals on the jobsite) for work indicated on the building permit. (signature of --Homeowner Adolphe Alexander & Michele Judge (Homeowner's Name Printed) Property Address that requires the building permit: 451 Locke Rd Groton NY 13073 06/20/2021 (Date Signed) Home Telephone Number 267-918-9255 Once notarized, this BP-1 form serves as an exemption for both workers' compensation and disability benefits insurance coverage. BP-1 (12/08) NY-WCB BACKFILL WITH ir''i BUILD SUPPORT WALL. I' LARGE STONES FILL SPACE W/ SAND & CAP INFILL WITH CAP WITH CONCRETE CONCRETE REMOVE 3" OF SOIL I-�{ INSTALL PEX PIPES FOR INSULATION FOAM i (SEE M202 FOR DETAIL) L' (SEE M202 FOR DETAIL) I U u 44: �.a U O Ground Floor - Phase 1 O Ground Floor - Phase 2 O Ground Floor- Phase 3 ADD ANOTHER BUILD UP HAY BALES COURSE OF HAY BALES TO HEIGHT OF OVER LINTELS WINDOWS & DOOR. FINISH FLOOR COVERS PEX PIPES ® Ground Floor - Phase 4 C Ground Floor - Phase 5 Nama asta 451 LOCKE RD, GROTON NY No. °iier"on °" 3D VIEWS Project number Project Number STRAWBALE STUDIO Date 1I A101 www.namagasta.com Draw Aulhorumor y}y� I Checked by Checker Scale 0 a 0 Edo CD Q Loft - Phase 6 o C Loft - Phase 7 C Loft - Phase 8 Q ® Loft - Phase 9 Nama asta 451 LOCKE RD, GROTON NY i No. DoscMlen °a" 3D VIEWS Prow number PrasctNumber oi Dale Dale Al02 WWW.namagasta.com STRAWBALE STUDIO , Drawn by i Checked by Checker Scale SACKFILL 48" TRENCH WITM III III - ! ILAROE, MEDIUM ANDI i I _ I ----- TOPPED W1 SMALL STONES I _III III III III - 1,1 IIII: V-4 ,'.Ir III III III BLOCK IIII IIII 4" CORRUGATED PIPE III O SAND !� 111 ' .III t-• r ✓s. ,. Lary . •. t• _ III--1Ih III I -II III - iII ILI III -III III III iII: III__-1 it lil-_111 III III oQ :�.ILI�. illl III- III -III III IIL :I!I II! Iil: II Iil_ "•�'� �'f� I II! !!I III G�� _III III III_ ,I!I I II! 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O Foundation s S} Wall 451 LOCKE RD, GROTON NY i Na FOUNDATION FOUNDATION PLAN Nam agasta Project number Project Number 9 STRAWBALE STUDIO ' Date AulhorIssue ate A201 www.namagasta.com I Drawn by Author i Checked by Checker Scale 1/4" - T-9, n 2' -10" IF-01/4" B'-T' C Finish Floor 114" = 1'-0" Namagasta www.namagasta.com LADDER Ij I� LAYERS OF COB (EARTH, SAND, STRAW & CLAY) WIRE BOUND HAY BALE SIB" FLOOR PANELS INSTALLED / Loft C 1/4" = 114" Deser 451 LOCKE RD, GROTON NY i No. "on Data FLOOR PLANS - ARCH i Project rwmber ProjectNumber STRAWBALE STUDIO Do" Ime Data A202 Drawn by Author Checked by Checker Scale 1W - 1'-T r=5�yi 5 A302 30' • 3 1/2" Roof C NOTES: 1/4" =1'.IT 1. INSTALL METAL ROOF PANELS, EVES, RAKES AND CAP WITH 1 1/2" SELF DRILLING SCREWS, 451 LOCKE RD, GROTON NY i "° ���' °'" ROOF PLAN Namaasta Pro act number F"ect Number www.namagasta.com STRAWBALE STUDIO � Dee ra Aulhor't° Draw Author A203 4 Chocked by Checker Scale IW a T-T r a ------ - Roof 17'- 7 1ie--"-�5 16- 0li it Hill 3 1/4" J Haybple Wall,,, T- 0" 0'- 8" Finish 67 Flqqr. 