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HomeMy WebLinkAbout50159-Z o��g�FfO(xcoG Town of Southold 6/22/2024 a y P.O.Box 1179 o - 53095 Main Rd �apf`' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45299 Date: 6/22/2024 THIS CERTIFIES that the building ACCESSORY Location of Property: 38015 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-2-15.7 Subdivision: ' Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/22/2024 pursuant to which Building Permit No. 50159 dated 12/27/2023 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 barn_(60x40)as applied for per ZBA#7827, dated 10/19/2023. The certificate is issued to QJSG Properties LLC of the aforesaid building. 'SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50159 6/10/2024 PLUMBERS CERTIFICATION DATED t riz Signature �SUFFa' TOWN OF SOUTHOLD moo ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY - �ol 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#: 50159 Date: 12/27/2023 Permission is hereby granted to: QJSG Properties LLC 333 Central Park W Apt 106 New York, NY 10025 To: construct an accessory barn (60x40) as applied for per ZBA approval. I At premises located at: 38015 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-2-15.7 Pursuant to application dated 11/21/2023 and approved by the Building Inspector. To expire on 612712025. Fees: ACCESSORY $1,325.00 CO-ACCESSORY BUILDING $100.00 Total: $1,425.00 Building Inspector pF SOUry�l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �ply� � �o JameshCa�southoldtownny.gov AUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gallant Address: 38015 Main Road city:Orient st: New York zip: 11957 Building Permit#: 50159 section: 15 Block: 2 Lot: 15.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Celi Electrical LTG, IN( Electrician: Greg Celi License No: 1022-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical X Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 14 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures [I Sump Pump Other Equipment: 2 30amp outlets 240v Notes: BARN Inspector Signature: Date: June 10, 2024 38015 main rd OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 S INSPECTION [ FOUNDATION 1ST V [ ] 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: Val 1/w DATE INSPECTOR OP SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O cou 631-765-1802 �v INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ KFINAL LATION/CAULKING FPPING [ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 01�74 AWA u� vv (A^A ZA'o t DATE l 'YD INSPECTOR OFSObTyO� �VG � U I.a( VL "wA * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ :] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]* FIRE RESISTANT PENETRATION [A ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ne'led 5, lde DATE �� �� INSPECTOR �O�apfSOUTy°� 50 l5q 36015 , A4o-��- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ j 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: hof✓I, A v DATE ��'t'� Lo2 INSPECTOR SOUTho� TOWN OF SOUTHOLD BUILDING DEPT. °ycoorm, 631-765-1802 .<o- i 4NSPECTION ' - ' . . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION-2ND I. ] SULATION/CAULKING [ ] FRAMING /STRAPPING 1.4.FINAL A, Avli'v [. ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION _ [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR 154035577-4291240003909 Qty: 1 Truss: 4291240003909-2 Customer: Sales SID: TID: Date: 01109/24 Truss Mfr.MBI Page: 1 of 1 i 7-5-13 i 6-3-2 6-1-9 i 6-1-9 i 6-3-2 7-5-13 1 7-5-13 2 13-8-15 3 19-10-8 4 26-0-1 5 32-3-3 6 39-9-0 7 6/12 MNllX13-18pm -6/12 MNlIX11P Nllxllpm,- N 6/12 -6/12 N MN3X5 MN3X5 H MN8X16-18pm MN9x9pm=MN9x16 &$pm MN9X9 MN8x16-18pm � pm= 6X18-1855pm ^' 6x18-1855pm MN5x6pm `^ MN5x6pm 2/12 -2/12 ' MN9X20-18pm MN9x20-18pm 7-2-11 1 3-11-12 1 3-11-12 i 7-2-11 i 8-8-1 8-B-1 15-10-12 19-10-8 23-10-4 31-0-15 39-9-0 1 8 9 10 11 12 13 14 7 39-9-0 Truss Weight = 348.7 lb Code/Design: IBC-2015/TPI-2014 PSF Live Dead Dur Factors TC 20.0 7.0 Live Wind Snow ' BC 0.0 2.0 Lum 1.15 N/A N/A Total 29.0 Plt 1.15 N/A N/A Spacing: B-00-00 o.c. Plies: 1 Repetitive Member Increase: No Green Lumber: No Wet Service: No Fab Tolerance: 10% Creep (Kcr) = 2.0 Material Summary Reaction Summary Deflection Summary TC 2x8 SP 2400/2.0 --------------Reaction Summary(Lbs)---------------- TrussSpan Limit Actual(in) Location BC 2x8 SP 2400/2.0 Jnt --X-Loc- React -Up- --Width- Vert LL L/240 L/824(-0.57) 11-12 Webs 2x4 SP (ALSC6-2013) #1 1 02-12 4611 1423 05-00 Vert DL L/120 L/999(-0.26) 11-12 Wedge 2x10 SP (ALSC6-2013) #1 7 39-06-04 4611 1032 05-08 Vert CR L/180 L/568(-0.83) 11-12 Max Horiz = 0 / +533 at Joint 1 Horz LL 1.00in ( 0.33) @Jt 7 Member Forces Summary Horz CR 1.50in ( 0.48) @Jt 7 Max CSI in TC PANEL 1 - 2 0.72 DPL LL 2L/120 2L/999( 0.01) 11- 4 Max CSI in BC PANEL I - B 0.73 Bracing Data Summary Max CSI in web 12 - 5 0.67 Loads Summary ------------Bracing Data------------ See Loadcase Report for loading combinations and additional details. Chords; Sheathing required or bracing ...Mem... Ten Comp .CSI. User Distributed Loads (pif) indicated: TC 1- 2 3033 9507 0.72 Mbr Load Uplift Start Load Uplift End Dir Description -----'-------Purlins------------ 2- 3 3128 8981 0.62 TC -132.0 -132 0 -132.0 -132 19-10-08 Normal wind @ 90 Deg ---oc--- --From-- ---To--- #Bays 3- 4 2691 6083 0.46 TC 48.0 0 0 48.0 0 19-10-08 Vert unbal @ 90 Deg TC 2-00-00 0 39-09-00 23 4- 5 2444 8083 0.60 TC 280.0 0 19-10-08 280.0 0 24-09-00 Vert unbal @ 90 Deg BC 4-00-00 0 39-09-00 11 5- 6 .2395 8980 0.62 TC -78.0 -78 19-10-08 -78.0 -78 39-09-00 Normal wind @ 90 Deg ------ Web Bracing -- T-Brace ------ 6- 7 2302 9506 0.72 TC 160.0 0 24-09-00 160.0 0 39-09-00 Vert unbal @ 90 Deg Single: 10-4 4-12 BC 1- 8 8144 2901 0.73 7-14 8143 1818 0.73 Notes 8- 9 7720 2262 0.64 Plates designed for Cq at 0.90 and Rotational Tolerance of 5.0 degrees 9-10 7726 2254 0.43 A "pm" next to the plate size indicates that the plate has been user Plate offsets QX 1f): 10-11 6189 1330 0.26 modified; see Plate Offsets for any special positioning requirements. (None unless indicated below) 11-12 6189 1329 0.26 Single pass roller reduction factor has been used. Jntl(OS-01,02-03), Jnt3(-02-10,00-08), 12-13 7726 1690 0.43 Jnt4(0,-00-15), Jnt5(02-10,00-08), 13-14 7720 1698 0.64 