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o�OStlFfOLx�pG Town of Southold 2/10/2024 P.O.Box 1179 0 - _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44968 Date: 2/10/2024 THIS CERTIFIES that the building FARM BUILDING Location of Property: 4735 Cox Ln,Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-2-10.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/9/2023 pursuant to which Building Permit No. 49360 dated 6/12/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 40'x100'agricultural storage building as applied for. r The certificate is issued to LIV2MAX LLC of the aforesaid building. L SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED rd?hor6��4 Signature �O�sUFFolK�o TOWN OF SOUTHOLD oy� BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY �� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49360 Date: '6/12/2023 Permission is hereby granted to: 1 LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: construct a 40'xl00' agricultural storage building as applied for per Planning approval. At premises located at: 4735 Cox Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-2-10.2 Pursuant to application dated 6/9/2023 and approved by the Building Inspector. To expire on 611112024. Fees: FARM BUILDING-NEW $150.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 Building Inspector OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 4q�&o °`ycoutm, 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: a S �✓�- Gpj DATE �"���a 3 INSPECTOR Wit i ((�n(1 �o��rf SOUTy�� -- �w # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL W' BSA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPEC ON [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: L�VMA C4)A 6► Lmzo DATE INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex S' P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY www.southoldtownny.gov E C E W E PLANNING BOARD OFFICE TOWN OF SOUTHOLD JAN 2 2 2024 January 17, 2024 BWIftag Depa-Im—snt Town c)f'Sputhold Mr. Thomas Geppel 450 Harbor View Avenue Mattituck, NY 11952 Re: Approved Site Plan for 8 Hands Agricultural Storage Building 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1 000-96-2-10.2 Zoning District: AC Dear Mr. Geppel: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made November 3, 2023 and the November 6, 2023 Planning Board work session. The site is now in conformance with the Approved Site Plan for"LIV2MAX LLC" prepared by Thomas Geppel, dated March 8, 2023, and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Aaspe*lly James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer F � '" � f, _ ` * r F E „ 1. • �' 1 i _..� *. ' �^w ♦� r � � .,, •�..•""� �'' ��-•-'""�j .+�+ :r ,�,. .� r�• I jj 7 ' • t. •ts i t y 0 1 5 4 .� �'"��, , w Fr -y. v �.'�...... �� � `1� � l _ . _ . � _ '! �- r t. ...�„� "���,rf ;.,I� -�` f: � �- _ �" " a Q 0 . ^R% ,. i � �� � - -s� �, . r s --� �. � `yr r ,... { i � �� \`� ` .tip" �„? . t .• ���•, FIELD INSPECTION REPORT DATE COMMENTS S/5 cs o� ��G�S e.2 /o m. won sugv FOUNDATION (IST) 11?c,�• �(�- Gol�Sly�v�- S�H c � -------------------------------------- FOUNDATION (2NDj s � ROUGH FRAMING& �y PLUMBING �C _ � 1 G G r INSULATION PER N. Y. H STATE ENERGY CODE Y L3 � X Ate` A�nnl Alft FINAL ADDITIONAL COMMENTS o a-YAM C' ---- Iv o H _ x .b y TOWN OF SOUTHOLD—BUILDING DEPARTMENT =mac Gyp Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone(631) 765-1802 Fax (631)765-9502 https://www.southoldtownny.gov Date Received IV.1i APPLI_CATJ^"' `R BUILDING PERMIT SC Fr Office Use Only LMIT NO, Building Inspector: Application's,and.foims,must be.filled"out;in , be.'cir;"<e n;'t°ie not.tmh`"e' `Ylo'ytt" ln c hNhere ais,ications" pn uth ' eq an•;' ''` ® �__,u_^ .rl i R Date:Feb. 6, 2023 OWNERS :OF`PRkF7, <kt Name:LIV2MAX LLC _ __ _ SCTM# l000-96-2AVr Project Address:8 Hands Farm, 4735 Cox Lane, Cutchogue, NY 11935 Phone#:516-971-5871 Email:harkenconstruction@gmail.com Mailing Address:450 Harborview Ave., Mattituck, NY 11952 YJ. RS s•, Name:Chuck Kitt t Mailing Address:110 East Side Ave., Mattituck, NY 11952M _..___..._.-....,.. -................... .._... Phone#:516-971-5871 Email:harkenconstruction @gmail.com eY t li" -•A,1',,,. ��}� ..fir n r. DESIG NPROFE SSIONi4L>INFO'RMATION� Name:RP Fabrication LLC Mailing Address:16 Youngs Ave., Calverton, NY 11933 Phone#: _ _ __ _ _ _ Email:RPfabrication1070@outlook.com :?' .:Y, ACT.g.OR`?R�',;rI';N'ty;•F,-iO'•:R.tI��Vt:'-I%�A'iT.:IO- Ni��"yy:l:t't�!''"it rl:a'�,M ..t,if�.-,r:^x..'.}�.rzr t"im':.t'Ya.,.r•`....b t}-".r�...•..-�.y.i�q:.b.x .•a,tt,.1'1',�." .:�^�Y L•.f.�gi3n,''.:.r>`w.. 4':.t s+�•i:1,..,.«.._. M.fF�5`,r:-:',:ma,�y;: _;� W1N Name:Chuck KItz '. .�:,'•,„:Mailing Address:110 East Side Ave., Mattituck, NY 11952 Phone_#:516-971-5871 Email:harkenconstruction@gmail.com v+f:X4�: ,"'S<fi'" •:l•' NH'.-0:,,",tr _ rv-I IN",i:.. ....f.... r ,n h1� t 'tt' 'F.DESCRIPI'I IV'' ,= 0 ,OFf?ROP.OSED:2 .,N .:,�?a=r `;'t:;.;,,;:;,:. .,,'� .:,•�:"t�",t CO ST,RlJC1'[OIV: ,��• ,ad' .P;A�; '��,, �:;". r}':r.�a r •4",l`g�;,r,W :,5")ks;. -.,r;' v,„fi <, t:�-: �''. ,�:: J�`•crt. ^�:z':..s'� '.:�iv:,.t,^,,.t •ttiu'r::�c.4,1• :�ca". t: ,t:�,,,,'s.�;"is•.,.r a .,f-.., r.'_''.' .,.,t„t,.:' .:'�,......: •v,. �.,=.r n:1 �w±:�.Ytu. .t. r, . ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other d`0�9�c1 "� �,.� $50,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises?-❑Yes�®N®No 1 PROPERTY INFORMATION` - .; Existing use of property:AgrICUltUral Intended use of property:Agricultural Storage barn Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC,Ag"District-1----- --"------- this property? ❑Yes MNo IF YES, PROVIDE A COPY. + al ls;responslble fo: all ilralna e,and,storm water issues as~ rovided•'by,-Cneck au.Afte^Ra'dln sTneo'n e/contractordeslgprossiog, :.> Chapter 236 of the,Town'Code:;APPLICATION I,HEREBY 'ADE'to;;the;Buli"ding Department:for the;issuance of a`Bullding Permit pursuant,to the Building Zone;' Ordinance of the Town of5outhold;;Suffolk,,.County,New.York,and�oth''errapplIcabl6 Laws,1Ordinences,or Regulation`s;for the construction`of bulidings; ' ,..,.. additions,aiterations,orfonremoval or'demolition:as`herein`described.The.app(cant agrees,.to comply,witti;all_applicable,laws,ordinances,'building.code,' housing cod,'e,and regulations and to admit auth'orized Inspector"s on premises and In liulldirig(s)'forr4cessary,;lnspectlons.False'statenments,madeherem are' . punishable as.a ClassA misdemeanocpursuant to section 210:4 gthe,New York state_Fenal; Chuck Kitz Application Submitted By( tint name): BAuthorized Agent ❑Owner Signature of Applicant: Date W STATE OF NEW YORK) NNIE D.BUNCH Notary Public,State of New York SS: No.01 BU 6185050 COUNTY OF ) Qualified in Suffolk County Chu It7er Commisslon Expires April 14,2_0_a� ` T being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi tact) above named, Contractor (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this <CLday of m ou C' ) , 20d-� Notary Public PROPERW OWNER AUTHORIZATION (Where the applicant is not the owner) Tom Geppel (LIV2MAX LLC) 450 Harborview Ave., Mattituck, NY 11952 I, residing at Chuck Kitz do hereby authorize to apply on my behalfjto a Tc n of Sout o'Pd Building Department for approval as described herein. `Owner's Signature Date T6rfi Geppel, LIV2MAX LLC Print Owner's Name 2 FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION _ Initial Determination Date Sent:_t�- Dat_e: Project Name: Project Address: 35 . _ _ p��Zoning District: Suffolk County Tax Map No.:1000= �� �Ae 1 an Request: lid U� Gildocumentation as to (Note: Copy of Building Per it App lication and supporting proposed use or uses should be submitted.) -Initial Determination as to whether use is permitted: �S Initial Determination as to whether site plan is required: Signature of Building Inspector Planning Department-(P.D.) Referral: 1=-- Date of Cornment: Q..D. Date Received:_ Comments: Signature of Planning Dept.