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HomeMy WebLinkAbout49582-Z suFFoc,� =�p�o coGy� Town of Southold 3/9/2024 P.O.Box 1179 0 53095 Main Rd oy per }` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45032 Date: 3/9/2024 THIS CERTIFIES that the building ACCESSORY Location of Property: 3800 Duck Pond Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-2-17.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/13/2023 pursuant to which Building Permit No. 49582 dated 8/15/2023 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: accessory 30 x 40 commercial storage building with no electric as applied for. The certificate is issued to E&C Property Holding of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au on ed S' afore ao�SU EF Q TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY col � ya t 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#: 49582 Date: 8/15/2023 Permission is hereby granted to: E & C Property Holding _ Attn: Accounting Department 158-11 Harry Van Arsdale Jr Flushing, NY 11365 To: Construct an accessory 30 x 40 storage building (commercial) as applied for. At premises located at: 3800 Duck Pond Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 83.-2-17.3 Pursuant to application dated 2/13/2023 and approved by the Building Inspector. To expire on 2/13/2025. Fees: COMMERCIAL ACCESSORY BUILDING OR ADDITION $580.00 CO-COMMERCIAL $50.00 Total: $630.00 Building Inspector 1' Y OF soUTy0lo — TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ? INSPECTOR SOUTyo�o # # TOWN OF-SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING I . [ ] FRAMING/STRAPPING [ FINAL �- �'I [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPE ION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL REMARKS: io &U4 km . V K Cp DATE o Y LO INSPECTOR I N IELD INSPECTION REPORT ))ATE �L CO ENTS FOUNDATION (IST) y ------7---------------------------- C FOUNDATION (2ND) O rA H ROUGH FRAMING& � w PLUMBING � U r INSULATION PER N.Y. H STATE ENERGY CODE Z O d ✓4s VAW1 fit FINAL ADDITIONAL COMMENTS m �F- ��al- -J- c c— D-Sac� S (1 1-4 V R ! t a ate"pc t c. 0 z m X b b H O z x d H ao�s�ffoi,r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 l Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtomM.gov Date Received APPLICATION FOR BUILDING PERMIT C� For Office Use Only ® E ((u I[ II 1UJ I PERMIT NO. J� Building Inspector: F E R 13 2023 -Applications andforms must be filled out in-their entirety.Incomplete BUlLdallita IJEPT. applications will notpe accepted: Where.the Applicant is not,the:owner=an. TOWNOF800TH11ILD Owner's Authorization form_(P'age 2);shall be-completed:,.,,;t t Date: 01NNER(S)OF'PROPERTY Name: SCTM#1000- Project Address: �� ,4 Phone#: C� f$� Email: Mailing Address: CONTACT PERSON. - Name: LI�SAL�� Mailing Address: Phone#:._1.,��.1� 2,©U.�.���� _ Email:l�,��..T��,-- DESIGN PROFESSIO A N L;INFORMATION:a Name: Mailing Address: Phone#: 1� g � Email: �CONTRACTOR INFORMATION:, Name: Mailing Address: Phone#: Email: DESCRIRTION-OF'PROPOSED CONSTRUCTION•: L New St ture ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other Will the lot be re-graded? ❑Yes XNO Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION' Existing use;of property: - -- Intendp pse'o. p�ope.rry: Zane or use`.disttict in'which.pre.miser is situated: ;Af eahere'any covenants and`restrictions:w tti.respect to ,this property? '`�Yes; Na,IF YES;PROVIDE A COPY: Check Bo' x After Heading: +The.owner/contractor%desfgn professional is responsible foi.iil:diatnaSe drid stonn'water iisuei i6 pioiilded by fha ter Z3'6,of the:Town.[ode.,APPCitKTION IS HEREBY MADE fo,'the Buildin-Depprtmentt(or t e fssuW10 Of.3 8ulldln{Penult pursuant to the Building Zone p Ordinance,of tfie Town of Southold,Suffolkr6unly,New York and•other applicible Laws;ordlnances Ot.Reiulations,fodthe construction;of buildings,; addition;,atcerattons or for�removal or demolition as herein described:The applicant agrees 0 comply with ail applicable iaws;.o�dlnanas,bulltllnS code, housing code'and regulations and•to admit authored inspecfors`on promlies and In•buUdlnj(s)fot n6c-ssaiy lnsp'ectlons:False.statements:mad_e herein are punlshable as a Class A inlid&6eanor pursuant to SeciI'62AA5'of the New York State Penal 4aw.. Application Submitted By(print name: 1(1 .,is u`thoriied Agent .00wnet Signature of Applicane: . Date:, Z I STATE.OF'NEW:YORK) 5 COUNTY OF 56Asing uly`sWor a ;d .n,:deposes and says th'at�(s)he is the applicant. (Name of individual signing c`ontraet)above nariLed, ($)h'e'is the. 1 N (Contractor,Agent;;Corpo,rate'Officer,.'etc:): ofsai•d d.Wrierorownert,and'(s:duly.authorized to perform or h veperforrrledthe said.work and.to make and file"this application;:that all statements contained in this'application`ate,'true.to'the best of hisJherknoWledge and tie_lief_;_-and that the work;will be,,perfo'rmed;In'the manner setfoith'!in:theapplidation file;therewith. Sworn;before'me this, CJ .'day of; N+- 7ar.V Public; anu BoEHmuloax ;PROPERTY'OWNERAUTHORIZATION Notary Public,statagfNowYoait No.01806376473 (Whereithe;applicant is,nottthe owner-), Qualified in Suffolk County Commimian,avirft June 11,2p�la{i I,. r"LnJll.' residng'at GJ :�: . 14.V4Wat. 'doherebyauthorize,. _. S5A aT2 to;apply:on my behal ahe,.Town:of Soat o IiuildngDepartment for approval?as descritiedfierein. Owner'sSignature ;Date. Pent Owner's Name ,Z, M L NED f FOR INTERNAL USE UNLY FEB 2 3 2023 —so�«o�a r�wn Sl-T`E PLAN USE DETERMINATION Planning Board' ln.tIM Determination Date Sent:-aa fa 3 LA-5-. Date: Project Marne: — 00 Project Address; 3� �Ud< na b—ag _ a _ Zoning District: _ Suf-otk Counter Tax Request - ' — documentation-as to (t4ote: Copy of Building. f'e"It Application and supporting proposed use or use shouts be submitted.} Inial Determination as to Whether use is permitted: ti U� •' (an is requir d: � ]nitial-Qetermination as to whether site p - Signature of B ding Inspector - Planning Department(�P.II.) Referral: I'.D:Date Received:_ ' Date of Comment:_ � �2�- A • .f - _ � - - Comments• i \ C. Signature of P(anni Dept.-Staff Rev]ewer final netertninXion Date: ,/ Decision: o;--nfimr of Rilil(iino 1nGnP--C--tnr , AUG - 9 2023 °s STO�][�.I��1[WA\T]E RL Scott AI$ IIA". , . sv; s Ir ;i�.�,s- 1\V[A\1�A\�G�]EI��I[]E1��C' . SOUTHOLD TOWN HALL-P.O.Box 1179 Town of So th o ld 53095 Main Road-SOLTTHOLD,NEW YORK 11971 >lQ ,•r. ' , CHAPTER 236 - STOP", - A.TER MANAGEMENT REFERRAL FORM. ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT i 1 ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) �'' — _ — — — — — — — — — — =- - - - — -- - - - - - - !j APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) ? � I• `i NAME: Date: ' �l02,OZ3 lYrinO { I$iynalurcl fl / }�/� /�/�. 1 _�9 I/ /I Contact Information: `+_--( -/ IL-Ned R 1'elephnne Numher) / 22 Q L,/( �L� j 3i Property Address / Location-of Construction Site: ! �� � 7L1(.� POW /9-J S.C.T.M. #: 1000 lj District iAM ! Ei Section Block Lot !'} TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT i{ Ik. i ! {�i i - Area of Disturbance is less than I Acre. No S.P.D.E.S_ Permit is.Required ' - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! tl - Area of Disturbance is Greater than I Acre& Storm-water Runoff Discharges Directly :�` to Waters of the State of New York. THE.APPLICANT MUST OBTAIN a S.P.D.E.S. Permit': j° DIRECTLY From N.Y.S. D.E.C: Prior to Issuance of a B.uilding.Permit. - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold E Town's MS4 Systems to Waters of the State of New York,, THE APPLICANT MUST OBTAIN 31€ � . a.S.P.D.E.S. Permit through the Southold Town Engineering;Department , ! {; Prior•to Issuance of a Buildint.Permit.- ij •: Date: ; ! Reviewed By. ` Ff1RlV1 x CVIC•P-Tl1C(lrtnhar 9n I'� � � Vif NYSIF New York State Insurance Fund PO BOX 66699,Albany,NY 12206 I nyslfcom CERTIFICATE OF WORKERS'COMPENSATION INSURANCE A A A A A A 882078762 RP FABRICATION LLC j 16 YOUNGS AVE •f CALVERTON NY 11933 SCANitO VALIDATE AND`WBSCRIBE �P--.OLICYHOLDER CERTIFICATE HOLDER RP FABRICATION LLC TOWN OF SOUTHOLD 16 YOUNGS AVE PO BOX 1179 CALVERTON NY 11933 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 125956OD-4 568607 08/12/2023 TO 08/12/2024 8/1&2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2595 600-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER-FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT 'TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WESSITE AT HTTPSJ/W W W.NYSIF.COM/CERT/CERTVAL.ASP:.THE NEW.' YORK•STATE INSURANCE FUND 18 NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH:-NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. ROBERT PELTS OWNER RP FABRICATION LLC THIS CERTIFICATE IS,ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS 140 RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATVNSU. NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:48672490 U-26.3 AC40 CERTIFICATE OFLIABILITY INSURANCE DATE(MMIDDIYYYY) 16. � 1 08/16/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the polioy(ies)must have ADDITIONAL INSURED provisions or be endorsed. It SUBROGATION IS WANED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Elizabeth Lenz NAME: Devine Agency,Inc. PHONE (845)255-7806 FAIL A/ No Ext: A/ No: (845)255 8101 58 N Chestnut St E Ress: lisa@devineinsurance.com PO Box 879 INSURER(S)AFFORDING COVERAGE NAIC# New Peitz NY 12561 INSURERA: Mid-Hudson Co-Operative Insurance 35866 INSURED INSURER B: RP Fabrication LLC INSURER C- 16 Youngs Avenue INSURER D- INSURER E Calverton NY 11933 INSURERF: COVERAGES CERTIFICATE NUMBER: CL2381631939 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADLIL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD MM D LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Fa occurrence $ MED EXP(Any one person) $ 2,000 A Y 51013769 05/26/2023 05/26/2024 PERSONAL&ADV INJURY $ GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $'3,000,000 X POLICY ❑JEa ❑LOC PRODUCTS-COMPIOPAGG $ 1,000.000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED' NON-OWNED PROPERTY DAMAGE -AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LI1B OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ --TIED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E If yes,describe under .L DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additlonal Remarks Schedule,may be attached U more space Is required) Certificate holder is also listed as additional insured in regards to general liability policy as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,-NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 AUTHORIZED REPRESENTATIVE SOUTHOLD NY 11971 {� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD YTE Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party. The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit RP FABRICATION LLC 16 YOUNGS AVENUE From:TOWN OF SOUTHHOLD CALVERTON,NY 11933 PHONE:631404-7230 FEIN:100=8762 The location of where work will be performed is 3800 DUCK POND ROAD,SOUTHOLD,NY 11971. Estimated dates necessary to complete work associated with the building permit are Not Supplied. The estimated dollar amount of project is $50,001-$100,000 Workers'Compensation Exemption Statement: The applicant is NOT applying for a workers'compensation certificate of attestation of exemption and will show a separate certificate of NYS workers'compensation insurance coverage. Disability and Paid Familv Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FANMY LEAVE BENEFITS INSURANCE COVERAGE for the following reason:' The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law:) l ROBERT PELIS,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made-any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I finther affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN l 7✓ 2 HERE Signature: ;%� Date 3 }•fin""' i.k��__-n ��"�"�';` `�f�-` ,/� ,%�`J_:}..:i '_ z-..:_.Y x��'S�''S �. :r.�}_,"�.- _ --'�� '>`'X��":;`S";�r�_ Ile Et hon.C,ertificate,Number. :�. � ,} j, �,. .r..,, ^' z ' "� �,.. i1 �f, ..Xy.,.x J•; c.� ,� -43T�,v'�`�;`�y,, �3•y 7 .g u�g�,u:st 1>.6 202<3.� . �''x'f{, F`�C..�y�'.;+.�,� 1�;4;��°y}�, `'ae� :�;.`:y �?w .�'�'�" '4,,��.;'`�%' ti i Y"'�., �`?'•a�.' 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HORIZONTAL SEPARATION DISTANCES FOR STORM DRAINAGE TYPICAL 8"THICK REINFORCED CONCRETE 24"DIAMETER r D Wall I Light // PROPERTACHIN6Y POOLS: ! 5 3 TRAFFIC BEARING SLAB CAST IRON INLET z Outdoor- LED g PROPERTY LINE 10 MINIMUM E E GRATE&FRAME SITE �' \' BUILDIN66 WITH CELLAR=10'MINIMMM 2 @ 0 1 P65 I K10 BUILDINGS V SLAB 1 10'N To LLEACHINS STRUCTURES N N -� -h},/ r -f �4j�i COUS _ r �+• >r �._i�ri'_'r_.irt,=1j yleLr i_;Lr` "�._. .-�I S e �, � Y ��J `_ _Y _ £�A fi'_f rrtr,fu _ WATER SERV UNE 10'MIN TO �-`� ��'" �� 'h ,ISTO t WATER SERV LINE=5 MIN TO NON-LEA4HING STRUCT. ti SBIER LATERALS=10 MINIMUM PRECAST CONCRETE UNDERGROUND UTILITIES=5'MINIMUM SANITARY SEPTIC TANK=20'MINIMUM CHIM • IDA compliant;with 2700K or 3000K color \ S temperature selection. �/\ SANITARY LEACHING FOOL=20'MINIMUM • Title 24 Compliant;see local ordinance for i o��JF �v v ��_�!MIME - \ S PUMP 5TA1lON=20'MINIMUM buH [ 1, qualification information. MANHOLE-20'MINIMUM -"' _ 'L �� q {�• {. � Lse PRIVATE WEL1.5=50'MINMUM a - � • Suitable for wet locations. I , ^O / - = as ` �6 For \ RETAINING WALLS= ID'MINIMUM a`c • IP65 rated luminaire per IEC:60598-1. ,rr/ \ y"o�°o _O�' HE 5TORA6E TANKS(SOW 6ROU11D)-20'MINIMUM q 6°�6 ® ® t� •800°?a 18"TRAFFIC BEARING DRAINAGE PIPE.TYPICAL ,S • IK10 rated luminiare per IEC:66262 0l\ \ \ �... mechanical impact code with clear (� �• � HORIL�r►'At SEPARATION DISTA►�E5 FOR STORM DRAINAGE '�°T'�'0a''° ® ® `V tea` h of carbonate lens ode .13 lQ \ NON41AGHINS STIWTURES• - p Y WATER SERVICE LflES&ATERALSOWINS-5'MINIMUM • DesignLights Consortium' (DLC)qualified \� / / SEWER LATERALS=5'MINIMUM �°a product.Not all versions of this product _ ~ \\�Q UNDERGROUND UTILITES=5'MINIMUM rn - ° ® ® � 8'DIAMETER x 4'DEEP ` are DLC qualified.Please check the DLC / r 6REA5E TRAP=V MINIMUM - _ Qualified Products List at vrww.designlights. \ PUMP STATION=5'MINIMUM ® ® -PRECAST CONCRETE org/QPL to confirm which versions are _ =LEACHING RING. V' MANHOLE=5'MINMUM - •., ao� f� \ SANITARY SEPTIC TANG-5 MINIMUM q - ® � Asa•o°�o Q�ac qualified. �\ �-j FT-Mea;a tie° e O / VERTICAL 5WARATION 0151Aw25 FOR STORM DRAINAGE 1- WATER SERVICE LIDS=lb"MINIMUM __ •&tea P. \ LOGAT I ON MAP: as SCALE = I = 600-O / ' / \ SANITARY WASTE LINES= Ib'MINIMUM _ CLEAN SAND& °p " ' " F .c0 O etle G / • ° GRAVEL FILL. ° °�'°o;'• V GROUND e� i� d��„;°4•°aa, CLEAN SAND 8OP05ED 51T PLAN: WATER GRAVEL FILL. 8'-0"Diameter 2'-0"Min. SITELAN OF: JOINT IN,DUSTRY BOARD OF THE ELECTRICAL INDUSTRY �`���n°j *�J / O� . • 3800 DUCK POND ROAD, GUTCH06UE, NY 11435 / � ok �� Typical Section @ Leaching Pool TOM 000UN�,,NEN YORK / \ \ S.G.T.M. . 