Jnt7(-05-01,02-03), JntlO(-00-02,00-10), Web 2- 8 618 651 0.10 Tntll(00-01,-00-04), Jnt12(00-02,00-10) 3- B 967 417 0.57 Joint Stress Index JSI: 3-10 962 1108 0.32 Jntl(0.72), Jntl(0.72), Jnt2(0.60), 4-11 2090 1429 0.34 Jnt3(0.56), Jnt4(0.61), Jnt5(0.56), 4-12 2237 422 0.46 0.60), Jnt7(0.72), Jnt7(0.72), 4-12 2237 922 0.96 5-12 391 1656 0.67 Jnt8(0.61), Jnt9(0.60), JntIO(0.58), 5-19 934 54 0.07 ' Jntll(0.70), Jntl2(0.66), Jntl3(0.60), 6-14 235 686 0.10 NE Jnt19(0.61) MSC 11-11 0 0 0.00 Date: 2024.01.11 w '08:07:53 -06'00 se OFES 11/2024 ®Component Solutions Truss Studio V 2022.5.2.5 EgD.g:2020(3RGT 351 154036677-4291240003909 Qty: 1 Truss: 4291240003909-2 Customer: Sales SID: TID: Date: 01/09/24 Truss Mfr.MBI Page: 1 of 1 7-5-13 6-3-2 I 6-1-9 I 6-1-9 I 6-3-2 I 7-5-13 7-5-13 8-15 19-10-8 26-0-1 39-9-0 1 2 13- 3 4 S 32-3-3 6 7 6/12 MNllX13-18pm -6/12 MN11X11p N11X11pmo N 6/12 -6/12 N MN3X5 MN3X5 MN8x16-18pm MN9X16 18pm MN8X16-18pm MN9X9pm= MN9X9pm= 6x18-1855pm ' 6x18-1855pm �+ MN5X6pm "' MNSX6pm �+ ' 2/12 -2/12 ' - MN9x20-18pm MN9x20-18pm 8-8-1 -� 7-2-1 I 11 3-110-2 I 7-20-11 I 8-8-1 8-8-1 15-10-1 -1112 -11 39-9-0 1 8 9 10 11 12 13 14 7 1 39-9-0 Truss Weight = 348.7 lb Code/Design: IBC-2015/TPI-2014 PSF Live Dead Dur Factors TC 20.0 7.0 Live Wind Snow BC 0.0 2.0 Lum 1.15 N/A N/A Total 29.0 Plt 1.15 N/A N/A Spacing: 8-00-00 o.c. Plies: 1 Repetitive Member Increase: No Green Lumber: No Wet Service: No Fab Tolerance: 10% creep (Kcr) = 2.0 r, Material Summary Reaction Summary Deflection Summary TC 2x8 SP 2400/2.0 --------------Reaction Summary(Lbs)---------------- TrussSpan Limit Actual(in) Location BC 4 2x8 SP 2400/2.0 Vert LL L/240 L/824(-0.57) 11-12 Jut --X-Loc- React -Up- --Width- Webs 2x4 SP (ALSC6-2013) #1 Vert DL L/120 L/999(-0.26) 11-12 7 39-06-04 4611 1032 05-08 Wedge 2x10 SP (ALSC6-2013) #1 1 02- 4611 1 05-08 Vert CR L/180 L/568(-0.83) 11-12 32 Max Horiz = 0 / +533 at Joint 1 Horz LL 1.00in ( 0.33) @Jt 7 Member Forces Summary Horz CR 1.50in ( 0.48) @Jt 7 Max CSI in TC PANEL 1 - 2 0.72 DPL LL 2L/120 2L/999( 0.01) 11- 4 Max CSI in BC PANEL 1 - 8 0.73 Bracing Data Summary Max CSI in Web 12 - 5 0.67 Loads Summary ------------Bracing Data------------ See Loadcase Report for loading combinations and additional details. Chords; Sheathing required or bracing ...Mem... Ten Comp .CSI. Use Distributed Loads (plf) indicated: TC 1- 2 3033 9507 0.72 Mbr Load Uplift Start Load Uplift End Dir Description .---Purlins------------ 2- 3 3128 8981 0.62 TC -132.0 -132 0 -132.0 -132 19-10-08 Normal wind @ 90 Deg ---oc--- --From-- ---To--- #Bays 3- 4 2691 8083 0.46 TC 48.0 0 0 48.0 0 19-10-08 Vert unbal @ 90 Deg TC 2-00-00 0 39-09-00 23 4- 5 2444 8083 0.60 TC 280.0 0 19-10-08 280.0 0 24-09-00 Vert unbal @ 90 Deg BC 4-00-00 0 39-09-00 11 5- 6 2395 8980 0.62 TC -76.0 -78 19-10-08 -78.0 -76 39-09-00 Normal wind @ 90 Deg ------ Web Bracing -- T-Brace ------ 6- 7 2302 9506 0.72 TC 160.0 0 24-09-00 160.0 0 39-09-00 Vert unbal @ 90 Deg Single: 10-4 4-12 BC 1- 8 8144 2901 0.73 7-14 8143 1818 0.73 Notes 8- 9 7720 2262 0.64 Plates designed for Cq at 0.90 and Rotational Tolerance of 5.0 degrees 9-10 7726 2254 0.43 A "pm" next to the plate size indicates that the plate has been user Plate offsets(X,Y)-. 10-11 6189 1330 0.26 modified; see Plate Offsets for any special positioning requirements. (None unless indicated below) 11-12 6189 1329 0.26 Single pass roller reduction factor has been used. Jntl(05-01,02-03), Jnt3(-02-10,00-08), 12-13 7726 1690 0.43 _ Jnt4(0,-00-15), Jnt5(02-10,00-08), 13-14 7720 1698 0.64 Jnt7(-05-01,02-03), JntlO(-00-02,00-10), Web 2- 8 618 651 0.10 Tntll(00-01,-00-04), Jnt12(00-02,00-10) 3- 8 329 595 0.52 Joint Stress Index(JSI): 3-10 962 1108 0.57 32 - Tntl(0.72), Jntl(0.72), Jnt2(0.60), 4-11 2090 1429 0.32 Jnt3(0.56), Jnt4(0.61), Jnt5(0.56), 4-12 2237 422 0.46 0.60), Jnt7(0.72), Jnt7(0.72), 4-12 2391 656 0.67 Jnt8(0.61), Jnt9(0.60), JntlO(0.58), 5-12 391 1656 0.67 , Jntll(0.70), Jntl2(0.66), Jntl3(0.60), 6-14 235 686 0.10 k Jntl4(0.61) MSC 11-11 0 0 0.00 Date: W LU 2024.01.11 '08:07:53 -06'00 OFFS Stid 11/2024 ®Component Solutions Truss Studio V 2022.5.2.5 EigDrW.2=r3RG7 JSI 'TEED INSPECTION REPORT DATE gOMMENTS t y TO o FOUNDATION (1ST) 01 --------------------------------- FOUNDATION (2ND) � z Y l'�M I I fOD ROUGH FRAMING& -3 PLUMBING o 641) J d� INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS -�- c'n - &( - �h I �° ss�,�/- . To Z 9d 3aa re I 6b -7 m ' -- �O x H _ x d m b y`agt1fE01/(c. TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT DV For Office Use Only D L "� l� ti PERMIT NO. Building Inspector: I JAN 2 2 2024 Applications=and forms must be.filled out in their eiitirety.`!ncomplete applications,'wlll not be:accepted.:'Where the Applicant is not the,owner,an BAH DI T .Uri.P ,,• Own eessAuthorization:form(Page 2)shall be completed: Date: OWNER S OF PROPERTY: ..- Name: SCTM#1000 ._., _ QJ.SC�.... _ _ .G Project Address: .j' .(S.__.. . .. T .. . .... ....1..�.., �j.. ........., m......... _._... ...._.... Phone#: .�.c�C73y'.. 57_ ..._.,.."....,. ._ .._ .........._...,: rj Email: 4R1._......_ Mailing Address: ._... ............,_. .. ....,, _._?J.�J.©��._..h/�,�iJl ..1ZI',... .C.�P�LIE+C.��T... ,. �.I�t✓� .. .. _. .. .. .......... ...._. ....... ONTACT PhRSON: .. l:Y tyi�ri, Q Name: Mailing Address: Z.3�J�"..,..C1✓� ._. ... A.A ... . Phone#: DESIGN PROFESSIONAL INFORMATION: Name: Mailing ZZ Address: r�j�j ...... . ...V' 7, LE: I . ... �..:. .......,.., Phone#: CONTRACTOR.INFORMATION:";,, Name: S ....d,.ti►c,Mailing Address: Phone#: ,?j� -"ZzJrJ-._ .g�� . �. .._ ... ................_ .. -�I:al��vt-►•.�--�.�J��1�.cGrTl'rJU1.�di_.. , ,�f�1 DESCRIPTION'OF PROPOSED CONSTRUCTION" .- , VNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $�i7�. ....... . .., Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes *0 -44`9 60` AeKE-E;6�em 6AZA4L 1 �o�5ut Fot.r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • Telephone (631) 765-1802 Fax(631) 765-9502 hi!ps://www.southoldtommu.jzov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Ap.plications`and forms must be filled out-in their entirety.Incomplete �1At1lg Depactme, application"s,w'it not;be accepted: Where the Applicant"iis;not the owner;-an_ ".` `�1 !�f;)oa�ti;0 ( •., t Y . C.f Owner's Authorization form(Page 2)-shall be completed.