-Staff Reviewer Final Determination Date: /- Decision: oi,-innfiirP of Riiil(iina In�nPntnr FOR INTERNAL USE ONLY FEB 2.3 2023 �--s d' SITE� n E PLAN USE DETERMINATION Planning_l3oard _ Inifiial D:efie.rmi'nafiion Date Date: �—�--- Projeot.-Name: Project Address:: 3'S Zoning :D.istriet: Suffolk County Tax Map Inn> Sri s s �- a Request: V G v ortin .documontation'as to Idi Per if.Ap lication and supp g (Note: Copy of i.,,, . uses. should be submitted.) proposed use or itial Determination as to whether, use is permitted: S In . ' n as to whether site plan is required:. Initial Determtnatw Signature of Building Inspector Planning Department (P.D.) Referrals . I � 'D ate of'Comm n' Date Received: -J Co &q . .Staff�Reviewer Signature of Planning t. Final_Determina$ion, Date: j. — Decision: c;,,,,afiira,nf Riiikiino In�nPctnr, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 3, 2023 TO: Chuck Kitz (LIV2MAX LLC) 110 East Side Avenue Mattituck,NY 11952 Please take notice that your application received February 9, 2023 For permit to: Construct a storage building on farm land at: Location of property: 8 Hands Farm, 4735 Cox Lane, Cutcho ug e,NY County Tax Map No. 1000—Section 96 Block 2 Lot 10.2 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV, Section 280-127,the proposed use requires site plan gp roval from the Southold Town Planning Board. Additionally, Town Development Rights for this parcel have been acquired. Land Preservation approval is required for the proposed construction. You may now apply directly to these agencies. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, Land Preservation f OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 ;;;�°`, �� ,,� /• ., 54375 State Route 25 " r ��� .. Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765_1938 Southold,NY %�' ,'�?,•�' ,"�� t`y�' , www.southoldtownny.gov 211 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 11, 2023 p wIHi Mr. Thomas Geppel dulu]INGDEPT, 450 Harbor View Ave. TOWNOFSOU71i0LD Mattituck, NY 11952 Re: Site Plan betermination —8 Hands Farm Amended Ag. Storage Building 4735 Cox Lane, Cutchogue S CTM#1000-96.-2-10.1 Dear Mr; Geppel: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 10, 2023: WHEREAS, this Agricultural Site Plan is for a proposed 40'W x 1001 (4,000 sq. ft.) agricultural storage building on a 25.7-acre parcel with Development Rights held by Southold Town in the AC Zoning District, Cutchogue; and WHEREAS, on March 20, 2023 Thomas Geppel, applicant, submitted a Site Plan Application for review; and WHEREAS, the Southold Town Planning Board; pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- ' 133 for.those applications involving uses strictly relatedJo agriculture as long as they are not necessary to further the objectives set forth in Town Code.§280-.129 to maintain publ'ic;health, safety,,and welfare. The Planning Board has found that this,application is eligible for a waiver of certain elements of the Site Plan requirements because.it is an agricultural use, the details of which are included'in the Staff Report dated March 27, 2023, and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or Waive the parking requirements for Site Plan Applications where doing so would not:have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because 8 Hands Farm Amended Agricultural Page 2 April 11, 2023 Storage Building there is no need to provide for parking -the application is for an agricultural use, the building is for storage and owner use only, and the parcel is large in size relative to the proposed structure; and WHEREAS, on March 27, 2023, the Southold Town.-Planning Board formally accepted the agricultural application as complete for review; and WHEREAS, on March 27, 2023, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(4),which states that the following actions are not subject to review under this Part: "agricultural farm management practices; including construction, maintenance,and repair of farm buildings and structures, and land use changes consistent with generally,accepted principles of farming"; and WHEREAS, on March 30, 2023, the Planning Board, pursuant to Southold Town Code §280-13.1(C), distributed the application to the required agencies for their comments; and WHEREAS, on April 4, 2023, the Southold Town Land Preservation Committee determined the recorded easement for the property allows land within the Easement to be used for agricultural production as defined in Chapter 70 of the Southold Town Code, and found that the proposed storage building to store hay and farm equipment is consistent with the purposes and other terms and conditions of the recorded Easement; and WHEREAS, on April 5, 2023, the Southold Town Fire Marshall stated there were no objections to the proposed site plan; and WHEREAS, on April 7, 2023, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on April 10, 2023, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280—Site Plan Approval of the Town of Southold, have been met; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives certain Site Plan Application requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan of property for LIV2MAX LLC prepared by Thomas Geppel, dated March 8, 2023, and authorizes the Chairman to endorse the Site Plan after Condition A below is met: 8 Hands Farm Amended Agricultural Page 3 April 11, 2023 Storage Building Conditions: A. Prior to endorsement of the site plan, a use certification must be obtained from the Chief Building Inspector as required by Town Code. B. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this storage building must be reviewed and approved by the Planning Board prior to installation and must meet Town Code §172 Lighting. C. The proposed building shall have no public access and must be used only for agricultural purposes. In addition, please be aware of the following Town Code requirements: ➢ Approved site plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. ➢ Any changes from the approved site plan shall require Planning Board approval. ➢ Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. A copy of the Approved Site.Plan is enclosed for your records. One copy will also be sent to the Building Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. VQnski Chairman Encl. cc: Building Dept. w/map S Hands Farm Amended Agricultural Page 4 April l 1, 2023 Storage Building By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. i IV11VY p g Print name: � � (,�_L__, A plicant/A ent Signatur Date: 1 ?� Job:Tnm Geppe( Date:�Zr3/2023 �I ' Time:8:17AM Front Seva lan 1 Ov ApPP OV I) BY p,.At4Q31NG BOAR T®�� OF SOUT�OI.® _DATE 4/12 4/12 ti m r r �- Custom SpOlSBder 1B'w■lr4'h .N.r Beak MevaVon 00 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE S'/�; / 20,-�� 1� 4/12 4/12 m r i CustomSDht Shde/lB'v,s 11'4'h Job:Tpm Geppel Date:213/2023 /� 11 '' Time:8:17AM Right Elevation l oc, X `TO APPROVED. -2Y PLANNING BOARD TOWN OF SOLI T HOLD DATE 36"%48"While H.HunCWlndow 36"%/8'While H,Hun6 Whidow 3G'%48"%Vhile H. Hung Window Job:Tom Geppel Date:T/3J2023 c� a Time:8:17AM Left Elevation A � PPOV !D itD q�1I1t4Ca BOA` !.D .TOWN OF SOT�O� 36"%40"White myl DoubetlungWindow 36'g-0'Whit,Inyl Doub a flungWlndm Custom Split Slider 20'W x 10'/"h 3060 tH SDditeD 1Ninyt APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE # 1 �-� _thin I.st:•a,x�';y x'a .`., �� , q }•:� i} ` �LAY' 1 .. 3 S #< �°r;�,i':,':� ;<.,�5: t:•r.}:<?• 3. i�o.y.i,,. rt ; r� T Fly, r.»ri Lc.:.�vY `t%•df"'}C. � 4 1 �: '�} '� ,t .Yi'. „'d,,pl i'rsq��..:r�,�i.`9� i•'�7 i�1 y�;i9',.`�`, -1 -„tom }---„ SSS - ;�#Mi:.-[ .y�,4.,µ 4a> t'.=�,x:�r�w•yb,� r •{ r •b, n• T t' ) � t{: +"z.; .:Fes'°c'•h?'_,....,__ �,s• 1 i. �<~gua�.� .�..--.. .. _.._ ....-_ -.... _ -. .. � r it eC{' i - „-" - ;^.2= •FS CP4 t;it +,a�: t � I� .'