6" T-ilf 7. A 77 =7 --M— 'Ground W-Al ==III_ III III W- -4- - I E—E I I i StoRe Cap- �d 1 -0- 4" Vill—, I o) Northem Section - ARCH 3/8"= 11-01, 451 LOCKE RD, GROTON NY No. Deserloon 0460 ARCH SECTION Project number Project Number i7 Namagasta Date Issue Date A301 www.namagasta.com STRAWBALE STUDIO I Drawn by Author r kcale 3/81, Chocked by Checks T-9, NamaOpsta www.namagasta.com , 17'- 7 1/4" Loft Wall .... ....... ............ . . ........ .... 16'- 0" ------------ Ilif -------------- -if ----- -- IF- ---f Loft 8'- 6" -------- --- vyiElqw T- 0" � � Support Wall 01 8p, �7 - J T GrcUnq-r 01 - 011 I1 I Ji— tol� 0'- 4" I F1 I F Western Section - ARCH 3/8"= 1 1-0" 451 LOCKE RD, GROTON NY NaE ONw'yMbn STRAWBALE STUDIO �' �'-ri_ � 1Tf -1 - DW ARCH SECTION Project number Project Number I Date Issue Date I A302 Drawn by Author Chocked by Checker I Scale 3/8" = 11-91 O ISO - Phase 1 - STRUCT Namagasta 451 LOCKE RD, GROTON NY www.namagasta.com STRAWBALE STUDIO I Na I Deser"on I Dab I I Structural - Phase 1 Project number Project Number Date Issue Date S 101 Drawn by Author Checked by Checker Scale (j) ISO - Phase 2 - STRUCT Namagasta www.namagasta.com 451 LOCKE RD, GROTON NY I No. i STRAWBALE STUDIO 1 1 Deser"on We Structural - Phase 2 Project number =V Number Date 0. Drawn by Author Chocked by CheGcer Scale S102 C ISO - Phase 3 - STRUCT Namagasta www.namagasta.com 451 LOCKE RD, GROTON NY STRAWBALE STUDIO No. I DeecrlptIM I Date NOTE: 1. PHASE 3INCLUDES 7 TIED d TIGHTENED NYLON ROPE AROUND WOODEN FRAME 6 FULL COURSE OF STRAW BALES. TURN BUCKLES PROVIDE -400 POUNDS AT EACH TENSIONER. Structural - Phase 3 ect number lProled Number Date S 103 Drawn by Author Checked by Checker Scale C ISO - Phase 4 - STRUCT Namagasta 451 LOCKE RD, GROTON NY www.namagasta.com STRAWBALE STUDIO Na � or lon � ' I Structural - Phase 4 Ped number Projectmber Nu D Iewe D. S 104 Drawn by Author I Checked by Checker Scale C ISO - Phase 5 - STRUCT Namagasta www.namagasta.com 451 LOCKE RD, GROTON NY i STRAWBALE STUDIO I rE: ADD BLOCKING AS NECESSARY. as Date Structural - Phase 5 P:ct number "ect Number Date Issue Date Drown by Author Checked by Checker Scale S105 o) ISO - Phase 6 - STRUCT Namaqasta 451 LOCKE RD, GROTON NY www.namagasta.com STRAWBALE STUDIO No. Descdptlon Delta Structural -Phase 6 Project number Project Number Date Issue Data Drawn by Author Chocked by