- Date:11.17.23 OWNERS)OF PROPERTY: Name:QJSG Properties scrM#s000-15-02-15.7 Project Address:38015 Route 25 - Orient, NY 11957 Phone#:646.734.3579 Email:chad@gallant.cc Mailing Address:PO BOX 613 Orient, NY 11957 CONTACT PERSON: Name:Zackery E. Nicholson, RA Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935 Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Zackery E. Nicholson, RA Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935 Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com -CONTRACTOR INFORMATION: Name:Morton Buildings Inc Mailing Address:22355 Cox Ln, Unit#4 - Cutchogue, NY 11935 Phone#:631.235.0841 Email:William.Kelly@mortonbuildings com DESCRI PTION DF PROPOSED�CONSTRUCTION ❑■New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other ba_ry) $$150,000 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:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 _ this property? ❑Yes ❑■ No IF YES,PROVIDE A COPY. © Check Box After.Reading:'The owner%contractor/design professional is responsible for all drainage and storm Water issues as provided by Chapter Z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town,of.Spo thold,Suffolk;County,New York and other applicable.Laws;,Ordlnancessor Regulatlons;:for•the construction of buildings, _ `additions,alterations or for removal or demolition as'herein described ,The',ap'pII can t agrees to corriply:wi.ithi.alhapplicable Iaws,'ordinances,building code," housing,code and regulations and to admit authorized inspectors on premises and In bullding(s)for necessary inspections.;Falsestatements made herein are punishable as 0,C lass A misdemeanor pursuant to Section 210.45 of the:fVew'York State penal Law. Application Submitted By(print name):Zackery E. Nicholson, RA NAuthorized Agent ❑Owner Signature of Applicant: s - � _ DateTI1�17� Z� , STATE OF NEW YORK) S: COUNTY OF Sy :0W, ) Z0-r- . V-� being duly sworn,deposes and says that(s)he is the applicant (Name of individdal signing contract)above named, (S)he is the &Ych it Arc: - (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 day of UaJer"kirz ,20 ry Public CHELSEA L. CHALONE Notary Public, State of New York Registration Suffolk C unty PROPERTY OWNER AUTHORIZATION Qualified-In Suffolk County 'Commission Expires Aug.5,20 (Where the applicant is not the owner) Chad Gallant residing at 38105 Main Road, Orient, NY I, Zackery E. Nicholson do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 11/15/23 Owner's Signature Date Chad Gallant Print Owner's Name 2 � y BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson e� 53095 Main Road-P.O.Box 1179 Patricia Acampora :�� �,® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. - Town Annex/First Floor Nicholas Planamento ® �® 54375 Main Road(at Youngs Avenue) http://southoldtownny.gov ZONING BOARD OF APPEALS 0 CT ? 3 2023 TOWN OF SOUTHOLD Tel. (631)765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS,AND DETERMINATION MEETING OF OCTOBER 19,2023 ZBA FILE: #7827 NAME OF APPLICANT: QJSG Properties,LLC PROPERTY LOCATION: 38015 NYS Route 25, Orient,NY SCTM: 1000-15-2-15.7 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 21, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application,is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject,conforming,property measuring 19.645 acres has access to NYS Route 25 via a 337.42 feet in length flagpole having a lot width of 99.92 feet along the roadway (which includes a 50 feet wide right of way running the length of the lot, allowing access to the small, waterfront parcel to the north), measures approximately 2,050.20 feet along-the easterly property line,measures 543.29 along the northerly property line and 1,763.16 feet along the westerly property line,contiguous with multiple residential lots of the"Green Acres at Orient" subdivision, then 308.56 feet along the southerly property line where it then meets the aforementioned flagpole portion of the lot. The property is improved with a one and one half-story frame house with porch currently under renovation,a tennis court,and multiple"as-built"structures(subject of this application)allishown on a survey prepared by Howard W. Young, Licensed Land Surveyor last revised July 26, 2023. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-13C; Article III, Section 280-15; Article XXII, Section 280-1051)(4); and the Building Inspector's May 9, 2023, Amended July 28, 2023 Notice of Disapproval based on an application for a permit to install additional deer fencing and to construct an accessory potting shed,a chicken run with coop,a goat barn,an accessory artist studio structure,barn,and two(2)hoop houses, and to legalize an`1'as built"accessory pergola,a greenhouse and two(2)sheds on rural residential property;at 1)the proposed artist studio use in the accessory building is not a permitted accessory use;2)seven(7)proposed accessory structures located in other than the code permitted rear yard; 3) four (4) "as built" accessory structures located in other than the code permitted rear yard;4)deer fencing located in the non-permitted front yard or primary front yard; located at: 38015 NYS Route 25,Orient,NY. SCTM No. 1000-15-2-15.7. RELIEF REQUESTED: The applicant requests multiple variances to legalize several "as-built" accessory structures, including a pergola(14 feet by 22 feet),a greenhouse(14 feet by 19.6 feet), and two(2)sheds(combined Page 2,October 19,2023 .97827,QJSG Properties SCTM No. 1000-15-2-15.7 size, 3.9 feet by 13.6 feet) located in a front yard where such improvements are limited to rear yard locations; the applicant seeks a variance to construct a deer fence eight(8)feet in height in a front yard location, where only a four (4) foot high fence is allowed; the applicant seeks variances for the proposed construction of several accessory structures, including a potting shed (8 feet by 12 feet), a chicken run(30 feet by 100 feet) with coop(10 feet by 20 feet), a goat barn(12 feet by 16 feet),two(2) hoop houses(each 20 feet by 50 feet), a barn (40 feet by 60 feet with a height of 20.11 feet), and an elevated art studio/viewing platform (16 feet by 16 feet with a height of 17.4 feet) located in a front yard where the Code limits the placement of such structures to a rear yard location;and finally,the applicant seeks a