.}; 4 i -vit= `ryYM '1 .-n'.•:te r�v, *:3ijd.; . 2 ::.+4Psr;ai '`,{we,'d`(?-" ;. i •��' 9+ , �' .r a.') .. ,.+:•.•.`. f• 1 .$ t�{., ii i S' is � ff}{• +1 '•-� t e } , �f$t i j Pt i ,,.. 'y. t- «ji r S+ , l•'E i f-7, REFER TO 51 EET f11'-•1 1--OH A, I Nt 1 W vivo- R i S ST22'1 E764. to t FRONT,/RYA D SETBACK =) 6C'-0to " r FALLOW FIELD zW s ! W rn r F f L e� rv, S.G.T.M. No. J 1000-qb 2-!O_! ! RESERVED AREA t {DEVELOPMENT RI6NT5 INTACT} AREA: 80 p00 SF (1.84 AG) ,•' ,e`! I€ Pa ` FALLOW nE n �- ^ ' ` t t j �` ��!(► cy % � �ArVa RECEIVE® i� .� . ("A.j°°= f`�� :. t j' i � t , MAR 0 8 2023 Southoia 'i own — J Planning Board -A6 1 .°• vL-1.AP<.t\j zs iY ! C. COW i alnC ' •' ' � � :' • ,awn . �-4' ' I ! .may 1 ; brick R i patio �!.'? x c ..+ a 120.3' t� r I FR. 61.0G �r'barnbdck r� at P� an slob i3 o f f d �.7,2f10 S.F....•.. $.B 1S w/kitcFt o' In r O. 9rnvai •i .��•' ❑ v1' L"` : { (A GFR <- 42.2' w sn tTG a. gce. Tf s'�81. G F..A. 4,264 $'F � t eso —out gravel vaaYs o` veal. `Sh �' o •�,: ;:. Fraval � a+ 3S1, a.��uqqd:..- o G.IT. •. •"�R.x a X: aava$ '•�S. -� o•groda ': 2d-4' � 5� antler •. g rbunC pr�ooparsC `a O i 9� F {not a�ecfed h o dt'ive JW2.4TCA:,i.S. .. : - �•�,,,�0; .,q� i. .. :.. is gar IL , rlptar line t'. W. ilL 1 U $ o P.. �: $'•�c: of 00 •17,52 �� 2oa-0G S 3� t31 ram, C�3. L: i i LQCATKJ1 ' .MAC . CJNO 8CAL /� k i COUNTY ROAD. 48. 1 aao-96-z subject: property., :. �' • a WON REFER TO SHEE + — 556 N W _ i S 56*22'1 E � n��� Z FRONTi�YARD SETBACK =I 60'-0"in FALLOW FIELD FALL+FIELD 1 11 ! t (DEVELOPMENT RIGHTS INTACT) ' 1 l 1 AREA: 80,000 5F(1.84 AW '' ' :;. y (Act D n op(Jm J sizrcT b:�W t FALLOW FIELD LL i i cv il 1 Y , ------ - `,\ I I �m a i 11� / 14 23-215 COX'S LANE ' approximate location " to bet9ulsed for existing water main _ _ 764.38' S 56 22 13 E -— —— — — ——9 — irrigation water hyd —— — w�MT LOT AREA, TAX MAP LOT # 1000-96-2-10.1 sin meter —. — —— — — cono. coot. 80,00 SQ.FT. = 1.8 acres .- poe wrn4�once � �y ,e , apron o LOT AREA, TAX MAP LOT # 1000-96-2-10.2 5 5 6 * 213.45 ,� apron Postfe ce'm c 0 50. 5 N © a S 56'22 13 E r 9 ( 400,68 r� 752,03 Q NOW OR FORMERLY �' a° = 1,119,215.50 Sq.FT. = 25.7 acre,; N 0 I 'a s 33.6' O Q Q 60RAWA N Q t TOTAL LOT AREA = 1000-96-2-10.1 & 10.2 gravel parking 3a, o m n i v �'�, N° " cV • m h Cn Ct 1 = 1,199,215.50 SQ.FT = 27.5 acre: I a 1 o ^ e> r c � 19.9, N W e j5 '9 a x ` ^y N I �A m Q C) Q post do wire fence t?0.3' o S o w r L yh n wd " deck �6',y. ae i Q I qunJ briok walk oov��etato fr shad F 1H.2' grade � tV cover ( S o bemnt to grade q N b NOTE Q G 11 30.6' 4d a 26.3 6, N r 9A• N �? PROPANE TANK 500 GALLONS I 24'2' In O 5/8" POLY LINE BURIED 18" W/ TRACER WIRE FROM TANK TO HOU::E, N TAX Map nor tiry T.y� t- 1000-96-2-10.1 al?°'a a 1ST STAGE REGULATOR AT TANK AND 2ND STAGE REGULATION AT BUILDING. „ q COX'S LANE ABOVE INFORMATION BY OTHERS a a Li] z / g 1 (fy N 56°22 13"W bldg. on line 400.68' 556'±Go 213'± < N 2s5.a' 752.03' Gl L z N N $ CL o I a LY m o cfl � I Q —1 Z U co o O V) rn ai w U z 60.3 C3 40.2' z O O Z ti C,> 1000-96-2-10.2 J i� 0 O O z w 1 o ' N 5 NOW OR FORMERLY ANN GOERLER REVOCABLE LIVING TRUST .cam z 0) S 56'25'48"E 562. 18' N 55°39'00"W 10.00' 0 • o o N d- I I Ln N 1 ,N d. 0 S 56°25'48"E a 15.48' o ' iL o CO O I J ` I Lu I O NOTE: CESSPOOL, SEPTIC TANK & WATER z SERVICE _LOCATIONS BY OTHERS. O w 0 0 N N 12-21-2023 LOCATED NEW METAL BARN, 40.2'x100.3' and FRAME BUILDING, 30.3'x16.3' raj N THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT � INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, JOB No. 16-269 hkb 19u PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION SURVEYED FOR 8 HAN "i�FARM t 7209 OF THE NEW YORK STATE EDUCATION LAW. f�j, �j,N — 2 2023 GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE • SURVEY IS PREPARED. AND ON HIS BEHALF TO 114E TITLE COMPANY, GOVERNMENTAL SITUATED AT CUTCHOGUE AGENCY AND LENDING INSRTUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTION$ "*►�!,,r OR SUBSEQUENT OWNERS. TOWN OF SOUTHOLD, SUFFOLK COUNTY,.Rv. " 1301.46' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 60' DATE 10-10-2016 N 5 6°3 6 4H W EMBOSSED SEAL SHALL.NOT BE CONSIDERED TO BE A VAuO TRUE COPY. Fit_ED MAP No. DATE CERTIFIED ONLY T0: TAX MAP No. 1000-96-2-10.1 & 10.2 DISK 2016 HAROLD F. TRANCHON JR. F.C. NOW OR FORMERLY RHX CORPORATION LAND SURVEYOR P.O. BOX 616 P• 1866 WADING RIVER—MANOR RD. WADING RIVER, •`'N.Y: LTC. No. 048992 NEW YORK, 11792 HAROLD F. TRANCHON JR.'- 631-929-4695 -PENN. LIC. No. 2115—E 23-215 COX',S LANE t a approximate location S 56°22'13"E - - -- - - -- - - of existing for --- - -- -- , existing water main 764.38 to be used for 5 r irrigation water — h —`water) sign meter meter ( / LOT AREA, TAX MAP OOLOT 1000-96-2-10.1 00 ,. 3$ w�,fe^e^—^ — 150.25' -��� Q 'lam 1 SQ.FT. = 1.$ acres 556' 213.45' A apron rn apron Postfe cerre m a0) �� " F N r O N O o S 56'22 13 Ex ( 400.68 0 752.03 LOT AREA, TAX MAP LOT # 1000-96-2-10.2 NOW OR FORMERLY N d�a� O O N ( ;�Q s 33.s' O = 1,119,215.50 SQ.FT. = 25.7 acre:l 80RAWA I gravel parking 30, o o '`nn ;�, q W N `� TOTAL LOT AREA = 1000-96-2-10.1 & 10.2 I o „ F� a �; m Rm I in� Cn ` = 1,199,215.50 SQ.FT = 27.5 acre: 15 9 xx o> o T b I N�# N u, a o a, N CJ Q Q O poet & wire fenee a�'0 60.3, ( 20.8' S'o 04 O deck �sS- ~ U BLFR brick wal {r ahad 18.2' grade N Q7 fR GAR egret ( �j baeement to grade O N 0 `� 0 30.6' e.3' 26.3 s' 0 NOTE W 4x t' PROPANE TANK 500 GALLONS r04 In I 24.2 I LO O 5/8" POLY LINE BURIED 18" W/ TRACER WIRE FROM TANK TO HOUt;E, N (� TAX MAP LOT I ; k titi'T.3� I I� 1000-96-2-10.1 �tr�s o I r 1ST STAGE REGULATOR AT TANK AND 2ND STAGE REGULATION AT BU LDING. T. � c$o> ' o yhN o COX'S LANE ABOVE INFORMATION BY OTHERS N 56"22'13"W bldg, on Irne 400.68' 556'± 213'± 0 N 265.3' 752.03' I L 0 z °= a ) _j U Z 2 N N 0 Q Q M Q (n N a] Q O co 0 o ¢ � U o UZ LQ �i Z c¢1 o : rz O V ( O N Lit O IL 0 z 0 V� C 6 .3 40.2' U_j o Z J tU U 1000-96-2-10.2 J LU 0 o` 0 O z o N 0 NOW OR FORMERLY ANN GOERLER REVOCABLE LIVING TRUST Z rn rn S 56'25'48"E 562. 18' N 55°39'00"W—/ 10.00' 0 O 0 d- r Ln N . N ' o S 56'25'48"E 15.48' O CL O X Q 0) Q ct~ "N I w } � I Z o NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. O W O O N N 12-21-2023 LOCATED NEW METAL BARN, 40.2'x100.3' and FRAME BUILDING, 30.3'x16.3' N z l� THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, JOB No. 16-269 FILE No. 799D PLANTING AREAS,ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION SURVEYED FOR 8PANS Af% , t' 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITTLE COMPANY, GOVERNMENTAL SITUATED AT CUTCH ��I,r� - � 20� AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE a LENDING INSTTTUnON. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, OR SUBSEQUENT OWNERS. SUFFOLK COUNTY, N.Y. N 56"36'48"W 1301.46' COPIES OF THIS SSURRVEYHALL MAP 9NOCT BEARING HE LADOF A SUURRV VAUQ TRUE INKED �OR SCALE 1" = 60' r 'DATE- 1 Oz 1:fC""Td16 FILED MAP No. `'' `DATE CERTIFIED ONLY T0: TAX MAP No. 1000-96-2-10.1 & 10.2 DISK 2016 HAROLD F. TRANCHON JR. F.C. NOW OR FORMERLY RHX CORPORATION LAND SURVEYOR F jti,c P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR, PENN. LIC. No. 2115—E L Job:Tom Geppel Date:2/3/-IR)23 Time:8:17AM Front Elevation ' C)C) X -1 C VASZr� 4/12 4/12 to ti ti ,N.i Custom Sp8tS8der 18%vx 11-4'h Back Elevation 0C) ,4 4/12 4/12 is 01 in r< m r �.I Cum=SpUt WdaISwa 11'4'h Job:Tom Geppel Date:2/3/2023 Time:8:17AM Right Elevation 0C) x 40 A� 36'X48•Whit.He Hungft— 36"X48'White nyl Doub a Hung Wind- 36'X48'White nylDaubaHungWind— Job:Tom Geppel Date:2/3/2a23 '\ (� I�n q, Time:8:17AM Left Elevation '� V I��t'v� v, 36'X 4r Whit. nyl Dou Hung Window MX4g'Whlte hryl0oub aHungWindow Custan SpgtSlldu28%vx 10'4'h 3068 tN S?11te0 rNiml Job:I,om Geppel Date:2/3/2023 (� Time:8:17AM Front Elevation a, 4/12 4/12 q fr A Cutlam SpY Wliderl8'w I1'4T lJn1±s,+:t�n