1000-83-2-17.3 \ �\ J Scale: NTS ZONING DISTRICT: SPLIT RR 4 AC `' STORM DRAINAtCE GALG: ' \ c \ , APPLICANT: VOLUME = AREA x RAINFALL x COEFFICIENT JOINT INDUSTRY 130ARD ' / �� F+ �� Boa \ `� PROP05M 5TORAGE BARN ROOF AREA = 1,200 5.F. 15 THE E-1E�TRIGAL INDUSTRY �f F 158-II HARRY VAN ARSDAL.E AYE. PROPOSED DRIVE,PARKING AND MAi�JVERIN6 AREA = 2,86q SF. FLLISHIN6,NY 11365 o a � RAINFALL = 2" = 0.167' 60EFFIGIENT OF ROOF AND ASPHALT = ID f� �,. PROPOSED BARN ROOF GALL. LOT OGGU�',4>`IGY: LP o F-r S� \ �• 1,200 5.F.x 0.161 x ID = 200A CUPT. SITE AREA: 165q AG.(122,660.4 5Q.FTJ o sTT VOLUME REQUIRED = 200.4 CUFT. 5URFAGE5: EXI5TIN6 (t) PROP051='D ( U m 0 0 0 0 T,yG \ U5E: IMPERVIOUS 1021 (73,7gO 5F) 10.77% (` A5115F) (I) 64I)XV EFF. DEPTH LEAGHINGG POOL 5EMI-PERVIOU5 O7(5,054 5F) 0.4% (2074 5F) a � VOLUME PROVIDED = 211.2 GU.FT. LAWN /LND5GP6 33.32(240,515 5F) 33.0b% (23b,C131 5F) • 0 \ �� PROP05ED DRIVE,PARKIN6 AND MANQJVERIN6 AREA GALL: WOODED 55.76 (402,ggb SF) 55 IbAS (402,°I46 SF) d) N 0 6 �� 2,%q 5.F. x O.Ibl x ID = 47q.12 GU.FT. $U I LD 1 NC C-�ROSS AREA: a r \ VOLUME REQUIRED 41q.12 GU.FT. m I. WE5T MOTEL: 5,030 5F EXISTING PROPOSED V_ "Z uSE: C�, \ \ /� \ ¢ \ 6O,, (I) 8'0x12'EFF.DEPTH LEACHING POOL 2. EA!5T MOTEL, b;255 5F 3.RESTAURANT: 3,154 5F G� COVERAGE e� \ �, VOLUME PROVIDED - 50b bb GU.FT. 4. CABANA: 1,04 5F 40,603 5F 41,803 SF m O X � ` \ 5. TRAININ6 CENTER: 18p00 5F (5.62%) (5.1b%) < J \\ \ 6. PAVILION: If500 5F �--� LP �`' 1.PROPOSED BARN: I�OO 5F � 0) Z O U> o \\ ph, it \ RR-ZONING GODS REQU I RAM T < d t� 0 0 �• I (RR - RESORT RESIDENTIAL ZONE) O 11, \ REQUIREMENT: EXISTING: PROPOSED: � ll-� \\ 0 0 0 \\ �n1d �0' to% LP �� ���f' MOTEL,HOTEL OR CONFERENCE CENTER 6UE5T UNIT- lY 1 OF ( . MINIMUM LOT AREA PER UNIT: 4000 5F/UNT N.G. N.C. ON mn 0 1 °ni 1� a cd` \. LOT 51ZE: 20000 5F 722,bbOA 5F 722,bbOA 5F (NG) �.T.� o I t \ LOT WIDTH; 75 LF tb23.16 LF tG231b LF •'O . ' w LOT DEPTH: 120 LF 1530.24 LF tS3cp.24 LF (NG) 00 j -, \ �9 FRONT YARD: 35 LF 70.7 LF 10.1 LF (NC) �T -------- _ I / PRIMARY FRONT YARD: 35 LF 101 LF 70.7 LF(NG) y -' -�.-to-_-\ -- 0 1 `�� EX15TM6 WELL H-2,No.558840 �� \ ' J 5ECONDARY FRONT YARD: 25 LF bI b LF 61 b LF (NC) W i . . o o %j�\,v���oei PRpPpSEp :, I \ ASTALLED 9f KREI6ER W3L AND �' 510E YARD: 15 LF 24.1 LF 24.1' LF(NC) O :/ � ��F STORM DRAINAGE SYSTEM >Y'`i''s`'ri I PUMP CORP.GOhff'1 ETHD JJrE 1416 ' _\ ♦ F� z�z usE: a'mxl2'EFF DP LEACHING POOL F NOTE:WELL to 2 i5 NOT \ 130TH 51DE YARD5: 30 LF 124.3 LF 124.3 LF MG) 24Ao' V' ,� / ; \�`% (DEDICATED TO NEW DRIVE,PARKING ; r f, c " SYSTEM 1 LEM F E WATai REAR YARD: 35 LF 157A LF 157.4 LF (NO) ` SYSTEM AND 15115ED FOR / \ LIVABLE FLOOR AREA (5F/DHL..6 UNIT) &50 5F N.G. N.G. °' � AND MANQNERIN6 AREA RUNOFF) ' / ��:_ � PK DROHH IRRIGATION PURPO��CS ONLY (OTHER THAN I BDRM OR 5TUDIO) 23.00' '(� �. _ r 1 i i 1 Ex.a5rl1alt .` I i rF i,�y,� 600 5F N.G. N.G. ENGINEER: ' 1 r ► r / I T:: PROPOSER S/ (I BORM OR STUDIO) � ` ' - / r n ' r SEX.FLAG 1 ..,, r N ` \ - I E I STY STEEL FRAME LOT COVERA6E N 25% MAX (IeQbb5 5F) 5b2� (40,603 SF) 5.78SK (41,803 5F) w ' : POLE TO y F `1 \ ---------' / N 4 i REMAIN / STORAGE BARN,(DRY USE) BUILDIN6 HEIGHT 35 FT/25 FT N.G. 20.6b'(PROP BARN) ♦ / ' / 1 ` " OIL q0¢ FINRB.31DTf) 'S/ C-j �Q `: �� / / m �� ( 1 I q ' ' AREA: 1,200 5QFT. NUMBER OF 5TORIE5 � 3 1 5TY (PROP BA;ZW -----to- ' EX grav� .' n t r' .' LT.[Pow „r 6RaV�Y '- A 5rwu t5P) ` .' �4 _- ------ TE5Tj STORM WAGE 57STET1 �� t n 1 W EXI5TIR5 r i r `. / + Er..Elec. �� E-4HOLEi,�' &PAVEL P IH ; .t<< _�'a(e�p 056 b'4x5'EFF DP LEACHING POOL LINE / 5 ^� 2� Z -12------------- --- _ i)X / �� (DEDICATED TO ROOF RUNOFF) C� ,�lG ' 1_IVI/ ) -A- --14------ -- ��' \ i r a 1 Q J 495 A^ -------t6---- ----- _ _\\` �\ J / it I j LINE OF EX RING / I y MONHNT Q PROPERTY LINE _ AR F 1 NP\' - \-� / ENCO11it ERE -- - -20---------- ---- -\ --'' _ --\` `� I ( PRrOPt7<,ED L16H1'INS'A' Op GL STAKE Q SETBACK LINE - .� ESS 22-------- -18 _ \\ �y , L� EX.GVRD >� LSI MIRADA 94.WA11 SCONCE � /RELOCATED ................. EXISTING TO BE �F�EY T. BUTLER,P.E. O� ___- 24-- _____- \\ ` \ , 30'x30 PAVILION LP u�vMODEL- -Q HYDRANT RENCE I� �t \ �� \ F FE1 L.22.0' . $ )OJS-LED-02L-MTD-30,BOGRI T� TEST }-TOLE D/ "rP� CB-4) ,$a ____-26=2a------ __ - \, �.? , � M0>,1NTE17 16'ABOVE GRADE THOLE TRIG -M -� - \\ 3s o\ / " TES OVERHEAD ELEC T HOLE DU6 BY \\` - -` ?o -- x i r. / WATER LINE O SOIL MECHANICS DRILLING CORP. j -- - \ \ ``�?�` �78\ ON MAY 8,2008) rn," --- \ - - \\ �',>. Z8 \ �r We ELECTRICAL LINE --+� LW __ _ \ U/6 GAS LINE (0� h -- -`` `-- \\` 3 \ ��\\�`-_--- `-\-_ ( ��'3� �` ti� \ `� �n per+ ® 2 TELEPIOI� T Uf ` _ SANTARY SEVER \ `3 - - �' I OUOO ALLIANCE RD CINCINNATI,OHIO 45242 USA VALVE W` 1513)793-3200•FAX(513)793-6023 6A5 Y�y'� (,� /'- N /' WATER VALVE D4 z o `•3?J0�8 2,r ??� �_ Based on the information provided, all dimensions and luminaire locations MANHOL.EGOVER (MH O �' w () shown represent recommended positions. The engineer and/or architect must UTILITY POLE �� O La determine applicability of the layout to existing or future field conditions. O J LIGHT F'05T v � O m - \ �- _\ `- \ - This lighting pattern represents illumination levels calculated from laboratory data NL. _NOC�� a � #, J taken under controlled conditions utilizing current industry standard lamp ratings in w p t= N \\ �, accordance with Illuminating Engineering Society approved methods. Actual performance H v d' of any manufacturer' s luminaire may vary due to variation in electrical voltage, tolerance Z oVN _ O _ 35'-0_SIDEYARDSET9A�K . . - • • - • - - - - - - - - ' ' - ' ' - ' ' - ' ' - ' ' - ' ' _ ' ' - ' ' - ' - - - - in lamps and other variable field conditions. Calculations do not include obstructions such as buildings, curbs, landscaping, or any other architectural elements unless noted. Z O Q O z `s61 �' S89053' 40"W ,�,�,.Ozo, ,,�, �, 1293. 