variance for the use of the art studio,which is not permitted per the Town of Southold code. ADDITIONAL INFORMATION: The applicant is the owner of the large, seven (7) acre, waterfront estate immediately to the north for the subject property, known as SCTM: 1000-I5-2-15.8 and while an independent property it is characteristically aligned to the agriculturally used subject parcel. Presently,the applicant proposes to live in the house on the subject parcel that has an open building permit for renovations and expansion;the residence to the north will be renovated and occupied at a later date by the applicant's adult son. The applicant provided architectural plans for the accessory structures unsigned and unstamped,labeled A-1 through A-4 and dated July 19,2023 and manufacturer specs for the hoop houses from Hoklartherm dated September 2016. Improvements on the parcel are covered by the following Certificate of Occupancy: #Z-33595 dated March 16,2009 covering the.conversion of an existing accessory structure to a residence. #Z-33594 dated March 16,2009 covering an accessory tennis court #Z-44926 dated June 26, 2020 covering a deer fence in a front yard location per ZBA approval An open building permit, file #49219, was issued May 9, 2023 for additions and alterations to*an existing single- family dwelling. The residential structure is located at the northern end of the subject parcel with the majority of land (presently used for agricultural purposes) located to the south; little or no room exists in the compliant rear yard of the residence to place the necessary agricultural accessory structures (both "as-built" and proposed) in a compliant location. The parcel is bisected by wetlands which are presently unfenced to the west. At the hearing the applicant's aitorney explained that, although the Notice of Disapproval stated that the proposed deer fencing was not permitted in a front yard,the applicant proposes to place deer fencing around the wetlands area located in the existing front yard and would only be tying it into the existing deer fence permitted under prior Board relief. The applicant is the beneficiary of prior Board relief under file #7371 dated February 20, 2020 granting relief to allow a deer fence in a front yard location, along the perimeter of the property. Development rights on the entire parcel are intact. The applicant offered testimony that the farm operation and use of the site agriculturally is accessory to the residential use and that they are presently not classified as a bona fide farm operation. The produce grown and agricultural products are for the owner's own consumption and are not sold at a permitted roadside farmstand. The applicant's agent offered testimony that the art studio (in practice an enclosed viewing platform) is for the use of the property owner,that no public events will be held and that the structure will not contain plumbing or a bathroom nor will it be conditioned and will have limited/basic electric service. . An immediate neighbor wrote a letter of concern prior to the public hearing; during the public hearing the 'farm manager' spoke in favor of this application reminding the Board of the property size and remote location with ® Page 3„October 19,2023 97827,QJSG Properties SCTM No. 1000-15-2-15.7 virtually no impact on any immediate neighbor or the community in general. No other neighbor or member of the community spoke in favor of or against this application. On October 6, 2023 the applicant's agent provided the Zoning Board of Appeals with examples of multiple similar' variances granted for accessory structures and deer fencing in front yard locations. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5, 2023 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 6267-b(3)(b)(1). Grant of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject parcel is not visible from the roadway or the subdivision to the west,as it is obscured by dense woodlands, where a deer fence already exists protecting the applicant's crop. The addition of various accessory structures, customary in agricultural operations, as applied for, in a front yard location,where a rear yard is required,will also have little or no impact on the community as they are not visible other than from the air. Lastly, the use of the proposed accessory structure as an art studio/viewing platform, while not a permitted use will again have no impact on the community since it is less than 260 square feet in size, unconditioned and without plumbing and raised to a finished height of under 20 feet. All structures, as proposed, are common to any agricultural operation within the Town of Southold. 2. Town Law 6267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The proposed deer fence,which is non-conforming in height in a front yard on a residential lot, is the only possible way to attempt to control deer intrusion on this agriculturally used property. Furthermore,the applicant cannot locate the agricultural accessory structures in a compliant rear yard location as a result of the original location of the residential structure. While the applicant can create a conforming `art studio' space within their residence,the structure, as proposed is modest in size and raised over the agricultural property to allow the resident a view of the farm operation and various planting beds and garden areas. 