iitij r+d )ial� d1'rJailt,,i -1 Iwo,ii i I AM Back Elevation 0 v 4/12 4/12 rn r Cu9mSpOt Wderde'w t ll'4-h �r Job:Tpm Geppel Date 2/3/2023 Time:8:17AM Right Elevation GNU x 40 36'X43'Whtte nil Doube HungMndm 36'X48'White nyt Daub Huns P/Induw WX4e'Wh(te ylDoube Hwgmndm Job:Tqm Geppel Date:2/3/2023 Time:8:17AM Left Elevation �� x A b �wj a 36'X48'WhIto nyl Dou Hungwlndow 3WX481whlte rryl Daub ellungYandow Custom 5pIItSII4m28W x l0'4-h 3060 VI 5841ta rNInA 4 DRYIE#€ rf1/VYj' ` PERTIFICATE OF LIABIM Y:II suRANCE gin "C1 m Ctit'RFiCA'a t8-tssubD Aa,A mdAat m Or- INFORMATION ONLY AND CCMFERB NO PAGHTlS UPON THE CteRl ICAT1E IMLO Thtl's , �tFICATE DOM.N0t,'AMRMAT#V9L.Y OR N90ATMI&Y'A44NO, EXTEND OR ALTER THE^COVMAGE AFFORDED.bY T19E P0610m' , EIELOW, 'THM COMROATE:-Cli'',INSURANCE DO NOT-CONSTITUTE A COMRAC"t'.t�9 EN THE ISSUING JN2 { jt AUTttORMW ' a RLi'+li SENT1kT#V OR PROWCINt.'AMD.THE 4COMPiCA1TE HOLOO s i NtPOFtTAtM, .tt the,c rdfii*ft hofd#r is An ADDITIONAL,iN60Re0,'t#tti pa#ieypol)matt#irVD AI)DITIONAL it48URP.O pravi*l w.t»smdorsssi. N 6t16ttOQATitlti IS 1'tAtVED, sritLtj is# to ttto tmr t and, aadI#tares of"ptatlsy. ►r# r Po1#c#st rnsy roq tlrii nr amditxrs�€mor�t, 11 is# ltctsmtcrt'in tttla rstrltActhr ilast�nrr#cas►tsr hta to the cwiltlaata�hut:#ar e#14str at�iut sxcfams 1 Tta C13ucmm di4at9t ;tn� :.., µ ,. .t �?e. r ► z lTpctty tyolrtt� p . e , _ .iNsm"rs 4 Wks91i3lrttwom;,om #y.,-,.:':.;:.�,.rw t ft1riC+tn Canstd"tiwu i 110 tas3:sms A1+vtmm 7 TH7ti.# Tt)� TAT THE''s�2L#MS OF MU#2 NCE'LIB'# t3EI.dW HA BEEN timtxD To 1 K 0rAQ;9D t'Y? !�# yMR P oWA TAI+i0#WANY'IFk 0U T,<TOM OR C0WMt W Op,MY 'tita�4CP t3Ft OTt�'tt Ati tP#tll#fmmcr TO t "Tttd5'Y' ( C YT1piOM MAY CE ISSUED Ott I Y,PWAVI, Tfla WUWaM AFFOADVD BY YNE POMM&0MCAMED40M 13 Ma=TOALL•T#9� � €g EXt�tMSKatd Ales!i 3dS#T SldCN P01�dG1Es,L rs vuuvYN,#�AV t#1! ts£Ek#tiED P Al'iRAit?CtA1i t COMM '. gyyq ss6 < rtlCtULWM411Y'. �% a14 , 5 T., „ -„ Q a11 Jft, e q ���y r 77 R' « W01 < } ►` fit'" tr" ^���'. - '.�°>..: � ,��., �.,° _° � �' �r�aaarsrr ,w, , E" '�vw qua xnv �" S°e E,M 9 ' -C�, iD'f€RAx> iM/N+��iz,Y SA{9�,/mY7A9aVIY � a ���Yaaw„v+pF ®�ir' eF4`> •• - r•, " r A' ',.J..,€_':=,,l: ,�: z i,g:•'. ... {,,,,n, cnk+:. 'p9'w°e>a;' Y4:;<,�„a'+F a w 'n. spa^ ao f� a 'n s,yw a, iJ S 311 j �3rc�a v e.gtl,e CANSRUAMON t,L3 ) 1.y,., m•8,;w;+r ,3>r -Fj-..;' fit;: ",tea fin, tt (LD At�Y i #t AEX#3Vin t3� t►Cri1G SEJIM Catt1{tl:I$Ct ° �u17zttk C untyrt ar r�rrttrt n It b r; •+ °'t�p7!`C�,WILL Tom# 1QATE' "WMone,0rtIV t#t- tlts#ttttrr �7lfii#� - aii i'o�ALt"olt+F4Vi6/k ` !''"• =: I �� 1� .: ar; A4r11 tIITtYA1tV1E.` r _ �itt►ACti#Z�kI!r# atnstla �6ft"All Autit .4"n is! '. ! Yijtt4ttt�t >�rkrt'a9- Ct�`„-` :,. , ray,,, 100-0• timbert e-c 8 o za••o" 4'-0• 8-o" 8-a' 8-o A 4, ENGINEERIN- / Q East 22 Ph,717 Denver3550 Fax:711; Road,Suite B D 30"0 Concrete footing. (2)3 Ply 2x6 SYP combination 5Ye"x20�"SYP 24F•1.6E SP typical all sidewalls 49 or better glulam post at I glulam header at slider door West:406 S Main Street,PO Box 5, each end of the slider door (optional 3 ply 1X"y18"2.OE, 36"OJ Concrete footing at each Ph:219-766-2499 Fax:21! 2850Fb or better LVL header) end of sidewall slider door posts www.timbertecheng a creative engineering firm,pro, 4'RJ Concrete footing, and building relations ae endwalls 4� This drawing is the grope Tech Engineering,Inc.an( alteration or use of this drav - written consent of Tin Engineering,Inc.is prohibi shall not be scaled to obta m The contractors and builde this project shall verify all d e conditions before starting discrepancy shall be rep engineer in writing before O IMPORTANT NOTE: § Q 3 Ply 2x6 SYP Combination 49 3 Ply 2x6 SYP Combination 49 This plan is approved for stn C.>or better stub posts,position as or better stub posts,position as of this building. shown at gable slider doors shown at gable slider doors enazz 6P�Y GY�� / F E 07] Timothy R.Royer NY Eng.Ce i Expiration Date.03-31-2 Extend all gable posts � t0 lop of top chord CONTRACTOR: RP Fabrication 16 Youngs Aver Calverton, NY 1 OSB/Plywood sheathing w/blocking at I %fi•OSB/Plywood sheathing w/blocking at—� f panel edges,required at endwalls only,see panel edges,required at endwalls only,see Cross Section B/2 for fastening schedule I 3 Ply 2x6 SYP combination 49 or Cross Section Br2 for fastening schedule better glulam post at 8'o/c,typical /X7 DRAWING TITLE Floor Plan Concrete Slab Ed Floor Control Joi Floor Plan Scale Y"=V-0" 4 _ C - / Steel Panel Faster PROJECT: 40'xlOO'x12' Building For: h T Tom Geppel Door and Window Schedule //e,L� S 4735 Cox Lane ID Type Size Remarks Concrete slab (4)#5 Continuous rebar 9 utcho ue, NY 1 Exterior Door 3'-0"x6'4r 9 Lite a �e12 se ors 2 Split Slider Door 28'-0"x10'4" 4 3 Split Slider Door 18'-0"x11'4" 4" 28 Gage painted galvanized steel Note: PROJECT START DATE:: Steel panels are an integral part of the q Double Hung 3'-0"X4'-0" f� I building structural design. Install as per PROGRESS PRINT DATE 16" manufacturers recommendations and REVISIONS: [ these plans.Any deviation may be Concrete Slab Edge Detail scab 1"=1'-0" detrimental to structural performance. At Overhead Door Openings X JE I 1 1, .-/"r Saw cot to a depth of V or 37�•'Formed width ( Purlin bearing leg Y4D(whichever is greater) overage Controlled crack Place cut within 4-12 hours Side Lap (once aggregate is set) II Wood framing Intermediate Roof Purlin and siding o � Butyle caulking or other Faoes Ridnn—ri Ponta—-R—f Pnrlinc i f 4 ELECTRICAL X10OX12 INSPECTION REQ�1lF� D } Structural Specifications and Notes Cast-In-Place Concrete Wood This plan is intended to reflect only the structural design of this building.The 1. Concrete work shall conform to the following specifications by The American Concrete 1. General Requirements contractor shall review all applicable local, state, and federal building codes Institute (ACI). A.Structural wood members and connections shall be of sufficient size or capacity to carry all design loads ��� I prior to the start of construction to ensure building conformance. Timbe.Tech A."Building Code Requirements for Structural Concrete" (ACI 318). without exceeding the allowable design values specified in "The National Design specification for Wood LE l� IE II Engineering, Inc. is not responsible for information pertaining to this project if B."Hot Weather Concreting" (ACI 318, Sect. 26.5.5&ACI 305R). Construction"(NDS), and its"Supplement" by the American Wood Council (AWC). F ra e 'b uilding For : not shown on drawings or listed below. Revisions to the plans shall be e C. Cold Weather Concreting"(ACI 318, Sect. 26.5.4&ACI 306R). B.Wood members used for load supporting purposes shall have the grade mark of a lumber grading agency ��AY g � approved by engineer of record. All standards indicated in these notes hall 2. Materials used shall adhere to the following: certified by the American Lumber Standards Committee, ID adhere to the referenced standards chapter of the governing code listed below. A.Portland Cement: ASTM C150, type 1. 