92 0 0 0 Ledrmer"d% 1!In d 'd PAOE : SITE PLAN LUMINAIRE 5GHEDULE JEPFREY T. E)UTLER,P.E. 15 NOT RESPONSIE3LE: FOR SAFETY OTY LABEL ARRANGE MENT LUMENS LLF DE50RIPTION TOTAL WATTS HE16HT AND SECURITY RISKS DUE TO INADEG2UATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED L16HT LAYOUT. IT 15 A 50 25 0 50 HOD 150 200 250 1 A 51N6LE Iggl IM5 ID L51 MIRADA 5MALL WALL 56ONGE NO 15 lb, DE516N BASED UPON THE 501JTHOLD TOWN CODE - SECTION GRAPHIC SCALE 1" = 50'-0" 2e$0-12cl AND SUB-SECTION 112 - EXTERIOR L16HTIN6 of 2 77 29' 0" 12 PROPOSED STORAGE BARN 0 6" REINFORCED SLAB (4000 PSI N ) w .11 1 P-41 cD w O � w O WEST ELEVATION I � U � m � N �r � � I I W n (3x < I Mz 30 x70 � � � 14'0" x 14'0" OHD �' o ►� O N w � n 30, 0" W ti PROPOSED FLOOR PLAN AREA = 1200 SQ. FT. E"G'NEER: nN o� SOUTH ELEVATION w Oft METAL STANDING SEAM ROOFING, TYP. �p ESSIONP� -EFFRE r T. BUTLER,P.E. O mILL m O p✓ r LU METAL STANDING SEAM SIDING TYP. w < Q oOo 4 �- < � Oc v cn puv ILL r_- O U-cn O Q zJ v � m0 O p � Z Z ILL P4O o EAST ELEVATION NORTH ELEVATION PACE . of 2 s d OQ COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES APPROVED AS NOTED AS REQUIRED AND CONDITIQH�►t?F �* . .t DATE B.f,. �.V_15�2 fF 1�� -s� :G�`6'+!.ii:w`?;V�U•'".:.T. OLD FEE: 3D' BY SOUTHOLD MN RAh1NtNG NOTIFY BUILDING DEPARTMENT AT 765-1802 8- AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLDT=NWJ&= 1. FOUNDATION-TWO REQUIRED DEC FOR POURED CONCRETE 2. ROUGH-FRAMING,,PLUMBING, STRAPPING,ELECTRICAL&CAULKING 3. INSULATION ` 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. RETAIN STORM WATERR1MAPF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PURSUANT TO CHAPTER 01 YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CODE. DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED l Structural S2ecifications and Notes a a Wood This plan is intended to reflect only the structural design of this building. The I a 1. General Requirements contractor shall review all applicable local, state, and federal building codes --�I _ A.Structural wood members and connections shall be of sufficient size or capacity to carry all design loads prior to the start of construction to ensure building conformance. Timber Tech m 3e j 2n 3r 3r I @2n 3e 3 2e 3 without exceeding the allowable design values specified in"The National Design specification for Wood ,3 O 'x4 O 'x 12 ' Post Engineering, Inc. is not responsible for information pertaining to this project if ._ I_ __I _ _ I __; - __._ __� __ _ Construction" (NDS), and its"Supplement" by the American Wood Council (AWC). not shown on drawings or listed below. Revisions to the plans shall be I I I € I O 1 ,• ( B.Wood members used for load supporting purposes shall have the grade mark of a lumber grading agency approved by engineer of record. All standards indicated in these notes shall ! \O�� certified by the American Lumber Standards Committee. adhere to the referenced standards chapter of the governing code listed below. 2. Heavy Timbers I ° ✓ I A.Structural solid sawn timbers shall be designed, fabricated and installed in accordance with the NDS by ame Buildinq Design Requirements or : 1. Governing Code: 2020 Building Code of NY State (Structural Provisions Only) AWC. I I I \ a _ B.Structural glued laminated soft wood timbers shall conform with the"American National Standard or F ' 2. Risk Category: II 5 I I`' Structural Glued Laminated Timber" (ANSI 117 2306.1). 3. Dead Loads: 2e 2e 1 2r 2r 1 12eC.Structural decking shall conform to the NDS. 2e 0000 A.Roof 10 psf 5 i ( I lO I O D.Glued laminated columns for post frame applications shall be manufactured with laminating combinations B.Floor 0 psf O a I I that will provide a minimum design value of 2,150 psi for compressive stress(Fc), and 1,900 psi for 4. Live Loads: I O ° O ! ,. a ` bending stress (Fb).Do not cut, alter or remove truss or frame members without the written approval of the A.Roof 21 psf j I I I I structural Engineer. LIEC B.Floor 0 psf a E.Handle frames and trusses with straps or slings so as not to mark wood surface. 5.Truss Loads: F. Do not cut, alter or remove truss or frame members without the written approval of the structural Engineer. A.Top Chord Live 21 psf I I I I ! I /fO ( G.Provide accommodations for deflection, shrinkage and swelling of timbers where in contact with brittle B.Top Chord Dead 5 psf 5 5 I _ _ _ _`..., _� __ __. C.Bottom Chord Live 0 psf O � ._ I _ _. `� materials. 3800 D.Bottom Chord Dead 5 psftiEW 3e ; 2n 3r 3 2e 3 3. Dimension Lumber Duck a a �- - A.All lumber species graded visually or mechainically, shall comply with the NDS b AWC and the"American Y 6. Snow Loads: a Softwood Lumber Standard"(PS 20) by the U.S. Department of Commerce. A.Design Roof Snow Load 21 psf B.Unless specified otherwise, the minimum grade and species for posts shall be#1 Southern Pine; the B.Ground Snow Load (P9) 25 psf C&C Wall Zones for C&C Roof Zones for C&C Roof Zone:;4 for minimum grade and species for beams, headers and other primary structural members shall be#1 C.Flat Roof Snow(Pf) 21 psf Southern Pine. Sol D.Snow Exposure Factor(Ce) 1.0 Enclosed, Partially Enclosed, Partially Open, or Enclosed, Partially Open, or ulthold IN, 00' 1935 C.Lumber used for secondary framing shall be#1/#2 Spruce-Pine-Fir(SPF)or better. E.Thermal Factor(Ct) 1.2 (Building not to be heated) p y y g y Buildings D.Post frame headers shall be two-span continuous beams with all multiple ply headers overlapping so that � Open, or Partial) Partial) Enclosed Buildings Partial) Enclos�;t F. Slope Factor (Cs) 1.0 G.Snow Load Risk Factor(1) 1.0 Enclosed Buildings Gable Roofs, 6 > 7° Hip Roofs, 6 > 7' the butt joints for each ply do not occur at the same post. H.Drift Surcharge Load (Pd) n/a E.Mechanically laminated columns shall conform with ASABE EP 559.1. 6 = roof angle 8 = roof angle 4. Engineered Wood I. Drift Surcharge Width (w) n/a A.Wood Structural Panels J. Unbalanced Snow Loads have been considered. i. All panels, including plywood, oriented strand board (OSB), and composite panels, shall meet the 7. Wind Load (ASCE 7-16): requirements of voluntary product standard PS 1, and shall be identified with the appropriate A.Basic Wind Speed (V) 127 mph trademark of APA-the Engineered Wood Association APA-EWS • i --,- eer . B.ASD Wind Speed (Vasa=VJo.$) 98.4 mph g ( )� KA*ft ■ Cast-In-Place Concrete Metal Connectors, Bolts, and Anchors ii. Plywood, OSB and composite panels may be used interchangeably, unless specified on plan. C.Wind Exposure Category CCHITTE DRA1'J1NG NUMBER: E250-23 1. Concrete work shall conform to the following specifications by The American Concrete 1. Connections shall be designed and constructed according to AISC,&!,J shall conform to the iii.All panels shall have the correct span rating for the application (i.e. roofing, flooring, siding). I D.Building Enclosure Classification Enclosed Building Institute(ACI). followin iv.lnstall panels with long dimension or strength axis perpendicular to supports,E.Internal Pressure Coefficient(GC .) +0.18, -0.18 ( ) g 9 P P pports, and continuous across __ P' A."Building Code Requirements for Structural Concrete"(ACI 318). A.Bolted connections shall be snug-tightened bearing type connecTris using 3/"diameter two or more spans unless specified otherwise on plans. sit.