Checker Scale S106 ® ISO - Phase 7 - STRUCT Namaoasta www.namagasta.com 451 LOCKE RD, GROTON NY No. I Desedptlon ate Structural - Phase 7 Project number Project Number Issue STRAWBALE STUDIO De1e Drawn by AAuthuthpate or 1, Checked by Checker Scale S107 O ISO - Phase 8 - STRUCT Nama asta i 451 LOCKE RD, GROTON NY Ift Dial www.namagasta.com STRAWBALE STUDIO Date Structural - Phase 8 Project number Project Number Date Issue Date Drawn by Author Checked by Checker Scale S108 O ISO - Phase 9 - STRUCT Nama�asta 451 LOCKE RD, GROTON NY No. Description Date Structural -Phase 9 Project number Project Number Dat9 STRAWBALE STUDIO Drawn AuthorIssue ate S109 www.namagasta.com Drewnby Author 'I Checked by Checker I Scale 2T•3V4" b ry N a 17 L b 1,_V Ha bale Wall -Phase 1 a Hi1 m O 1bal 441 Wall - Phase 2 44 I-1 1 451 LOCKE RD, GROTON NY i Na �"�' �. I Ground Level Plan - STRUCT Nam agasta I I Project number Project Number I ue Date www.namagasta.com STRAWBALE STUDIO I IDDram by Aeutlwr I S201 I I Checked by Checker I Scale 114" = 1.41 Q M M M 2x10 M C Hayypal@@ Wall - Phase 3 i'-0" z Loft - Phase 4 1/4' - 1/4" = 1'-0" 451 LOCKE RD, GROTON NY I No. Descrtptlon Date i Loft Plan - STRUCT Nam agasta Project number Project Number www.namagasta.com STRAWBALE STUDIO Date Issue Dote S202 Drawn by Author Checked by Checker I Scale 1/4" = T-0" C (I O Loft - Phase 5 1 /4" = 1'-0" Namagasta www.namagasta.com ') 451 LOCKE RD, GROTON NY STRAWBALE STUDIO 4x4 4x4 4x4 f i I OLoft - Phase 6 114" = 1'-0" No. Description Date Loft Plan - STRUCT Project number Project Number Date Issue Date Drawn by Author Checked by Checker M S203 Scale 114" = T-0" ry M CRoof Truss - Phase 5 1/4" = 11-y, o Roof Truss - Phase 6 114" = 1'-0" Nam agasta www.namagasta.com 451 LOCKE RD, GROTON NY STRAWBALE STUDIO I No. DeecrWlon Daa I Roof Plan - STRUCT I Project number "ad Number I IDrawnby Date Author I S204 Chocked by Checker I Scale 114" - T-T -1 9 C V Ty e - Phase 7 0,, No. 451 LOCKE RD, GROTON NY Ctescriptlon Date Roof Plan Continued - STRUCT Namagasta Pro t number Pro Number I ,,I:ct u Date I 6.1.6c S205 www.namagasta.com STRAWBALE STUDIO D Author I CheckedChecker Scale 114" = T-T 25 Roof ..' .1 16' - OSouth 3/8" = 1'-0" 451 LOCKS RD, fto GROTON NY i "° ! �"`�' Dt1e I Southern Elevation - STRUCT Namaasta 1 electnumber Project Number 1 S301 www.namagasta.com STRAWBALE STUDIO ' IData Issue 1 � Drawn by Author ! Checked by Checker Scale 31V' -1'-T NamaQasta www.namagasta.com i i Ib — i i (I OEast - Phase 7 3/B" = V-0" 451 LOCKE RD, GROTON NY STRAWBALE STUDIO - Roof 16-_0" IF11 Loft • � Haybale Wall � � Window Window Seal F C 1 o' - o" Foundation Mw , ----..._ .. .