2.Heavy Timbers EpjVDINGDEPT B.Fly Ash: ACI 318, Sect. 26.4.1.1. A.Structural solid sawn timbers shall be designed, fabricated and installed in accordance with the NDS by �^��o�$Q'SIVIOLD Desi n Re uirements iv;, 9 q C.Aggregates: ASTM C33, maximum aggregate size is one inch. AWC. 1. Governing Code: (Structural Provisions Only) D.Fiberglass reinforcement: PCI MNL 128 Standard, B.Structural glued laminated soft wood timbers shall conform with the"American National Standard or o Including, not limited to: 2020 Building Code of NY State E.Air-entraining admixture: ACI 318, Sect. 26.4.1.4. Structural Glued Laminated Timber" (ANSI 117 2306.1). A. Risk Category II F.Chemical admixtures: ASTM C494,water reducing. All concrete, except footings, shall C.Structural decking shall conform to the NDS. 2. Dead Loads: contain a water reducing admixture. No admixtures containing calcium chloride are D.Glued laminated columns for post frame applications shall be manufactured with laminating combinations A.Roof 10 psf permitted. All other additives shall not be used without prior approval of the structural that will provide a minimum design value of 2,150 psi for compressive stress (Fc), and 1,900 psi for B.Floor n/a psf engineer. bending stress (Fb).Do not cut, alter or remove truss or frame members without the written approval of the 4735 Cox L do-ft n eC.Other n/a psf G.Vapor retarder: Clear 8-mil thick polyethylene. structural Engineer. P R VED AS NOTED 3. Live Loads: 3. Proportion normal-weight(145 pcf)concrete mixes to provide the following properties: E.Handle frames and trusses with straps or slings so as not to mark wood surface. DATiff A.Roof 25 psf A.Compressive strength. 4,000 psi at 28 days(unless noted otherwise). F. Do not cut, alter or remove truss or frame members without the written approval of the structural Engineer. B.P.# B.Floor n/a psf B.Slump limit: 3"-6"at point of placement without superplasticizer. Superplasticizers G.Provide accommodations for deflection, shrinkage and swelling of timbers where in contact with brittle FEE: BY: C.Other n/a psf (ASTM C494, Type F or G) may be added to concrete that has a 2 to 4 inch slump materials. NOTIFY BUILDING DEPARTMENT A 4.Truss Loads: before the addition, and that is not warmer than 95 degrees Fahrenheit. The slump shall 3. Dimension !_umber ° 765-1802 8 AM TO 4 PM FOR THE C*** utchogue , A.Top Chord Live 25 psf not exceed 7Yz"with the addition of the superplasticizers. A.All lumbe,species graded visually or mechanically, shall comply with the NDS by AWC, and the "American FOLLOWING INSPECTIONS: E� 35 B.To Chord Dead 5 sf 1. FOUNDATION - TWO REQUIRED�' P P C.Water-cement ratio: 0.45 maximum at point of placement. Softwood Lumber Standard"(PS 20) by the U.S. Department of Commerce. C.Bottom Chord Live 0 psf D.Air content: 5 to 7 percent for concrete exposed to freezing and thawing, 2 to 4 percent B.Unless specified otherwise, the minimum grade and species for posts shall be#1 Southern Pine; the FOR POURED CONCRETE D.Bottom Chord Dead 5 psf elsewhere. minimum grade and species for beams, headers and other primary structural members shall be#1 5. Snow Loads: (Roof live load may control) 4.Reinforcing steel shall be fabricated, detailed and placed in accordance with the ACI 318, Southern Pine. 2• ROUGH - FRAMING & PLU�.dB'tvu A.Ground Snow(Pg) 25 psf and shall conform to the following: C.Lumber used for secondary framing shall be#1/#2 Spruce-Pine-Fir(SPF)or better. 3. INSULATION B.Flat Roof Snow(Pf) 21 psf A.Deformed reinforcing bars: ASTM A615/A615M with a minimum yield strength of D.Post frarn-3 headers shall be two-span continuous beams with all multiple ply headers overlapping so that 4 FINAL - COtJS?' i^_,�N M: ST Design Engineer ,. C.Snow Ex osure Factor Ce 1.0P ( ) 60,000 si rade 60 BE COMPLETf� - ^,P (9 )� the butt joints for each ply do not occur at the same post. ALL CONSTRUC?ir�, ,D.Snow Load Risk Factor(1) 1.0 B.Welded wire fabric(WWF): ASTM A1064, flat sheets, not rolls. E.Mechanically laminated columns shall conform with ASABE EP 559.1. MEET T E E.Thermal Ct 1.2 )DES OF N( ) C.Ties/Stirrups: ASTM A615/A615M, grade 40. 4.Engineerec'.Nood REQUIREMENTS OF Th; F. Min. Balance Roof Snow Load 21 psf E N 5. Concrete work shall be executed according to the following: A.Wood Stwctural Panels YORK STATE, NOT RESPONSIBLE FCC G.Unbalanced Snow A.Concrete shall be placed in the forms within 1Yz hours after the introduction of cement to i. Ai panels, including plywood, oriented strand board (OSB), and composite panels, shall meet the DESIGN OR CONSTRUCTION ERRORS. i. Windward roof 6 psf the aggregate unless otherwise approved by the engineer. requirements of voluntary product standard PS 1, and shall be identified with the appropriate ii. Leeward roof 35 psf 7'from ridge, then 21 psf B.Curing compound shall be applied in a uniform layer over all cast-in-place surfaces at a trademark of APA-the Engineered Wood Association (APA-EWS). TTE DRAWING NUMBER: E072-23 6. Wind Load (ASCE 7-16) rate of not less than one gallon per 150 square feet of surface. Curing compound shall ii. Plvwood, OSB and composite panels may be used interchangeably, unless specified on plan. COMPLY WITH ALL CODE OF A.Ultimate Wind Speed (V) 127 mph meet the requirements of ASTM-C309, Type 2, Class A or B. iii.All panels shall have the correct span rating for the application (i.e. roofing, flooring, siding). NEW YORK STATE & TOWN ODES 4/1o/z3 B.Wind Exposure Category C C.Maintain tolerances and surface irregularities within ACI 117 limits of class A for iv.Install panels with Ion dimension or strength axis perpendicular to supports, /pF NEW g P 9 9 P P and continuous across r fps C.Enclosure Classification Enclosed concrete exposed to view, and class C for other concrete surfaces. Floor slabs shall be tv,o or more spans unless specified otherwise on plans. AS REQUIRED AND CONDITI NS OF gc� R°� 'T 7. Lateral Soil Loads: screeded, floated and steel troweled to a smooth, dense and lane surface. v. Provide one eighth inch spacing at all panel ends and edges for expansion. P 9 P 9 p 9u ,c A. �,* A.Equivalent Fluid Density (EFD) n/a ps/ft D.Accurately position, support, and secure reinforcement. vi.Nailing schedule: - „ -�� Eo 2 2 8. Lateral Stored Material Loads: i. Reinforcing bars shall lap 48 bar diameters at splices in concrete unless a. Wail and roof panels having%",'/,s', and'32'thickness shall be fastened w/8d (0.131"x2.5") nails; SOUTHO C TOVN PLAN 1NG B'1`�,D R ..a, �w A.Equivalent Fluid Density(EFD) n/a ps/ft otherwise noted. all thicker panels shall be fastened w/10d (0.148"x3") nails unless specified otherwise on plans. zI r o73g6 9. Earthquake Design Data: ii. Provide corner bars to match all continuous reinforcing in concrete and masonry. b. Nail spacing at panel edges shall be no more than 6 inches on centers unless specified otherwise $0dT1 rJ 6 7V U$ EE$ (Analysis Based on Equivalent Lateral Force Procedure) iii. Reinforcing bar hooks shall be ACI standard. �,�---- ® . Fes 9 on fans. h J C'Y EC A.Spectral Response Acceleration S 0.05 iv. WWF shall have ends lapped one full mesh, and shall extend onto supporting c. Nails spacing at intermediate supports- A0,0 b B.S ectral Res onse Acceleration S1 0.176 PP PP 9 P g pports:r P P s walls. s „/a and /,s"wall panels w/studs/girts at 24 on center: 6 inches on center nail spacing unless C.Seismic Design Category B v. Chairs, bolsters, bar supports, and spacers shall be sized and shaped for specified otherwise on plans Timothy R. Royer P.E. NY Cert#73963 D.Seismic Risk Factor, le 1.0 1 strengthen support of reinforcement during concrete placement. All other conditions: 12"on center nail spacing unless specified otherwise on plans. Expiration Date: 03-31-2026 E.Site Class D E.Provide minimum concrete cover on reinforcing bars as follows: d. Start nailing at%"from panel edge.IMPORTANT NOTE: ' F. Basic Structural System i. Cast against earth................................................3" vii.Blocking around panel edges. OCCUPANCY OR Light Framed Walls with Shear Panels ii. Exposed to earth or weather(#5 or smaller)........%" a. Or,Halls, all panel edges shall be blocked with 2" nominal or wider framing. U� f� UNLAWFUL This plan i5 approved for structural G.Response Modification Factor(R) 2.5 iii. Exposed to earth or weather(#6 or larger).......... 