- - - F. Component&Cladding (C&C)Wind Load "I N��, '�. B."Hot Weather Concreting" (ACI 318, Sect. 26.5.5&ACI 305R). ASTM A307 hex bolts, and ASTM A563C hex nuts, unless notes otherwise. v. Provide one eighth inch spacing at all panel ends and edges for expansion. r i. Roof Zone 1 +21,-65 psf - "� � C."Cold Weather Concretin ACI 318, Sect. 26.5.4&ACI 306R B.Welded connections shall be in strict accordance with the stand,.ds of the American vi.Nailing schedule: N x��-� rr. Roof Zone 2e +21,-65 psf g ( ) Al 2. Materials used shall adhere to the following: Welding Society (AWS), and the AISC. Use E-70 series electrons:s for all welds. Welds a. Wall and roof panels having a", '/,s", and thickness shall be fastened w/8d 0.131"x2.5" nails; iii. Roof Zone 2r +21,-95 psf ( ) A.Portland Cement: ASTM C150, type 1. for all fabricated components and brackets to be welded all aroi,-„i with fillet welds having all thicker panels shall be fastened w/ 10d (0.148"x3") nails unless specified otherwise on plans. g E2 0-2 iv. Roof Zone 3e +21,-95 psf g b. Nails spacing at panel edges -AT B.Fly Ash: ACI 318, Sect. 26.4.1.1. a minimum size conforming to AISC Table J2.4 P 9 P g s shall be no more than 6 inches on centers unless specified otherwise ^ e v. Roof Zone 3r +21,-113 psf C.Aggregates: ASTM C33, maximum aggregate size is one inch. C.Anchor bolts shall meet ASTM F1554 or A36/A 36M. Use/4 &.,meter bolts with a 3' A vi. Roof Zone 3 (hip roof only) n/a psf s on plans. ��° a�a ,, � vii. Wall Zone 4 +34,-37 psf D.Fiberglass reinforcement: PCI MNL 128 Standard. hook and 12" minimum embedment into concrete (unless otherwise indicated). c. Nail spacing at intermediate supports:. E.Air-entrainingadmixture: ACI 318, Sect. 26.4.1.4. D.Expansion Bolts Interior applications): Use expansion anchors i�.the diameter and length /s and /,6 wall panels w/studs/girts at 24"on center: 6 inches on center nails spacing unless viii. Wall Zone 5 +34,-45 psf P ( PP ) P 9 P 9 P F. Chemical admixtures: ASTM C494, water reducing. All concrete, except footings, shall indicated on the drawings as manufactured by Simpson Strong;,?or approved equal, specified otherwise on plans ix. Dimension a 3 ft. •All other conditions: 12"on center nails spacing unless ® Revision#1 contain a water reducing admixture. No admixtures containing calcium chloride are Use Strong-Bolt Wedge Anchors in concrete and use sleeve anchors in brick and CMU. p g specified otherwise on plans. 8. Earthquake Design Data: d. Start nailing 3 " �: Timothy R. Royer P.E. NY Cert#73963 A. Equivalent Lateral Force Procedure permitted. All other additives shall not be used without prior approval of the structural Fill CMU cells at all bolt locations. gat/ from panel edge. 4 � , engineer. E.Screw Anchors(interior applications): Use screw anchors of the diameter and length vii.Blocking around panel edges. Expiration Date: 03-31-2026 B. Light Framed Wall with Shear Panels t 3 � C. Mapped and Design Spectral Response Acceleration G.Vapor retarder: Clear 8-mil thick polyethylene. indicated on the drawings as manufactured by Simpson Strong,ie or approved equal. a. On walls, all panel edges shall be blocked with 2" nominal or wider framing. IMPORTANT NOTE: ppi. SS g P P 0.178 3. Proportion normal-weight(145 pcf)concrete mixes to provide the following properties: Use Titen HD Screw Anchors in concrete and in CMU. Fill CMU cells at all bolt locations. b. On roof, blocking around panel edges,is not required unless specifically specified on plans. This Plan i E I` .d' hri�4'ew {3t .f SCiUfai ii. S 0.17 A.Compressive strength: 4,000 psi at 28 days (unless noted otherwise). F. Screw Anchors(exterior applications): Use screw anchors of thr+diameter and length B.Structural Composite Lumber(SCL) B.Slump limit: 3"-6"at point of placement without superplasticizer. Superplasticizers indicated on the drawings as manufactured by Red Head or approved equal. Use LDT i. All SCL members including laminated veneer lumber(LVL), parallel strand lumber(PSL)and design r; °:'t:. °3uil in ii. Sds 0. (ASTM C494, Type F or G) may be added to concrete that has a 2 to 4 inch slump Stainless Steel bolts, or LDT bolts with EnvireX coating in concrete and CMU. Fill CMU laminated strand lumber(LSL) shall conform to ASTM D5456. II. Spy 1.08 08 before the addition, and that is not warmer than 95 degrees Fahrenheit. The slump shall cells at all bolt locations. ii. Install as shown on this plan and according to the manufacturer's recommendations. ENGINEERING D. Occupancy Risk Factor, , 5. Prefabricated Components not exceed 7%"with the addition of the superplasticizers. G.Connections exposed to weather or high relative humidity shad kehot-di galvanized per P E. Site Class D P g P F. Seismic Design Category B C.Water-cement ratio: 0.45 maximum at point of placement. ASTM A153/A153M. A.Metal Plate Connected Wood Trusses D.Air content 5 to 7 percent for concrete exposed to freezing and thawing, 2 to 4 percent H.Proprietary connectors and fasteners shall be installed per manufacturer's specifications i. Engineer, fabricate, and erect metal plate connected wood trusses for the design, loading (including B Denver, PA 17 517 G. Response Modification Factor(C 2.5 elsewhere. loading under truss loading, snow loading, 22 Denver Road SuiteH. Deflection Amplification Factor(Cd) 2.5 to achieve the published load value, unless otherwise noted. Connectors and fasteners g g, g, wind loading sections, knee brace reactions- if any, & f 4. Reinforcing steel shall be fabricated, detailed and placed in accordance with the ACI 318, by other manufacturers then those specified shall be equivalent.)r better load value. other loading required by the IBC), spacing, and geometry shown on this plan. Comply with TPI 1 J1.. Seismic Response Coefficient(CS) 102 and shall conform to the following: "National Design Standard for Metal Plate Connected Wood Truss Construction" b the Truss Plate Phone: 717-335-2750 Fax: 717-335-2753 J. UesignSeismicBaseShear(V) 10211b Metal ) Y A.Deforried reinforcingbars: ASTM A615/A615M with a minimum field strength of Institute (TPI 9. Roof Rain Load: Y g 1. Steel siding and roofing panels shall be fabricated from 26, 28 or-?.'gauge, grade E (80 60,000 psi (grade 60). ksi) structural quality steel, A o ii. Submit shop drawings and structural analysis data, signed and sealed by a qualified professional 10. Lateral Soil Loads: conforming to ASTM A653/A653M or with an aluminum-zinc alloyy coating galvanized conforming to vanized coating A. Rain Intensity (i) 6.51 in/hour B.Weldxl wire fabric(WWF): ASTM A1064, flat sheets, not rolls. as specified in the drawing, with hot engineer engaged by the fabricator who is registered in the state where this project is located. Wood truss design shall comply with the NDS by AWC. C.Ties/Stirrups: ASTM A615/A615M, grade 40. ASTM A792/A792M lain r Equivalent Fluid Pressure (EFP) n/a psf/ft (p products only). ,0 R Q �^� «: 5. Concret-work shall be executed according to the following. 