--�_ -4'-0' , N0. wten °ib Eastern Elevation - Structural Project number Protect Number I Date Issue Deft I S302 Drawn by Author Checked by Checker I Scale 3/8" - 1'-T I u n II a II _ � — II{I Illy II{I — IIII IIII III IIII IIII IIII IIII NIII IIII IIII IIII IIII IIII IIII IIII IIII IIII I IIII IIII IIII IIII IIII i IIII IIII IIII IIII IIII l IIII IIII IIII IIII ----- --- _T ...-_ ._ II it Namagasta www.namagasta.com 11111 'nl1li ' JLli-LLB' �_� �. I11LllL_LII1 .11. OEast - Phase 9 3/8" = 1'-0" 451 LOCKE RD, GROTON NY STRAWBALE STUDIO -,_ Roof 16'-0" f —-'��Ha _Loft _ bale Wall tl T -D E i Seal 3'-0' J _L1_L1 [i I �_ __ _ _ Ground , Nam Ira. I East Elevation - STRUCT I I Protect number =ct Number ^'? IDge leeueDale S303 I Drawn by Author I Checked by Checker Scale 3/8" - T-T Structural Framing Schedule I Structural Frowning Schedule Structural Framing Schedule I I Structural Framing Schedule Structural Framing Schedule Phase h Ph BE Type I Cut Length I Created I Type I Cut Length I Created TypeI Cut I_ert0th I Cr ated I Type I Cut L*Vith I Created Type I Cut Length I Crreeated Dimension Lumber 1 2x10 21' - 10 1/4' Phase 4 4x4 d -11 1/4' Phase 8 1 2x8 I 2' • 51/2" Phase 8 Bx2 17- 0" Phase 8 1 2x10 2' - T' Phase 2 I 2x8 B • 5 tl4" Phase 5 4x4 9.11 1/T Phase 8 1 2x8 T • 5 314" Phase 8 2x8 16 - 8 1/4" Phase 9 1 2x10 3'- 8 3/4" Phase 2 1 W V - 8" Phase 5 04 C • 11 Vr Phase 8 I 2x8 T - 5 3/4" Phase 8 2x8 16.8 1/4" Phase 9 2x10 T • 10" Phase 2 1 2x8 15' - 1 314" Phase 5 04 17.11 1/2" Phase 8 I 24 2'- 5 3!4" Phase B 24 18' - 8 1 W Phase 9 200 3'- 11 3/4" Phase 2 I 2x8 16 - 3 314" Phase 5 4x4 0' - 11 1/2" Phase 8 I 2x5 2'- 5 3/4" Phase 8 2x8 16- 8 1/4" Phase 9 2x10 4'- 2 1/4" Phase 2 1 2x8 15' - 3 314" Phase 5 4x4 d • 11 1/2" Phase 8 I 2x8 7. 5 3/4" Phase 8 2x8 26- 9' Phase 9 2x10 4' - 11" Phase 2 1 24 15' - 3 3/4" Phase 5 4x4 0' - 11 1/2" Phase 8 I 2x8 2' - 5 3/4" Phase 8 24 25' - a' Phase 9 2x10 4' • 11" Phase 2 I 2x8 15' - 3 314" Phase 5 4x4 0' • 11 V2" Phase B 1 2x8 2' - 5 3/4" Phase 8 24 25' • 0" Phase 9 2x10 5' - 4" Phase 2 2x8 1 B- 3 314" Phase 5 0x2 T • 1010 Phase B 1 2x8 18' - 1 3/4" Phase 0 2x8 25' - a' Phase 9 I 2x10 5' - 5 3/4" Phase 2 2x8 16.3 3/4" Phase 5 Bx2 T • 101/T Phase 8 1 2x8 18' .1 34' Phase 8 2x8 26 - W Phase 9 1 2x10 5'- 7114" Phase 2 2x8 15' - 3 3/4" Phase 5 8x2 T - 10'l/Y Phase 8 1 2x8 18' • 1 314" Phase 8 24 26 - 0" Phase 9 1 2x10 3' -1" Phase 3 2x8 19 - 7 3/4" Phase 5 ex2 T-101/T' Phase 8 1 2x8 18' - 1 314" Phase 8 24 26.0" Phase 9 1 2x10 3--1- Phase 3 2x8 1 ty - 7 3/4" Phase 5 8x2 T • 101/2" Phase 8 1 2x8 16- 1 314" Phase 8 24 26 - 0" Phase 9 1 2x10 5' • 10' Phase 3 2x8 18' - 