3. Town Law 2267=bb(3)(b)(3). The variances granted herein are mathematically substantial, each representing 100% relief from the code. However, as evidenced by the applicant's agent testimony and that of the farm manager, there is no impact on any immediate neighbor, that the property is well screened from view and site is well over 1,450 feet to the north of Main Road/Route 25. While not an official farm operation, the applicant has provided evidence to the Boards satisfaction that the property is well planted with a variety of fruit bearing trees,that there is livestock and other typical farm animals on site and that all appears well tended to and taken care of. 4. Town Law 6267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 6267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Furthermore, at the time of the.minor subdivision, as sanctioned by the Town of Southold Planning Board, the tennis court was associated with the property to the north as was the small accessory structure now converted to a primary residence. While self-created, the applicant is limited in their ability to use the full 19 acres lying to the south of the aforementioned improvements without Board relief. Page 4,October 19,2023 #7827,QJSG Properties SUM No. 1000-15-2-15.7 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of several"as-built" accessory•structures, including a pergola(14 feet by 22 feet), a greenhouse(14 feet by 19.6 feet),and two(2)sheds(combined size, 3.9 feet by 13.6 feet)and the construction of a deer fence eight(8)feet in height in a front yard location(along the perimeter of wetlands at the center of the parcel, and the construction of several accessory structures: a potting shed(8 feet by 12 feet),a chicken run(30 feet by 100 feet)with coop(10 feet by 20 feet), a goat barn(12 feet by 16 feet),two(2)hoop houses(each 20 feet by 50 feet),a barn (40 feet by 60 feet with a height of 20.11 feet),and an elevated art studio/viewing platform (16 feet by 16 feet with•a height of 17.4 feet)ALL located in a front yard where the Code limits the placement of such structures to a rear yard location while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered.by Member Planamento,seconded by Member ,and duly carried,to GRANT the variances as applied for and shown'on a Building Permit Survey prepared by Howard W. Young, L.S., last revised July 26,2023; and Architectural Plans for the pergola and the 13.6 ft. by 3.8 ft. shed, labeled A-3 and A-4,prepared by John J. Condon,dated August 17,2023;and unsigned and unstarrip Architectural Plans of the 40 ft. by 60 ft. barn,potting shed, goat bam, chicken coup and artist studio, labeled A-1 and A-2 and, dated July 18,2023 and manufacturer specs for the hoop houses from Hoklartherm, dated September 2016. SUBJECT TO THE FOLLOWING CONDrrIONS: I. The applicant must apply to the Building Department for a building permit for all the"as-built' improvements located in the non-conforming front yard (�1�4:ft:vcfi9 G�:�g eeahouse a-a1-3 6-ft:-x 3.:g'ft. frame,shed,,and.a 1Uft.x.2'1.1 ft. ep r ola)rwiin 90 days of the date of this decision and submit same to O �ce of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why th6 applicant was unable to obtain a Certificate of occupancy in the time allotted. 3. The"as built" improvement(s)may not be used until a Certificate of Occupancy has been obtained. s_inktoiily;(.iio half-or fi511 , _ e. o a=utiaity4. utform sn9to beconditioned m b ff- y- a d bathroom sha1 be_permitted)�--basic-electriciTy, hall_be=aliowed S. In addition,the Board determines the following elements/conditions led to the determination that the artist use is customary and incidental to the principal use,and therefore shall apply: a) Such use is incidental to the principal residential use on the premises. b) The artist's studio/workshop in an accessory structure is not rented to or used by anyone other than the property owner of the principal dwelling. If property owner applies for a rental permit for the subject dwelling,or sells/transfers the property, art studio use shall be extinguished. . c) No individual or group instructions, classes or demonstrations related to the production/fabrication of crafts/art works in the studio/workshop may take place on the property. d) The property owner may not employ or engage unpaid assistance by any other persons(s)in relation to the production/fabrication of art/crafts in the accessory structure; e) There is no exterior effect at the property Iine such as noise,traffic, odor,dust, smoke,gas,fumes or radiation. f) No display of products/art work/crafts etc. is visible to the street. Page 5,October 19,2023 _ #7827,QJSG Properties SCTM No. 1000-15-2-15.7 g) No sales to the public are permitted on the subject property. h)• Activities in the artist's studio/workshop in the accessory structure are limited to the production of crafts and works of art such as painting,sculpture, photography, ceramics, weaving/textiles, glass art (but not glass blowing), and personal woodworking/carpentry and auto mechanics on--vehicles belonging only to the property owner. i) No sleeping or cooking is permitted in the accessory structure. j) An accessory structure used as an artist's studio/workshop may only contain that one use in addition to non-habitable(unfinished,open rafters and stud walls)storage of general household items, garden tools and/or vehicles. k) An accessory apartment in the accessory structure is not permitted unless the artist's studio/workshop use is removed and a special exception permit is obtained from the Zoning Board of Appeals. 1) The following uses are not,by this determination, considered to be permitted uses in an artist's studio/workshop in an accessory structure, as defined herein and are prohibited:workouttfitness activities,recreational activities,and home offices(as defined in the Town Code). I This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this'decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves Ilse right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAMS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding Me scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving non conformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by Page 6,.October 19,2023 .#7827,QJSG Properties SCTM No. 1000-15-2-15.7 the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Planamento, Lehnert, Acampora, Dantes, Weisman. This Resolution was duly adopted (5-0). r Les ie Kanes Weisman, Chairperson Approved for filing��i / ;Z0/2023 i r �S�tiFo�,�oo �O Gy BUILDING DEPARTMENT-Electrical Inspector c < TOWN OF SOUTHOLD w Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Gyfj01 Telephone (631) 765-1802 Temporary Certificate # 4Z Date 2ej 2024 Customer Name &ILI Electrician Name rt tile. Address 3 Phone e-mail C(4, LLWC,,.L6 C 4p �' (� I e-mailki iLe L Phone License# 0,22.- ME Size &00 A Phase Overhead Underground Ik& #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid fo=90o above. Authorized by g�fF01/r BUILDING DEPARTMENT- Electrical Inspector 2 Po24 TOWN OF SOUTHOLD FEB Town Hall Annex- 54375 Main Road - PO Box 1179 15 Southold, New York 11 971-0959 «?I,:,'n. Telephone (631) 765-1802 - FAX (631 y 765-95Q2..