2. Aluminum siding iii.Engage a fabricator who participates in a recognized quality-assurance program that involves 406 South I�JI a i n Stmet, P.O . Vox 509 Ko uts IN , 3` 7 11. Lateral Stored Material Loads: g and roofing panels shall be fabricated from nor;:r� •O U18 Inches thick, inspection b 7 1 A. Equivalent Fluid Pressure (EFP) n/a psf/t A.Conci�cte shall be placed in the forms within 1Y hours after the introduction of cement to 3104 alloy,H38 temper, high strength aluminum conforming to ASTPi 1=.209. Aluminum P y an independent inspecting and testing agency acceptable to authorities having y..a �,, s�, the a�Jregate unless otherwise approved by the engineer. siding/roofingpanels may not substitute steel panels if steel n:'�:: +r�=specified ill the jurisdiction. Abide by guidelines set forth in"l ne Standard Responsibilities in the Design Process Phone�' �' � �,r• : Ear work � P 1 P p-, P•' : 2 1 �". >� 66-249 9 F ax: 2 19.,`aP 56,-, :3)c � B.Curinri compound shall be applied in a uniform layer over all cast-in-place surfaces at a drawing. Involving Metal Plate Connected Wood.Trusses" 1. Requirements rate c -tot less than one gallon per 150 square feet of surface. Curing compound shall 3. Paint Finish: All panels, when required, shall receive a factor a ad polyester coating iv.Dimension Lumber: comply with PS 20 for any lumber species, graded visually or mechanically. $ p 4 Y PP'' P Y g v. Connector Plates: structural- A.Provide a construction grade extending ten feet beyond building exterior walls. meet the requirements of ASTM-C309, Type 2, Class A or B. quality steel sheet,zinc coated, complying with ASTM A653/A 653M, conforming to the manufacturer's specifications. Earthwork shall meet the requirements of Section 1804 of the IBC. C.Maintain tolerances and surface irregularities within ACI 117 limits of class A for 4.Flashings shall be shop fabricated from material that is the same ga-ige and finish as the grade 33, G60 coating designation. ^� B.Excavate for foundations to subgrade elevations regardless of character of materials concrete exposed to view, and class C for other concrete surfaces. Floor slabs shall be wall/roof panels to which they are attached. Where practicable, fla:i:ngs shall be vi.lnstall and brace trusses according to"BCSI : Guide to Good Practice for Handling Installing, 172 L u ybe n Hills Road , Kingston Springs, TN ii 37 G" 2 and obstructions encountered, unless otherwise approved by the structural engineer. screeded, floated and steel troweled to a smooth, dense and plane surface. furnished in maximum 10ft. lengths. Restraining, and Bracing of metal plate connected wood trusses" by TPI and SBCA. Install trusses C.Perform excavation work in compliance with applicable requirements of authorities D.Accurately position, support, and secure reinforcement. 5. Caulking Sealant shall be a gun grade or tape type non-hardening l(ng-life butyl (for plumb, square, and true to line; and securely fasten to supporting construction. Phone: 615-378- 1535 Fax: 615-378-1 587 having jurisdiction. i. Reinforcing bars shall lap 48 bar diameters at splices in concrete unless sealing metal-to-metal gasket joints), or gun grade non-acetic acid r.lred long-life silicone vii.Temporary bracing is the responsibility of the contractor and shall be installed according to the 2. Materials otherwise noted. recommendations of BCSI by TPI and SBCA. (for filling voids). All caulking or sealant shall be applied in a neat rp nnner with excess Permanent bracing A.Satisfactory soil: ASTM D2487 unified soil classification groups GW, GP, GM, SW, ii. Provide corner bars to match all continuous reinforcing in concrete and masonry. caulking or sealant removed from exposed surfaces. viii. g shall be installed according to this plan and the manufacturer's design, SP, and SM; free of rock or gravel larger than two inches in any dimension, debris, iii. Reinforcing bar hooks shall be ACI standard. as well as SBCA and TPI recommendations. Unless otherwise noted, all temporary Contractol- uild 6. Fasteners: All screw fasteners shall have a combination steel and'i�oprene washer. p y bracing ■ waste, frozen materials, vegetation, or other deleterious matter. iv. WWF shall have ends lapped one full mesh, and shall extend onto supporting Nails shall have a Fabroseal washer or equivalent. Fastener seled,)n and installation elements shall remain in place in the fiinished structure. Minimum lateral bracing of webs and Vona IL115 "a B.Unsatisfactory soil: ASTM D2487 unified soil classification groups GC, SC, ML, MH, walls. shall be as recommended by cladding manufacturer. bottom chord members shall be as required by truss design. e CL, CH, OL, OH, and PT. v. Chairs, bolsters, bar supports, and spacers shall be sized and shaped for 7. Installation of all metal cladding, at flashing, trim, sealant and fastei ,rs shall be according x. Re not alter, cut or remove truss members. C.Backfill and fill: satisfactory soil materials. strengthen support of reinforcement during concrete placement. x. Remove and replace wood trusses that are damaged or deficient. to MFG. specs.0 g 3. Execution B.Structural Insulated Panels ■ ■ E.Provide minimum concrete cover on reinforcing bars as follows: Fireblocking and Draftstopping (See IBC Chapter 7 (SIP) A.Shallow post foundations have been designed in accordance with ASABE EP486 for i. Cast against earth......................... . . 3" P ) i. Design and fabricate In accordance with the recommendations of APA-PDS Supplement 4.. 1. Vertical Fireblockin ® an assumed allowable load bearing pressure of 2,000 psf. Spread and strip ii. Exposed to earth or weather(#5 or smaller)........1%" g ii. Install as shown on this plan and according to the manufacturer's recommendations. foundations have been designed for an assumed allowable load bearing pressure of iii. Exposed to earth or weather(#6 or larger).......... 2" (PPT) A. Fireblocking shall be installed at the ceiling line between posts fc all buildings that are 6. Pressure Preservative Treatment 2,000 psf No increases permitted). The contractor shall verify these assumptions, P s to have a finished ceiling A.Pressure treatment to be performed according to the American Wood Preservers'Association (AWPA) P ( P ) ty p Iv. Slabs and walls not exposed................................/, P 9 and shall immediately notify the structural engineer in writing of any deficiency. F. Install construction, isolation, and control joints as indicated on drawings. 