7 3/4" Phase 5 Bx2 T - 101/2" Phase 8 I 2x5 18' - 1 3/4" Phase 8 24 26- d' Phase 9 1 2x10 8' .2" Phase 3 I 2x8 18' • 7 3/4" Phase 5 Bx2 T - 10112" Phase B 1 24 T • 1 314' Phase 8 2x8 25' - d' Phase 9 1 2x10 10' - 51/4" Phase 3 I 24 IN - 7 314" Phase 5 W 1T - 6" Phase 7 I 2x5 18' - 1 3/4" Phase 8 2x8 26 • a' Phase 9 I 2x10 15' - 3" Phase 3 I 2x8 19 - 7 3/4" Phase 5 8x2 17, • 9" Phase 7 I 2x8 16- 1 3W Phase 8 24 26- 0" Phase 9 2x10 15' - 5" Phase 3 I 4x4 0'- 111/4" Phase 8 2x6 T • 11,2" Phase 8 I 2x8 18' • 1 3/4' Phase 8 1 2x8 1 26 - a' Phase 9 2x10 111' - 8 VT' Phase 3 1 4x4 0'- 11 1/4' Phase 8 2x8 7.51/2" Phase 8 2x8 1 3/4" Phase 8 I 2x8 25- a' Phase 9 2x10 21' - 4" Phase 3 1 4x4 0. 11 114' Phase 8 2x8 7 - 5117 Phase 8 1 2x8 18' - 1 3/4" Phase 8 1 2xe 25' - d' Phase 9 2x10 21' - 9' Phase 4 I 4x4 0' - 11 W Phase 8 2x9 7. 5 1/2" Phase 8 1 2x8 1B' - 1 3/4" Phase 8 1 2x l 25' - 0" Phase 9 2x10 21' - 9" Phase 4 I 4x4 0' - 11 1/4' Phase 8 2x5 7.5la, Phase 8 1 2x8 18' - 1 3/4" Phase 8 1 2xe 25 - a' Phase 9 2x10 21' - 101/4" Phase 4 I 4x4 0' -11 1/4' Phase 8 2x5 7. 61/2" Phase 8 I 8x2 1 T • 0" Phase 8 2x8 25' - 0' Phase 9 Grand total' 114 Structural Column Schedule I Structural Column Schedule Phase Phase Type I Base Level I Length I Crested I Description I Type Base Level I '_ength I Created I Description i Dimension Lumber -Column Wooden Lo 2x10 Vimdow Seal W. o" Phase 2 12" oundailon 12- B" Phase 1 12" Diameter g 2x10 window Seal 4'. 0" Phase 2 12" Foundation 12'- 8" Phase 1 12" Diameter eg 2x10 window Seal 4' - 0" Phase 2 12" Foundation 17 • B" Phase 1 12" Diameter eg 2x10 Window Seal 4'- 0" Phase 2 12" Foundation 17- 8" Phase 1 12" Diameter og 2x10 Window Seal W- 0" Phase 2 17' Foundation 12'- 8" Phase 1 12" Diameter Lop 2x10 Window Seel 4' • 0" Phase 2 17 Foundation 12'- 8" Phase 1 12" Diameter Log 2x10 Window Seal 4'. 0" Phase 2 12" Foundation 12'- 6' Phase 1 12" Diameter Log 2x10 window Seel 4'. 0" Phase 2 200 Ground T - 0" Phase 2 2x10 Ground T - 0" Phase 2 451 LOCKE RD, GROTON NY 1 No. 1 Description Data I Structural Framing Schedule Nam agasta I Project number Protect Number Ike iesue'ale S501 www.namagasta.com STRAWBALE STUDIO i IDnwnby Author I 1 Checked by Checker Scale _ O HVAC ISO � 451 LOCKE RD, GROTON NY No. I Description Date Mechanical Isometric m NamagastaI I Project number Project Number $ www.namagasta.com STRAWBALE STUDIO i I Date Issue Date M 101 IDrawn by Author I I Chocked by Checker Scale _ 1 M301 C Ground - HVAC O Loft - HVAC 1/4" = 1'-0" 1/4" = 1'-0" 451 LOCKE RD, GROTON NY i N0. Description Dde MECH PLAN VIEWS Nama asta Project number Project Number $ www.namagasta.com � STRAWBALE