2" b. On roof, blocking around panel edges is not required unless specifically specified on plans. ENGINEERING design of this building H.Deflection Amplification Factor(Cd) 2.5 iv. Slabs and walls not exposed.................. a" B.Structural Composite Lumber(SCL) �IT��UT CERTIFICA E ............. _ Earthwork F.Install construction, isolation, and control joints as indicated on drawings. i. All SCL members including laminated veneer lumber(LVL), parallel strand lumber(PSL)and A' 1. Requirements i. Control joint panels shall be rectangular in shape and shall not exceed a length labmated strand lumber(LSL)shall conform to ASTM D5456. OF OCCUPANCY 22 Denver Road , Suite B Denver, PA 17517 A.Provide a construction grade extending ten feet beyond building exterior walls. to width ratio of 1.5. ii. Insxaii as shown on this plan and according to the manufacturer's recommendations. Earthwork shall meet the requirements of Section 1804 of the IBC. ii. Position of construction joints other than those shown on the drawings shall be 5. Prefabricated Components B.Excavate for foundations to subgrade elevations regardless of character of materials submitted to the structural engineer for approval. A.Metal Platy Connected Wood Trusses Phone: 717-335-2750 Fax: 717-335-2753 and obstructions encountered, unless otherwise approved by the structural engineer. G.Backfill shall be placed against both sides of stem walls simultaneously where I. Engineer, fabricate, and erect metal plate connected wood trusses for the design, loading (including C.Perform excavation work in compliance with applicable requirements of authorities applicable. No backfilling against walls shall be done until the slabs at the top and loading under truss loading, snow loading, wind loading sections, knee brace reactions- if any, & RETAIN STORM WATER RUNOFF having jurisdiction. bottom have been placed, unless the walls are adequately braced. Allow concrete other loading required by the IBC), spacing, and geometry shown on this plan. Comply with TPI 1 PURSUANT TO DH�P I i�H 236 2. Materials walls to cure for a minimum of fourteen days before backfilling. "�!�'s Hal Design Standard for Metal Plate Connected Wood Truss Construction" by the Truss Plate Q THE TOWN CODE.A.Satisfactory soil: ASTM D2487 unified soil classification groups GW, GP, GM, SW, H.Consult architectural, mechanical, and electrical drawings for additional openings not Ins'tute (TPI). - 406 South Main Street, P.O . Box 509 , Kc"its, I N 46347 SP, and SM; free of rock or gravel larger than two inches in any d pension, debris, shown on structural drawings, and for embedded items such as inserts, pipe sleeves, ii. SU?Yllt shop drawings and structural analysis data, signed and sealed by a qualified professional waste, frozen materials, vegetation, or other deleterious matter. hanger straps, etc. er,oneer engaged by the fabricator who is registered in the state where this project is located. ° B.Unsatisfactory soil: ASTM D2487 unified soil classification groups GC, SC, ML, MH, I. The contractor shall be responsible for stability and integrity of all excavations and W, A truss design shall comply with the NDS by AWC. Phone: 219-766-2499 Fax: 219-76( g p existing structures. iii.Enf,nge a fabricator who participates in a recognized quality-assurance prograrn that involves C.Backfill and fill: satisfactory soil materials. iirsp�-ticn by an independent inspecting and testing agency acceptable to authorities having Metal Cladding urkoliction. Abide b 3. Execution 1 Steel siding and roofing panels shall be fabricated from 29 gage, grade E (80 ksi) Involving Metal Plate Condnected Woo Trus ese Standard Responsibilities in the Design Process . A.Shallow post foundations have been designed in accordance with ASABE EP486 for structural quality steel with hot dipped galvanized coating conforming to ASTM n Hills I I R . Kingston ri n s T N 37 Q 2 an assumed allowable load bearing pressure of 2,000 psf. Spread and strip q ry PP g g g iv.Dimension Lumber: comply with PS 20 for any lumber species, graded visually or mechanically. 17 2 L u ybe S d Springs,g 0 V Alain products or with an aluminum-zinc alloy coating conforming to ASTM A792/A792M V. Connector Plates: structural �Rl��t�6���,D�E3Q �� � *��• ��� foundations have been designed for an assumed allowable load bearing pressure of � quality steel sheet, zinc coated, complying with ASTM A653/A 653M, ° '" � lain roducts only). 2,000 psf(No increases permitted). The contractor shall verify this assumption, and (P P y)' grade 33, G60 coating designation. 2. Aluminum siding and roofing panels shall be fabricated from nominal 0.018 inches thick, vi.lnstall and brace trusses according Phone: 615-378-1535 Fax: 615-378-1587 shall immediately notify the structural engineer in writing of any deficiency. g to"BCSI : Guide to Good Practice for Handling Installing, B.Place backfill and fill in layers not more than eight inches in loose depth at optimum 3104 Finish: A temper, high strength aluminum conforming to ASTM B209 Restraining, and Bracing of metal plate connected wood trusses" by TPI and SBCA. Install trusses moisture content. Compact each layer under footings and slabs to a dry density of at 3. Paint Finish: All panels,when required, shall receive a factory applied polyester coating plumb, square, and true to line; and securely fasten to supporting construction. conforming to the manufacturer's specifications. vii.Tem ora bracing is the responsibility least 95 percent of maximum dry density as determined by ASTM D1557 P ry g of the contractor and shall be installed according to the ZO NOT'PROCEED WITH 4.Flashings shall be shop fabricated from material that is the same gage and finish as the rP,Cmmendations of BCSI b TPI and SBCA. C.Bottom of exterior footings shall be a minimum of 36 inches below finished grade, wall/roof panels to which the are attached. Where practicable, flashin s shall be y FRAk-MICa UNTIL:S�JRVEYl% and the top of interior footings shall be eight inches below finished floor unless a y P g viii.Pennanent bracing shall be installed according to this plan and the manufacturer's design, OF FOUNDATION LOCAT,IONNN furnished in maximum be lengths. as%,vell as SBCA and TPI recommendations. Unless otherwise noted, all temporary bracingHAS BE 31 APPROVED. thickened slab is specified on the plan. 5. Caulking Sealant shall be a gun grade or tape type non-hardening long-life butyl (for elements shall remain in place in the finished structure. Minimum lateral brae ng of webs and Slabs on Grade sealing metal-to-metal gasket joints), or gun grade non-acetic acid cured long-life silicone bottom chord members shall be as required by truss design. Buildc; 1. Floor slabs shall be planed to a class"A"tolerance, that is, having a maximum amplitude (for filling voids). All caulking or sealant shall be applied in a neat manner with excess ix.Do not alter, cut or remove truss members. ,#VMIL NAM ■ of%"in 10 feet any direction. All floor slabs shall be screeded, floated,and steel troweled caulking or sealant removed from exposed surfaces. x. Rernove and replace wood trusses that are damaged or deficient. Ar___X [ to a smooth, dense, and plane surface. 6. Fasteners: All screw fasteners shall have a combination steel and neoprene washer. B.Structural Insulated Panels (SIP) .. C; ontractor ■ 2. All slabs on grade shall consist of a minimum of 4"thick concrete slab reinforced with 6x6 Nails shall have a Fabroseal washer or equivalent. Fastener selection and installation i. Design and fabricate in accordance with the recommendations of APA-PDS Supplement 4.. All exterior lighting manufacturer. . W1.4xW1.4 welded wire mesh on 4"of crushed stone (unless noted otherwise). See shall be as recommended by ii. Install as shown on this plan and according to the manufacturer's recommendations. installed Fabricatiollloii-%l cast-in place concrete notes for slump requirements. Maximum size of crushed stone 7. Installation of all metal cladding, at flashing, trim, sealant and fasteners shall be according 6. Pressure Preservative Treatment(PPT) + Mplaced or U IN to MFG. specs. a p g ( ) repaired shall conform shall be 1". A.Pressure treatment to be performed according to the American Wood Preservers'Association AWPA 3. Control joints for reinforced slabs on grade shall be a maximum of 16'o/c, or as specified Fireblockin and Draftstopping (See IBC Chapter 7) standards to ChGFter 172 R '1-'00 on floor plan, in either direction. Control joint panels shall be rectangular in shape and 1. Vertical Fireblockin B.Pressure treated members shall have the inspection mark of an agency accredited by the American shall not exceed a length to width ratio of 1.5. g Lumber Standards Committee. Of the Town Code 9 A. Fireblocking shall be installed at the ceiling line between posts for all buildings that are to have a finished ceiling C.Preservative: chromated copper arsenate(CCA), alkaline copper quaternary (ACQ), copper azole(CA)as 2. Attic Draftstopping specified b.