--, amesh(cD-southoldtownny.gov- Sean d(@-so utholdtown ny.q V APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 2/27/2024 Company Name: CELI ELECTRICAL LTG, INC. Electrician's Name: GREG CELI License No.: 1022-ME Elec. email:CATHERINEB@CELIELECTRIC.COM Elec. Phone No: 631-288-2227 211 request an email copy of Certificate of Compliance Elec. Address.: 255 RIVERHEAD ROAD, WESTHAMPTON BEACH, NY 11978 JOB SITE INFORMATION (All Information Required) Name: GALLANT Address: 38015 MAIN ROAD, ORIENT Cross Street: SOUTHOLD DRIVE Phone No.: 631-288-2227 Bldg.P.ermit#: 50159 email:CATHERINEB@CELIELECTRIC.COM Tax Map District: 1000 Section:15 Block: 2 Lot:15.07 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ELECTRICAL WORK IN 2400SF NEW CONTRUCTION, 200AMP UNDERGROUND SERVICE Square'Footage: 1`2400' Circle All That Apply: Is job ready for inspection?: ❑ YES R] NO ❑ ❑ Oina Rough In - : Do you need a Temp Certificate?: 0 YES ❑NO issued OneFik&-da 3l l 23 Temp Information: (All information required) Service Size�l PhFJ3 Ph Size: A # Meters Old'Meter#'-' Ft/�New ServiceE]Fire Reconnect[]Flood Reconnect Elservice Reconnect 21Und6rground'E]0verh6ad # Underground Laterals[]l FJ2 F-IHFrame D Pole Work doneon-Sibrvice?.".- E1Y N. Additional Information:200 AMP UNDERGROUND SERVICE PAYMENT DUE WITH APPLICATION f-e- e-4 PERMIT q Address Switches (Dutieis I�fT� 1�1i G F I's -}-�� Surface Sconces l 1 H H's UC Lts Fans Fridge HW Exhaust Oven WAD smokes DW Mini arbon Micro Generator -ombo Cooktop Transfer ar AH Hood Service Amps Have Usec -pedal AA 'I, Q :omments O`00 A14 ` QAQ� a 3o A bf -�_ -)D AMP 10P J I S�FR.It BUILDING DEPARTMENT- Electrical`Inspector TOWN OF SOUTHOLD FES 2 9 2024 cm Town 1 Town Hall Annex- 54375 Main Road - PO Box 1179 Me o Southold, New York 11971-0959 '. Telephone (631) 765-1802 - FAX (631 TT.65=95Q2 ,-,.) ;. J 1 ' lamesh(aD-southoldtownny.gov- seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: W27/2024 Company Name: CELI ELECTRICAL LTG, INC. Electrician's Name: GREG CELI _ License No.: 1022-ME Elec. email:CATHERINEB@CELIELECTRIC.CO.M Elec. Phone No: 631-288-2227 01 request an email copy of Certificate of Compliance Elec. Address.: 255 RIVERHEAD ROAD, WESTHAMPTON BEACH, NY 11978 JOB SITE INFORMATION (All Information Required) Name: GALLANT Address: 38015 MAIN ROAD, ORIENT Cross Street: SOUTHOLD DRIVE Phone No.: 6.31-288-2227 Bldg.Permit#: 50159 email:CATHERINEB@CELIELECTRIC.COM Tax Map District: 1000 Section:15 Block: 2 Lot: 15.07. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ELECTRICAL WORK IN 2400SF NEW CONTRUCTION, 200AMP UNDERGROUND.SERVICE Square Footage: 12400 Circle All That Apply: - -t H �,I� Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In `i' Final Do you need a Temp Certificate?: YES 0 NO Issued On4eMwlQ 3 I t 12-3 Temp Information: (All information required) Service SizePl1 Ph❑3 Ph Size: A #Meters Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information:200 AMP UNDERGROUND SERVICE PAYMENT DUE WITH APPLICATION . a 149) A F 'j7o1ZcL �3w° re c I O 6-7 80 16 SD16_2� Scott A. Russell d°sU '�� �'7['�0�][�I��1 WA\TIE]k SUPERVISOR MANAGEMENTSOUTHOLD TOWN HALL-P.O.Box 1179 •�„ ' � � ,, �] 53095 Main Road-SOUTHOLD,NEW YORK 11971 - Town of So u th o l�L CHAPTER 236 - STORMVATER-MANAGEMENT REFERRAL.�.FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME:: Zackery E. Nicholson, RA Date: (Print) 11.27.23 � - - Contact Information: ZENicholson.ARCH@gmaii.com _ (E-M1ad&Telephone Number) 631.513.6589 Property Address/ Location of Construction Site: 38015 Route.25 - - _ S.C.T.M. #: 1000 Orient,--NY 11957 District _ 15 2 15.7 - - Section Block Lot ': TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT 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°.7s Remiired!. ❑ - Area of Disturbance is Greater than 1 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. DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building-Permit...., ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. .THE APPLICANT MUST OBTAIN _ a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior-to Issuance of a Building.Permit. Reviewed By: _ `v,L► �`�W� _ Date: . . POR M.x RMrP-TOR(Vtnhcr 9n 14 p � � CPivP I � �� Jai (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEALSHALL NOT BE CONSIDERED TO BE A VALID TRVE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)Q CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIa01 O \ � to I. 631.727.2303 fax. 631.727.0144 adman®youngengineering.com Howard W. Young, Land Surveyor \ �yy Thomas G. Wolpert, Professional Engineer °3c01bp� ` Douglas E. Adams, Professional Engineer �g`o h� Danlel A. Weaver, on Surveyor 't0 SITE DATA. AREA = 19.6453 ACRES \ \ `\ 5 nnc ne ty `\ LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA o FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS \ 2°) oQ �� \\\ A MAP NO.A-591. 01(11 \ CN vJ % 4-, gs \ J0 1b O� G \ .o�� o "9 JNS'� •�� \ R° / �°OF Qov \30 o \ 600- \`\\ G S`Gxir�oP� �G6 `°x \30�ya�° \\\\ O� 11' O tJ� pRF EDGE OF WOODS P a O Z O FF o .,8 O ` \ s e Gf`� Ga`cx EDGE OF w0005 \\ X,• Ps `Ci 20 LP yb �% 0 o `\ CIO G6 0,x s41 0. cj \ 1-0 O \ O q 'y \f' O� cis �Xi, // ✓9 O \ S, FE�,�] lr \ �z ,i O h tS PHA, b, `\ �5 '30' O tih G6 °X a. Lot 20 0, a F �O o p9C'.s d' Q 0 �C^' ,U' - s• -\ 0 I \\ 170 10 % cp \b Eb �3 �Ey� 0� .00� �y EA �� �ttsEL`���GZ3? �e/ \\ 91 O Ojc �• � / \ yy OSID ir�. Of / 6RP55 / Q- sGC�o c3'G �O 6F �i�// \\\ �'✓ 6 6 x a �C,.�,o C9 T U' p \\ �O S�'tj�,, SO O / \� �O. \�0., �5y o OIX \ d'� •�, -yam o;• \ 9 S7OLP 6 ` o �`• �s o ` \ 203 Iol s 0 6 \ o ;X \ c� y7 \ CN SURVEYOR'S CERTIFICATION �\ \\ g�aa�ociaim o / ��`'P-yG6a.`°S 6c, f� (/\ *WE HEREBY CERTIFY TO C HAD GALLANT THAT THIS SURVEY WAS N o Cs 'Li r" b / `\ ,r1y`' \ PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS 3 AN. PUN p �b� �\O' \ \ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND �� 7i0 ,p `\ \ SURVEYORS.Of r'. Cq Of LEGEND ., �`� ✓ J F muc Rtsori�dcF ��. '!` G6 O ,��8 9 c 9� a �'� \\ HOWARD W.YOUNG,N. . .L.S.NO. 5893 � _......