STUDIO Date IeeueDete M201 Drawn by awnw phi Checked by Checker Scale 114" - T-T n 2 M302 i f Loft f male Wall _ 8 0„ I r— Grounc _ a 0 r c,„rrdatiei CWestern Section 3/8" = 1'-0" I No,Deacrtptlon Date Nama�asta 451 LOCKE RD, GROTON NY i Western Section - MECH R Project number Project Number i o STRAWBALE STUDIO DIssue Data M301 www.namagasta.com I Drawn by Author Checked by Checker Scale 3/8" = T-0" j r I CNorth Section _ 3/8" = V-0" 451 LOCKE RD, GROTON NY No. Namagasta www.namagasta.com STRAWBALE STUDIO _..._ - Loft + - .- ...... .._ — --- �Haybale Wall 8' - 0";l 2' - 0" 0' 0 ty Foundation _. 4_ C. Dole Northern Section - MECH Project number Project Number S Date Issue Dots M 302 Drew by Aulhor Checked by Checker Scale 3/6' = T-7 FU C Plumbing ISO 451 LOCKE RD, GROTON NY Nm Desor"an NamaQasta www.namagasta.com STRAWBALE STUDIO o.� I Plumbing Isometric View N Project number Pmber I P 101 Date ,Zrseue Date I Drawn by Author I Checked by CMcker Scale 09 a P301 P2 t a CFoundation Plumbinq Plan - Phase 3 114" = 1'-0" � N0. 451 LOCKE RD, GROTON NY i Deecriptlon late Plumbing Plan View NamaQasta � Project number Project Number I c www.namagasta.com STRAWBALE STUDIO i Date ate i P201 Drawn by Author Author Checked by Checker Scale 1/4" = T-G' n_ 3 P301) DIAPHRAGM I 1_ Loft PUMP f.a-- - - --- ---------- -- ------ ------- - 56 GALLON WATER DRUM ...... Hay—bal-e ON? (TYPICAL 2) 81 INSTANT HOT WATER HEATER 20LS PROPANE TANK Support Wall - --------- - ----- --- --- -------- ... Suppurt NallZ Ground --0; - g' 4 t t II � r. Foundation J177 1 J�L -4'- 0" =jam O Septic Section View - Phase 10 1/4" = 1'-0.1 0 2 Water Works Riser 3/6'= 1.-17, 451 LOCKE RD, GROTON NY No. Deact"on Date Plumbing Section View NamagastaPMftn number Prq*d NXber Data Issue D P301 www.namagasta.com STRAWBALE STUDIO Drawn by Author Chocked by Checker Scale As Indicated D C 4 1 3 + 2 r----------------------------------------------- I I I - ra.00 I 1s.00 I I 12.00 I I 1 I i 1 -----------------� I `-STEEL WIRE I I COMPRESSED STRAW BALE DETAIL I I a, CONC $i STRA1 GRAVE CONCRETE SLAB B GRAVEL (LARGE, SMALL, FINE) A SECTION A -A SCALE 0.12 : 1 NOTE: 1. DETAIL DISPLAYS 2 COURSES OF STRAW BALES, 4 1 0 C 8" B A DRAWN VECKED 4/18/2021 NAMAGASTA.COM Ui TITLE MMFG GENERIC STRAW BALE A APPROVED WALL DETAIL SIZE I DWG NO REV C Ifutl_assembty 0 SCALE I rl..EET 1 OF 1 3 /F1 2 1 ADOLPHE H ALEXANDER 384 1640 EAST TULPHEHOCKEN ST PHILADELPHIA PA 19138 g � j p 0 Gate i Order of a& IT T o N To w N G L-F-Rk $ %t'"..00 . +" r a M T/ •DollarsPFM " o PHILAOELPHIA FEDERAL CREDIT UNION For_gM - L/--fG4L,O �� �/ NP i. 236084 2980 I:10400065 267O um 0384 HeIImM CIBIkC '