�f American Wood Protection Association. 16 A. Attic spaces of 3,000 square feet or more must have draftstopping installed in such a D.Minimum vAaterborne treatment retention shall be 0.4 pcf for members above ground, and 0.6 pcf for Youn -m- s Avenu ... manner as to partition any area of attic space to less than or equal to 3,000 square feet. members in contact with earth. B. Draftstopping in an attic space will consist of not less than 0.5 inch gypsum board or E.Treat indic:�ted items and the following: 0.375 inch wood structural panel or particle board (OSB), applied to the entire face of i. Wo)d members exposed to weather or insect infestation. truss(including eaves) in a manner that no passage is possible from one side of the ii. Wood members in direct contact with earth or concrete. Note: iii.Wood members exposed to high moisture content >1 ° truss to the other. For raftered roofs, a light framework must be made to hold p 9 ( 9/°for dimension lumber, >16/°for glued draftsto rn material. lamnated timber). a I ve rt o n NY 119 %fj�1' 3 This plan is only approved for the structural pp g iv. grade. 3. Horizontal Draftstopping design of this building. Additional information A. Horizontal drafstopping shall be installed at intervals not exceeding 10 feet in buildings F.Field treat newly exposed wood where cutting, drilling or notching pressure treated lumber. that will have lined or finished interiors. Horizontal draftstopping will consist of 2x boards G.Metal conn"Ictors used in treated wood shall be hot-dip galvanized as per ASTM 153/A153M. (of not lessthan 2"wide) installed vertically between horizontal wall girts at each post H.All metal pi!-,ducts installed in contact with treated wood shall be separated with a min. barrier of 30#felt may be required to obtain a building permit. The both on the interior and exterior of the post. In lieu of 2x boards,0.5 inch gypsum board paper. contractor shall review all local state and federal may be used as long as the fit is tight. See IBC Chapter 7 for additional options. 7. Connections snall be designed and constructed according to the NDS by AWC and shall conform to the > > following: ■ IMPORTANT NOTE: A.The APA rated sheathing attachment to roof and wall framing shall be as specified in Section 6 of Wood ■ building codes prior to the start of construction to Buildings with unfinished interiors notesabov�. Lin r a w B.The minimn;n connection shall be two 16d (0.131"x3.25" nails), unless specified otherwise in other sections ■ ensure buildin conformance. Fireblocking and draftstopping must be installed if building interior is to be g lined (or finished) in the future. See"Fireblocking and Draftstopping" note. of notes or,)n the plans. If a ceiling is to be installed in the future, a vented soffit and ridge vent C.Post Frame Construction must be installed to meet the attic ventilation requirements of the IBC. i. Fas°en each ply of header to post with 16d (0.131"0.25") nails or larger, unless different fastener is Cover Page - Project Description , Index & Notes The net free ventilating area shall not be less than Y50 of the area of the spef1fied on the plans. ii. When a three ply header is specified on plan, notch post to accept one ply. space ventilated. iii.Whm a four ply header is specified on plan, notch post to accept two plies-one notch on each side Page 1 - Floor Plan , Concrete Slab Edge Detail , Floor of post. iv.Unless specified otherwise on plans, fasten wall girts to post w/(2) 16d (0.131"x3.25")or larger Control Joint Detail Steel Panel Fastening Detail nails; at splice two nails are required on each side of splice. f v. Unless specified otherwise on plans, fasten roof purlins to trusses or rafters w/(2) 16d (0.131"x3.25")or larger nails except 3 nails around roof perimeter; at splice, two nails are required Page 2 - Cross section A/2, Cross Section B/2, 2-Ply on each side of splice. D.Conventional framing shall be fastened as specified in IBC Chapter 23, unless specified otherwise on plans. View 1 of Floor P I a n E.Other con I , nections as per standard construction practice.Header D etai Page 3 - Elevations TTE Drawing Number: E072-23 .......... ................ ............. 1001-01, 81-01, 81 8'-0" 8'-0" 8'-0" 28'-0" 4'-0" 81-01, 8'-0" 8'-0" -01. 4'-0" timberte ch I1 _ _, Ei East: 22 Denver Road, Suite B Denver, PA 17517 Ph:717-335-2750 Fax: 717-335-2753 30"0 Concrete footin ,—/ (2) 3 Ply 2x6 SYP combination 5Y8"x20%" SYP 24F-1.EE SP g d lid t d seroor h l luam header a 49 or better glulam post at g :West:406 S Main Street, PO Box 509 Kouts, IN 46347. typical all sidewalls 9 (optional 3 ply 1Y4"x18"2.0E, Ph:219-766-2499 Fax: 219-766-2394 each end of the slider door Concrete footing at each 2850Fb or better LVL header) end of sidewall slider door posts www.timbertecheng.com a creative engineering firm, providing solutions 24"0 Concrete footing, / and building relationships —,,,.' typical all endwalls ............. . ........... �e) This drawing is the property of Timber Tech Engineering, Inc. and reproduction, aIteration or use of this drawing without the written consent of Timber Tech Engineering, Inc. is prohibited. Drawings shall not be scaled to obtain dimensions. 9 9 Zo The contractors and builders involved on A' this project shall verify all dimensions and B conditions before starting work and any discrepancy shall be reported to the n engineer in writing before starting work. O IMPORTANT NOTE: 9 9 03 03 Ply 2x6 SYP Combination 49 3 Ply 2x6 SYP Combination 49 >or better stub posts, position as or better stub posts, position as<�Z of this building. This plan is approved for structural design shown at gable slider doors shown at gable slider doors 4/10/23 C)F NE[V RAY 'T- 'EO 2-2 9 9 0739 co F11-S Timothy R. Royer NY Eng. Cert#73963 Expiration Date: 03-31-2026 Extend all gable posts CONTRACTOR: co to top of top chord RIP Fabrication 16 Youngs Avenue Calverton, NY 11933 OSB/Plywood sheathing w/blocking at OSB/Plywood sheathing w/ blocking at 9 f panel edges, required at endwalls only, see panel edges, required at endwalls only, see bo Cross Section B/2 for fastening schedule 3 Ply 2x6 SYP combination 49 or Cross Section B/2 for fastening schedule better glulam post at 8' o/c, typical DRAWING TITLE: Floor Plan Concrete Slab Edge Detail Floor Control Joint Detail Floor Plan Scale Y4" = V-0'. Steel Panel Fastening Detail PROJECT: 40'x1 00'xl 2' Post Frame Building For: Tom Geppel Door and Window Schedule 4735 Cox Lane ID Type Size Remarks Concrete slab (4) #5 Continuous rebar Cutchogue, NY 11935 1 Exterior Door 3'--0"x6'-8" 9 Lite 2 Split Slider Door 28'--0"x1 0'-4" A, . 44 4* 3 Split Slider Door 18'-.O"xl 1'4" A PROJECT START DATE: 2-17-2023 28 Gage painted galvanized steel Note: co Steel panels are an integral part of the A Double Hung 3'--0"x4'-0" 4 building structural design. Install as per PROGRESS PRINT DATE: 3-9-2023 16" manufacturers recommendations and these plans. Any deviation may be REVISIONS: DATE: BY: Concrete Slab. Edge Detail Scale 1" V-0" detrimental to structural performance. 