--- AP =ASPHALT PAVEMENT , o ✓� 5 \\ i DANIEL A.WEAVER,N.Y.S.L.S.NO.50771AN BCC = BELGIAN BLOCK CURB 'i p -y ✓9 \ BP =BRICK PATIO BSW =BRICK SIDEWALK `\ char\ SURVEY FOR CIC =CAST IRON COVER `S7� a°s \\ °o3�i� � i CC =CONCRETE CURB O /// �� ` 0� Qr� �, \\ \ CHAD GALLANT CE =CELLAR ENTRANCE t / e CLF =CHAIN LINK FENCE / \ V0 \\ °' CSW =CONCRETE SIDEWALK s at Orient, Town of Southold M CMF =CONCRETE MONUMENT FOUND /' es N s \\ Suffolk County, New York a CM5 =CONCRETE MONUMENT SET N DI =DRAIN INLET x y 6a. °� „� q DRF = DEER FENCE o �^ L: r CERTIFIED SURVEY EM =ELECTRIC METER 0 0 ET =ELECTRIC TRANSFORMER PZQ O �G �\0 ' EOP =EDGE OF PAVEMENT o GV =GAS VALVE 170 County Tax Map District 1000 Section 15 Block 02 Lot 15.7 a LS =LATH SET It =PROPERTY LINE °3 � � � FIELD SURVEY COMPLETED APR.22,2024 RO =ROOF OVER e MAP PREPARED APR.22,2024 WDF =WOOD FENCE o o^ Q� Record of Revisions WIF =WIRE FENCE \ bhti�h w " "" REVISION DATE WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET G\\ =HYDRANT �/ 'l =UTILITY POLE ��\ �' / V� -.s r i ' r v L- =LIGHT POLE O WELL Vn U � ,UN _ �J' ( 4 202 0 0 60 0 30 60 120 180 m o Ste\ Scale: 1 = 60 / JOB NO. 2023-0025 DWG.2020_0015_2023_0025_cs 1 OF 1 TF-F�� -ry 50 L5,�i ® DATE(MM/DD/YYYY) '4 o CERTIFICATE OF LIABILITY INSURANCE 09/27/2023 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 policy()es)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms 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 CONACT aI NAME: Aon Risk Services Central, Inc. PHONE (866) 283-7122 FAX (800) 363-0105 m chi cago IL Office (A/C.No.Ext): ac.No.: o 200 East Randolph E-MAIL c Chicago iL 60601 USA ADDRESS: _ INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: Zurich American Ins CO 16535 Morton Buildings, Inc. INSURERB: American Zurich Ins Co 40142 252 West Adams street Morton IL 61550 USA INSURERC: Great American Security Ins Co 31135 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:570101817677 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. Limits shown are as'requested LTp TYPE OF INSURANCE INSD SUB O POLICY EF WyD POLICY NUMBER MW MMIDD LIMITS A X COMMERCIAL GENERAL LIABILITY GLO EACH OCCURRENCE $2,000,000 CLAIMS-MADE ❑X OCCUR PREMISES Ea occurrence $1,000,000 MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $2,000,000 rP-- GEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $10,00r -I0,000 X POLICY ❑JEST LOC PRODUCTS-COMP/OPAGG EXclUded c OTHER: o n A AUTOMOBILE LIABILITY BAP 9376314 20 10/01/2023 10/01/2024 COMBINED SINGLE LIMIT (Ea accident) $3,000,000 X ANYAUTO BODILY INJURY(Per person) Z OWNED SCHEDULED BODILY INJURY(Per accident) w AUTOS ONLY AUTOS HIRED AUTOS P I NON-OWNED PROPERTY DAMAGE ONLY AUTOS ONLY Per accident w r d C X UMBRELLALIAB I X I OCCUR UMS5201751 10/01/2023 10/01 2024 EACH OCCURRENCE $2,000,000 V EXCESS LIAB CLAIMS-MADE umbrella Liability AGGREGATE $2,000,000 SIR applies per policy terns & conditions DED X RETENTION B WORKERS COMPENSATION AND WC937631120 10/01/2023 10/01/2024 X PER STATUTE I OTH- EMPLOYERS'LIABILITY Y/N AOS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERWEMBEREXCLUDED? N/A WC937631220 10/01/2023 10/01/2024 (Mandatory In NH) MA,WI E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000— DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) �R 4a CERTIFICATE HOLDER CANCELLATION z: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold AUTHORIZED REPRESENTATIVE aN PO Box 962 y Cutchogue NY 11935-1146 USA t� ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NE Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 309-263-7474 MORTON BUILDINGS, INC 252 West Adams 200 1c.NYS Unemployment Insurance Employer Registration Number of PO BOX 399 Insured Morton, IL 61550 1 d.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southhold 3b.Policy Number of Entity Listed in Box"I a" 54375 Main Road WC 9376311-20 outhhold, NY 11971 3c.Policy effective period 10/01/2023 to 10/01/2024 3d.The Proprietor,Partners or Executive Officers are ®included.(Only check box if all partners/officers included)all ❑excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"l a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Susan B. Kendziora (Print name of authorized representative or licensed agent of insurance carrier) Approved b : v�u�co, 'l"" � PP Y n9.17s/2023 (Signature) (Date) Title:Vice President-Underwriting Services Telephone Number of authorized representative or licensed agent of insurance carrier:800-382-2150 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov 1' Generated by REScheck-Web Software Compliance Certificate Project 128-129518 - Chad Gallant Energy Code: 2020 NYStretch - 2018 IECC Location: Southold, New York l Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,400 ft2 Glazing Area 7% Climate Zone: 4 (5572 HDD) Permit Date: t Permit Number: 1 ' Construction Site: Owner/Agent: Designer/Contractor: 38015 Main Road Chad Gallant Allied Design Architectural& Orient, New York 11957 38015 Main Road Engineering Group, P.C. Orient, New York 11957 PO Box 110 Morton, IL 61550 trade-offCompliance: Passes using UA Compliance: 1.7%Better Than Code Maximum UA: 302 Your UA: 297 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies l Gross Area Cavity Cont. Prop. ' Req. Prop. Req. Perimeter Vaulted Ceiling: Cathedral Ceiling 1,789 27 0.026 48 47 Attic Ceiling: Raised or Energy Truss 811 0.025 0.026 20 21 West End Wall: Other 613 0.047 0.045 17 16 (2) 16'x 8' Overhead Doors: Solid Door(under 50% 256 0.250 0.270 64 69 glazing) East End Wall: Other 480 0.047 0.045 20 19 (5)4'5"x 2'5" Pella Lifestyle Vented Windows: Other 54 0.250 0.270 14 15 SHGC: 0.27 South Side Wall: Other 620 0.047 0.045 20 19 (2) Fibersteel Walkdoors: Solid Door(under 50% 40 0.350 0.270 14 11 glazing) 14'x8'Overhead Door:Solid Door(under 50% 112 0.250 0.270 28 30 glazing) (4)4'5"x 25" Pella Lifestyle Vented Windows: Other 43 0.250 0.270 11 12 SHGC: 0.27 North Side Wall: Other 620 0.047 0.045 26 25 (5) 4'5"x 2'5"Pella Lifestyle Fixed Windows: Other 54 0.230 0.270 12 15 SHGC: 0.30 Project Title: 128-129518 - Chad Gallant Report date: 01/22/24 Data filename: Page 1 of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter 4'5"x TY Pella Lifestyle Vented Window: Other 11 0.250 0.270 3 3 SHGC: 0.27 Floor: Slab-On-Grade(Unheated) Insulation depth: 4.0' 200 0.640 0.480 0 0 Insulation position: Horizontal Insulation Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Date: 2024.01 .22 * �` '13:09:44 -06'00 y� 2/2024 Project Title: 128-129518 -Chad Gallant Report date: 01/22/24 Data