2. Attic Draftstopping standards. B.Place backfill and fill in layers not more than eight inches in loose depth at optimum i. Control joint panels shall be rectangular in shape and shall not exceed a length A. Attic spaces of 3,000 square feet or more must have than or epi t installed in such a B.Pressure treated members shall have the inspection mark of an agency accredited b the American Y 9 P P J p 9 P 9 P 9 Y Y moisture content. Compact each layer under footings and slabs to a dry density of at to width ratio of 1.5. manner as to partition any area of attic space to less than or eqr,to gypsum square feet. Lumber Standards Committee. B. Draftstopping in an attic space will consist of not less than 0.5 in, gypsum board or C.Preservative: chromated co Ave .1 Yo u slo-ti g s least 95 percent of maximum dry density as determined by ASTM D1557 ii. Position of construction joints other than those shown on the drawings shall be peer arsenate (CCA), alkaline copper quaternary (ACO), copper azole (CA) as 0.375 inch wood structural panel or particle board (OSB), applie;o the entire face of C.Bottom of exterior footings shall extend below the local frost depth elevation. This submitted to the structural engineer for approval. specified by American Wood Protection Association. requirement does not apply to insulted foundations designed in accordance with G.Backfill shall be laced against both sides of stem walls simultaneous) where truss(including eaves) in a manner that no passage is possible ln'i one side of the D.Minimum waterborne treatment retention shall be 0.4 cf for members above round, and 0.6 cf for q PP Y g p g Y truss to the other. For raftered roofs, a light framework must be i.7de to hold P g P ASCE 32. The top of interior footings shall be eight inches below finished floor unless applicable. No backfilling against walls shall be done until the slabs at the top and g members in contact with earth. draftstopping material. E.Treat indicated items and the following:ve 3 a thickened slab is specified on the plan. bottom have been placed, unless the walls are adequately braced. Allow concrete g: 3. Horizontal Draftstopping i. Wood members ex Slabs on Grade walls to cure for a minimum of fourteen days before backfilling. posed to weather or insect infestation. 1. Floor slabs shall be planed to a class"A"tolerance, that is, having a maximum amplitude H.Consult architectural, mechanical, and electrical drawings for additional openings not A. Horizontal drafstopping shall be installed at intervals not exceed, 10 feet in buildings ii. Wood members in direct contact with earth or concrete. shown on structural drawings, and for embedded items such as inserts, pipe sleeves, that will have lined or finished interiors. Horizontal draftstopping it consist of 2x boards iii.Wood members exposed to high moisture content >19%for dimension lumber, >16% for glued of/s" in 10 feet any direction. All floor slabs shall be screeded, floated, and steel troweled g P P of not lessthan 2"wide installed vertical) between horizontG;��?s its at each post g ( to a smooth, dense, and plane surface. hanger straps, etc. ( ) Y p laminated timber). • 2. All slabs on grade shall consist of a minimum of 4"thick concrete slab reinforced with 6x6 I. The contractor shall be responsible for stability and integrity of all excavations and both on the interior and exterior of the post. In lieu of 2x boards, : ;such gypsum board iv.Wood members less than 12 inches above grade. • existinr,structures. may be used as long as the fit is tight. See IBC Chapter 7 for ac'o.iai,aI options. F.Field treat newly exposed wood where cutting, drilling or notching pressure treated lumber. comma 1) W1.4xW1.4 welded wire mesh on 4"of crushed stone (unless noted otherwise). See y _� I d (E-30"XAVcast-in place concrete notes for slump requirements. Maximum size of crushed stone G.Metal connectors used in treated wood shall be hot-dip galvanized as per ASTM 153/A153M. ■ shall be 1". IMPORTANT NOTE: H.All metal products installed in contact with treated wood shall be separated with a min. barrier of 30#felt Buildings with unfinished interiors paper. p on the floor plan, in either direction. Control joint panels shall be rectangular in shape and 3. Control joints for reinforced slabs on grade shall maximum of o/c, or specified Fireblocking and draftstopping must be installed if building inter to be 7. Connections shall be designed and constructed according to the NDS by AWC and shall conform to the in Cover lined or finished) r in the future. See"Fireblockin and Draftsto, nc"note. following-, Page e - Project Description otes shall not exceed a length to width ratio of 1.5. lined a ceiling is to be installed the future, a vented soffit and rid)-vent must A.The APA rated sheathingattachment t to roof and wall framing shall be as specified in Section 6 of Wood Page 1 - Floor Plan , Cross Section Al C ros� be installed to meet the attic ventilation requirements of the IB;The net free notes above. f ventilating area shall not be less than Yeo of the area of the spa., ventilated. B.The minimum connection shall be two 16d (0.131"x3.25" nails), unless specified otherwise in other sections --TM of notes or on the plans. Section B 1 , 2 P I y Header eta i C.Post Frame Constructioni. Fasten each ply of header to post with 16d (0.131"x3.25") nails or larger, unless different fastener is specified on the plans. Page 2 - Steel Panel Fastening Detail , oncrf:��� ii. When a three ply header is specified on plan, notch post to accept one ply. r iii.When a four ply header is specified on plan, notch post to accept two plies-one notch on each side Slab Edge Detail , Floor Control Joint Detail of post. , iv.Unless specified otherwise on plans, fasten wall girts to post w/(2) 16d (0.131"x3.25")or larger nails; at splice two nails are required on each side of splice. Elevations v. Unless specified otherwise on plans, faisten 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 on each side of splice. D.Conventional framing shall be fastened as specified in IBC Chapter 23, unless specified othelvise on tans. r Note: p � .. ��.rrii E.Other connections as per standard construction practice. _� This plan is only approved for the structural design of this building. Additional information , .,ion #1 TTE drawing # E250-23y , AUG - 9 zo?3 Re�I� may be required to obtain a building permit. The r 1 11.11 contractor shall review all local, state, and federal Certi"-ie-�d 8/1 /2023. This drawing will building codes prior to the start of construction to repl(t:ace TTE original drawing # Original Certified Date 6/30/2023 ensure building conformance. E250-23, certified 6/30/2023 . Revision 1 Certified Date 8/1/2023 ---------- TTE Drawing Number: E250-23 . ... ........ .. ..... 40'-0" Revision #1 TTE drawing # E250-23, 8'_0„ 8'_0„ 8'_0" 8' 0" certified 8/1 /2023. This drawing g will � F replace TTE original drawing # timbertech .... E250-23, certified 6/30/2023. t ENGINEERING i ,rl ', ,r` '•t �!