7, At Overhead Door Openings T 91, Saw cut to a depth of 1" or 37Y4" Formed width Purlin bearing leg Y4D (whichever is greater) 36" Coverage Side Lap Controlled crack Place cut within 4-12 hours (once aggregate is set) Wood framing Intermediate Roof Purlins and siding 9 tyle caulking or other I Eaves, Rid ge and Endlaps - Roof Purlins WWF* approved control joint filler #1 OxlY2" screw typical Steel Panel Fasteninq Detail- Floor Control Joint Detail Scale 1'-0" *Note: Every other bar shall extend through control and construction ENGINEERED BY: joints. Cut one half of horizontal steel at these locations. E. Pesce / M. Grishchuk IDRAFTED BY: R. Miller DRAWING NUMBER: PAGE: E072-23 rill,of 3 ..................... .............. ......... ....... ......... ......... Double 2x6 framing between trusses fasten together w/two rows of 1 Od nails 8" o/c 28 Ga. painted metal roof Fasten diagonal brace to double 2x4#2 or better SPF purlins, 24" o/c, Ridge vent x framing w nai ls fasten to truss w/ (3) 16d R.S. nails each; at gable trusses, use (2) 16d 2x4#2 or better SPF purlins, 24" o/c, R.S. nails and (1) #8x3Y2"wood screw Wood Truss fasten to truss w/ (3) 16d R.S. nails each 25,5,0,5 Loading, 4' o/c timbertech Fasten top chord of truss to each---"/ Brace per mfg. specs 2x4 "X" bracing on webs indicated, \-Fasten top and bottom chords of required at each endwall ply of double 2x6 framing w/ (4) truss to each post w/ (6) 16d nails ENGINEERING 12 16d nails (into end grain) 41 2x6xl 8" SYP truss tie down block, fasten to *11_�Gable truss East:22 Denver Road, Suite B Denver, PA 17517 truss w/(8) 16d nails, fasten to headers w/ (4) Ph: 717-335-2750 Fax: 717-335-2753 16d nails each, at post location, notch post to Trusses, 4' (2) H10A hurricane ties b, o/c-/ .1 Fasten top and bottom chords of : Simpson Strong Tie per accept truss, fasten truss to post w/ (8) 16d nails truss to each post w/ (6) 16d nails West:406 S Main Street, PO Box 509 Kouts, IN 46347: truss at glulam beam Ph: 219-766-2499 Fax:219-766-2394 (2) 3 Ply 2x6 SYP combination 49 stub 2x6 Diagonal brace (approximately 450 slope) w/ posts, spaced as shown on Floor Plan --2x4 Continuous lateral restraint on www.timbertecheng.com 2x6 Face board 2x6 stiffener (flat) on top of brace, required at top of bottom chord at spacing I 5Y8"x20%"SYP 24F-1.8E SP glulam header at slider door(optional 3 ply required by truss manufacturer every endwall post and stub post where truss 2 Ply 2x1 2#1 SYP header, fasten a creative engineering firm, providing solutions Aluminum fascia &vented soffit height exceeds 3'-6", fasten together w/ 16d to posts w/ (10) 16d nails each and building relationships 134"x18" 2.OE, 2850Fb or better LVL header, see View 1 for more detail) nails 12" o/c, fasten to posts w/(8) 16d nails Z F�: ............ .............. ........... . ..... 2 Ply 2x1 2#1 SYP headers, fasten to Y16" OSB/Plywood sheathing beneath metal--.., This drawing is the property of Timber post w/ (8) X16"x4" GRK RSS screws 2 Ply 2x6#2 or better SPF doorjamb, 3 Ply 2x6 SYP combination 49 or each, (4) screws on each side of splice siding w/ blocking at panel edges, fasten w/ ripped to fit, fasten together w/ 16d Tech Engineering, Inc. and reproduction, 8d nails 6" o/c at panel edges, 12" o/c at better glulam post at 8' o/c, typical_'*�� intermediate framing, typical both endwalls nails 8" o/c staggered, fasten from alteration or use of this drawing without the 2x4#2 or better SPF girts, 20" o/c, fasten header w/ 16d[ nails, 10" o/c written consent of Timber Tech,----to post w/ (3) 16d R.S. nails each Engineering, Inc. is prohibited. Drawings shall not be scaled to obtain dimensions. 28 Ga. painted steel siding _Z01 3 Ply 2x6 SYP combination 49 or J The contractors and builders in on 4" Concrete slab w/ L 2x8 SYP treated skirt board, fasten better glulam post at 8' o/c, typical this project shall verify all dimensions and 6x6 10 ga. WWF to post w/ (4) 16d hot dip galvanized 28 Ga. painted steel siding conditions before starting work and any jj nails, (8) nails at gable ends discrepancy shall be reported to the Concrete backfill engineer in writing before starting work. 4" Crushed stone --#4x1 6" Rebar thru post at IMPORTANT NOTE: 8" above concrete footing Concrete backfill co This plan is approved for structural design of this building. 30 MO Concrete footing 4 4 4/10/23 or-NEW RAy A Cross Section A/2 Scale Y4" 1'-0" �#41 2" Rebar thru post at J 8" above concrete footing *2 0 2- .......... 0790 ............................ . Concrete footing S 24"0 Timothy R. Royer NY Eng. Cert#73963 Expiration Date: 03-31-2026 Cross Section B/2 ScaleY2" CONTRACTOR: RP Fabrication 16 Youngs Avenue Calverton, NY 11933 (2) H1 CA hurricane ties by Simpson At post, fasten truss to Strang'Tie per truss at glulam beam post w/ (8) 16d nails 5,ys"x20%" SYP 24F, 1.8E SP glulam Notch post to accept truss; truss header (optional 3 ply 1Y4"x18" 2.0E, 2850Fb or better LVL header, fasten to have direct bearing on post 2x6x1 8"#2 or better SYP truss tie down together w/ (3) rows of Y16"x5Y8" GRK Trusses, 4' o/c block, fasten to truss w/ (8) 16d nails 2 Ply 2x1 2#1 SYP header, RSS screws, 18" o/c, staggered) DRAWING TITLE: and to headers w/(4) 16d each ply typical for 8' span (112) 4"x1 0" GRK RSS Cross Section A/2 At post, fasten truss to screws, typical each end post w/ (8) 16d nails Cross Section B/2 2 Ply Header Detail Notch post to accept truss; truss to have (5) X16"x4" GRK RSS screws View 1 of Floor Plan direct bearing on post Alternate splices,(8) V16"x4" GRK 2 Ply 2x1 2 #1 SYP headers, fasten \'_�_(2) MSTA24 Strap ties by Simpson-,// Steel plate "B", attached PROJECT: RSS screws each, (4) screws on to post w/ (8) Y16"x4" GRK RSS Strong Tie, one each side of post, to both sides, see detail 40'xl 00'xl 2' Post Frame each side of splice screws each both ends of glulam header tl= =13 Building For: Post Tom Geppel 4735 Cox Lane Double 3 ply 2x6 SYP combination 49- Cutchogue, NY 11935 or better glulam post, fasten posts . Header Detail -___ Scale Y2" = 1'-0" together w/,y2"O threaded rod, 24" o/c PROJECT START DATE: 2-17-2023 C1 b C1 33 PROGRESS PRINT DATE: 3-9-2023 REVISIONS: DATE: BY: #5x3O" Rebar thru double post at 8" above concrete footing Concrete backfill 4 CD 4 4 4' 4 CD 4 . 4 4d 4 36"0 Concrete footing ENGINEERED BY: E. PlEsce / M. Grischuck DRAFTED BY: View 1 Scale 4" = 1'-0" R. Miller Floor Plan DRAWING NUMBER: PAGE: E072-23 2 of 3 ............ .......... LLnj, imbertech ENGINEERING East: 22 Denver Road, Suite B Denver, PA 17517 Ph: 717-335-2750 Fax: 717-335-2753 West:406 S Main Street, PO Box 509 Kouts, IN 4634T Ph:219-766-2499 Fax: 219-766-2394 www.timbertecheng.com a creative engineering firm, providing solutions and building relationships This drawing is the property of Timber Tech Engineering, Inc. and reproduction, Iteration or use of this drawing without the written consent of Timber Tech Engineering, Inc. is prohibited. Drawings shall not be scaled to obtain dimensions. The contractors and builders involved on this project shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work. 12 IMPORTANT NOTE: This plan is approved for structural design -------- of this building, 4/10/23 -01 i3F NEW 0D -2 073 Timothy R. Royer NY Eng. Cert# 73963 LL— Expiration Date: 03-31-2026 CONTRACTOR: RP Fabrication Front Elevation Scale Y16" = 1'-0" Left Elevation Scale Y16" 16 Youngs Avenue Calverton, NY 11933 DRAWING TITLE: Elevations 124 � S ! I � i rM PROJECT: 40'x100'x12' Post Frame Building For: Tom Geppel 4735 Cox Lane Cutchogue, NY 11935 Rear Elevation Scale Y16" = 1'-0" Right Elevation Scale Y16" V-0" PROJECT START DATE: 2-17-2023 PROGRESS PRINT DATE: 3-9-2023 REVISIONS: DATE: BY: ENGINEERED BY: E. PEsce / M. Grischuck DRAFTED BY: R. Miller DRAWING NUMBER: PAGE: IE072-23 r3 of 3