� / 3. /k ', � t it i East: 22 Denver Road, Suite B Denver, PA 17517 3 Ply 2x6 SYP combination 49 or 28 ga. painted steel roof Ph: 717-335-2750 Fax: 717-335-2753 better glulam post at 8' o/c typical 2x4 #2 or better SPF purlins, 24" o/c, West:406 S Main Street, PO Box 509 Kouts, IN 46347 24"O Concrete footing, typical at sidewalls g p yp 0 o Ridge vent fasten to truss w/ (3) 20d R.S. Ph: 219-766-2499 Fax: 219-766-2394 1 Wood Truss (0.177"x4") nails, each 21,5,0,5 Loading, 4' o/c Southeast:172 Luyben Hills Road Kingston Springs,TN 37082 Ph:615.378-1535 Fax:615-378-1587 Brace per mfg. specs /` 2x4 "X" bracing on webs indicated, (Pg = 25 psf) / reOL.iired at each endwall www.timbertecheng.com �J. 2x6x18" SYP truss tie down block, fasten to truss w/ 8 16d nails, fasten to headers w/ 4 18"O Concrete footing, 12 ( ) ( ) a creative engineering firm, providing solutions �� 9, 4� 16d nails each, at post location, notch post to and building relationships �71t ical at able ends � Yp 9 �= - � r' ` accept truss, fasten truss to post w/ (8) 16d nails N 2x6 Face board This drawing is the property of Timber Tech Engineering, Inc. and reproduction, 2x4 Continuous lateral restraint on alteration or use of this drawing without the 1._0" top of bottom chord at spacing Aluminum fascia &vented soffit required by truss manufacturer written consent of Timber Tech 2 Ply 2x10 #1 SYP headers, fasten to Engineering, Inc. is prohibited. Drawings post w/ (6) %6"x3Y" GRK RSS screws shall not be scaled to obtain dimensions. each, (3) screws on each side of splice The contractors and builders involved on this project shall verify all dimensions and conditions before starting work and any 3 Ply 2x6 SYP combination 49 or 2x4#2 or better SPF girts, 20" o/c, fasten discrepancy shall be reported to the better glulam post at 8' o/c, typical to post w/ (4) 16d R.S. nails each engineer in writing before starting work. 28 Ga. painted steel siding 2 N IMPORTANT NOTE: 4" Concrete slab w/ 2x8 SYP treated skirt board, fasten This plan is approved for structura° design o t� 6x6 10 ga. WWF to post w/ (4) 16d hot dip galvanized of this building, -- nail nails a gable ends 8i1 Extend all gable posts — -- --- -- _. _ 3 to to of to chord ._, . .•�-- — �-- � . ..,.. ,• . . .� 4s. � .. r� � .... 2�e �.�xn� P`•, , .'.:. :.. ...�' -:�• Via: � -.3`�� ?3.�c �� �� '�.��• �3FW p p Concrete backfill o� . Ap 4" Crushed stone—,',, _ 77 #4x12" Rebar thru post at E2 0-2� 8" above concrete footing J �'• 073°' o ,.. co 'FES P 24"0 Concrete footing Revision#1 Cross Section A/1 ScaleX" = 1'-0" Timothy R. Royer NY Eng. Cert#73963 Expiration Date: 03-31-2026 0 CONTRACTOR: N RP Fabrication -' 16 Youngs Avenue - Calverton, NY 11933 Double 2x6 framing between trusses, fasten 28 Ga. painted metal roof together w/finro rows of 1 Od nails 8" o/c 2x4 #2 or better SPF purlins, 24" o/c, fasten to truss w/ (3) 20d R.S. Fasten diagonal brace to double (a'sten o truss nails, each 0 0 2x6 framing w/ (8) 16d nails �;_z4=.— Fasten top and bottom chords of truss to each post w/(6) 16d nails DRAWING TITLE: Fasten top chord of truss to each Gable truss Floor Plan ply of double 2x6 framing w/ (4) 16d nails (into end grain) Cross Section A/1 ?' Cross Section B/1 Ply Header Detail 3 Ply 2x6 SYP combination 49 �or better glulam stub post at mid-span of door Trusses, 4' o/c r-Fasten top and bottom chords of PROJECT: Floor Plan Scale 3/" = 1'-0" j truss to each post w/ (6) 16d nails 30'x40'x12' Post Frame 2x6 Diagonal brace (approximately 45' slope) Building For: w/2x6 stiffener (flat) on top of brace, required 2 Ply 2x10#2 or better SYP LI EC at every endwall post and stub post where header, fasten to post w/ (10) 3800 Duck Pond Rd _ truss height exceeds 4', fasten together w/ 16d ----.--..---._� 16d nails each __......_......_.� Door and Window Schedule nails 12" o/c, fasten to posts w/ (8) 16d nails \y Southold, NY 1 1935 ID Type Size Remarks �\ u; 2x6#2 or better SPF doorjamb, ripped to fit, fasten to header w/ 1 Exterior Door 3'-0"x6'-8` 9 Lite 16d nails, 10" o/c 2 Overhead Door 12'-0"x10'-0" 3 Ply 2x6 SYP combination 49 or 2x4#2 or better SPF girts, 20" o/c, fasten 2x6x18" #2 or better SYP truss tie down to post w/ (4) 16d R.S. nails each better glulam post at 8' o/c, typical PROJECT START DATE: 6-20-2023 block, fasten to truss w/(8) 16d nails Note: Site is in a wind borne debris region. Doors &windows are to Trusses, 4' o/c and to headers w/ (4) 16d each ply 28 Ga. painted steel siding be rated for impact resistance per Section 1609.2 of the 2020 NY At post, fasten truss to PROGRESS PRINT DATE: 6-29-2023 State Building Code. post w/ (8) 16d nails 2x8 SYP treated skirt board, fasten REVISIONS: DATE: BY: truss; truss to have Notch post to accept ` to gable posts w/ (8) 16d hot dip 2 galvanized nails 1Q Update notes (CP) 7-31-23 ram direct bearing on post k g each A Add note 7-31-23 ram Alternat; splices,(6) %6"x3y" GRK 2 Ply 2x10#1 SYP headers, fasten - RSS screws each, (3) screws on to post w/ (6) Y6"x3X" GRK RSS `/--Concrete backfill each side of splice screws each Post N i< #4x12" Rebar thru post at i 8 above concrete footing Ai 00 2-Ply Header Detail ! a Concrete footing Scale Y = 1 0 18 � Cross Section B/1 ScaleY2" = 1'-0" ENGINEERED BY: E. Pesce DRAFTED BY: L Jasvins DRAWING NUMBER: PAGE: E250-23 1 of 2 Revision #1 TTE drawing # E250-23, certified 8/1 /2023. This drawing will replace TTE original drawing # . . timbertech E250-23, certified 6/30/2023. ENGINEERING 28 Gage painted galvanized steel Note: East: 22 Denver Road, Suite B Denver, PA 17517 Steel panels are an integral part of the Ph: 717-335-2750 Fax: 717-335-2753 building structural design. Install as per manufacturers recommendations and West:406 S Main Street, PO Box 509 Kouts, IN 46347 these plans. Any deviation may be Ph:219-766-2499 Fax: 219-766-2394 detrimental to structural performance. Saw cut to a depth of 1" or Concrete slab (4) #5 Continuous rebar p Southeast:172 Luyben Hills Road Kingston Springs,TN 37082 Y D (whichever is greater)ff Ph:615-3781535 Fax:615 3781587 -� . . . '7 Controlled crack Place cut within 4-12 hours (once aggregate is set) www.timbertecheng.com 37%"Formed width Purlin bearing leg ° a creative engineering firm, providing solutions 36" Coverage 4 and building relationships Side La - Butyle caulking or other p 4 "' WWF* approved control joint filler This drawing is the property of Timber 16" Tech Engineering, Inc. and reproduction, Wood framing Intermediate Roof Purlins and siding alteration or use of this drawing without the Concrete Slab Edge Detail Scale 1" = 1'-0" Floor Control Joint Detail Scale 3/" = 1'-0" written consent of Timber Tech Eaves, Ridge and Endlaps - Roof Purlins At Overhead Door Openings Engineering, Inc. is prohibited. Drawings #10x1%" screw typical *Note: shall not be scaled to obtain dimensions. Every other bar shall extend through The contractors and builders involved on Steel Panel Fastening Detail control and construction joints. Cut one this project shall verify all dimensions and half of horizontal steel at these locations. conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work. IMPORTANT NOTE: This plain is approved for structural design of this building. 8/1/23 — Or NEW YO E2 0-2 2n nVAT- FES Revision#1 i ( Timothy R. Royer NY Eng. Cert#73963 ( Expiration Date: 03-31-2026 ! CONTRACTOR: 12 4 RP Fabrication f 16 Youngs Avenue Calverton, NY 11933 E f t � € E E 1 ; € I DRAWING TITLE: E Steel Panel Fastening Detail i ' Concrete Slab Edge Detail i Floor Control Joint Detail Elevations I (€ 3 € 33 I PROJECT: 30'x4O'x12' Post Frame Front Elevation ScaleY4" = 1'-0" Left Elevation ScaleX" = 1'-0" Building For: LIEC 3800 Duck Pond Rd � I E E ! FE Southold, NY 11935 1 E 9 4� i � E f PROJECT START DATE. 6-20-2023 I � E 0' i fE �1'-0' PROGRESS PRINT DATE: 6-29-2023 Il ! jii j REVISIONS: DATE: BY: I I � E E€i E iE B I 17 i Rear Elevation Scale)/4" = 1'-0" _Right Elevation Scale Y" = 1'-0" ENGINEERED BY: E. Pesce DRAFTED BY: L. Jasvins DRAWING NUMBER: PAGE: E250-23 2 of 2