filename: Page 2 of 2 U-Value Calculation for a Wood Framed Wall (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space 8 ft R-value %of Wall Column Width 4.5 in Exterior Air Film 0.17 100.00% Column Depth 5.5 in Exterior Sheathing 0 100.00% Nailer Spacing 32 in Air Space 0.91 89.06% Nailer Width 3.5 in Exterior Wall Framing 1.875 10.94% Nailer Depth 1.5 in Insulation 19 95.31% Stripping Spacing 36 in Column 6.875 4.69% Stripping Width 3.5 in Interior Wall Framing 1.875 9.72% Stripping Depth 1.5 in Air Space 0.91 90.28% Wood R-Value 1.25 per inch Interior Sheathing 0 100.00% Interior Air Film 0.68 100.00% Layer Layer Components Layer Component Layer R- Percentage R-Value Value 1 Exterior Air Film 0.170 0.170 2 Exterior Sheathing 0.000 0.000 Airspace 0.810 3 1.016 Exterior Wall Framing 0.205 4 Insulation 18.109 18.432 Column .0.322 Interior Wall Framing 0.182 " 5 Air Space 0.822 1.004 6 Interior Sheathing 0.000 0.000 7 Interior Air Film 0.680 0.680 Total Assembly R-Valuer 21.301 Total Assembly R-Valuej 21.3010, U-Factori 0.0469 E TERIOR INSULATED AIR SPACE INTERIOR CAVITY AIR SPACE IXTERIOR INTERIOR NAILERS STRIPPING LAMINATED COLUMN EXTERIOR INTERIOR AIR FILM AIR FILM Generates! by REScheck-Web Software C8-/j Compliance Certificate Project Gallant - Morton Building Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,400 ft2 Glazing Area 5% Climate Zone: 4 (5999 HDD) Permit Date: 2023-11-17TO5:00:00.000Z Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 38015 Route 25 QJSG Properties Morton Buildings Inc Orient, New York 11957 38015 Route 25 22355 Cox Ln Orient, New York 11957 Unit#4 646.734.3579 Cutchogue, New York 11935 chad@gallant.cc 631.235.9841 william.kelly@mortonbuildings.com cornp!iiance* Using IJA trade-off Compliance: 19.0%Better Than Code Maximum UA: 352 Your UA: 285 Maximum SHGC: 0.40 Your SHGC: 0.38 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Cont.Gross Area Cavity • a s • U-Factor UA UA Perimeter Ceiling: Raised or Energy Truss 2,400 38.0 0.0 0.025 0.026 60 62 North Wall:Wood Frame, 16"o.c. 620 19.0 0.0 0.060 0.060 19 19 Door Type 103: Solid Door(under 50%glazing) 20 0.190 0.320 4 6 Door Type 101:_Solid.Door(under 50%glazing) 120 0.190 0.320 23 38 Door Type 102: Solid Door(under 50%glazing) 128 0.190 0.320 24 41 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC:0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 East Wall:Wood Frame, 16"D.C. 650 19.0 0.0 0.060 0.060 37 37 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Project Title: Gallant- Morton Building Report date: 12/20/23 Data filename: Pagel of 2 Gross Area cavity Cont. Proo. Req. Prop. Req. Assembly or Perimeter Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC:0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 South Wall:Wood Frame, 16"o.c. 620 19.0 0.0 0.060 0.060 35 35 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 West Wall:Wood Frame, 16"o.c. 650 19.0 0.0 0.060 0.060 31 31 Door Type 102: Solid Door(under 50%glazing) 128 0.190 0.320 24 41 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory require listed in the REScheck Inspection Checklist. Name-Title Signature Date C'RED AI�C S. NIC,S, O< �$ N Z C444'2 ' AO Project Title: Gallant- Morton Building Report date: 12/20/23 Data filename: Page 2 of 2 Nunemaker, Amanda From: Zackery Nicholson <zenicholson.arch@gmail.com> Sent: Thursday, December 14, 2023 1:20 PM To: Nunemaker,Amanda Subject: Re: QJSG Properties Hi Amanda, I can submit a revised ResCheck if required. Out of curiosity why is the more updated/more stringent code of 2021 not acceptable? The goat barn will not be conditioned. I have an updated footing detail. I will submit the amended page tomorrow(along with ResCheck for Morton Building) I will let the client know about the 90 days Thanks, ZEN On Thu, Dec 14, 2023 at 12:40 PM Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us>wrote: Hi Zac, I have reviewed the(2)applications for the proposed large barn and small goat barn. Please see comments below: 1. The ResCheck needs to be based off of the 2018 IECC 2. Will the goat barn be conditioned? If so, I will need a ResCheck 3. The ZBA decision places a condition that states all as-built structures (pergola,greenhouse and sheds over 144 sq.ft.) must be applied for in the Building Dept.within 90 days of the ZBA hearing date (10/19/23). Make sure you submit these applications(each structure needs its own set of plans and application) as soon as possible so this does not void the ZBA decision and potentially hold up the CO's for the new buildings. Please let me know if you have any questions,thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 1 w OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 1 28-1 2951 8 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. NAILED 8" O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. APPROVED AS NOTE DATE: B. # ) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, FEE BY: DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE 11,0TIFY BUILDING DEP�A_R_TMENTIINT LO MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 631-765-1802 BAM TO 4PM FOR HE 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE � o FOL LOWIM1 INSPECTIONS: DIRECTION OF THE LICENSED / REGISTERED ENGINEER . U RESIST BOTH AXIAL AND BENDING FORCES. t '.TIO�' TU10 REQUI ED a. Co U CONCRETE 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE M FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0"BELOW GRADE i r?AMING&PLUM 1NGi NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' Q� (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. "i`lN SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. w 4• FiNAL-CONSTRUCTION M m CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS BF- COMPLETE FOR C.O. (D (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED AH.- CONSTRUCTION SHALL MEET THE z w R_:OUIFIEMENTSOF THE CODES OFNEW OCCUPANCY O z WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). ypRK STATE, NQT P NS18LE PR USE IS UNLAWFUL C� �Es1GN OR CdtSSt� i�C, uES TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 D AND, CONDITIONS OF VVIIT►�OUT CERTIFICAT� � CD OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. 'r�Lu ICI"rNZBA OF OCCUPANCY z PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH Jul �,:�, ,�ru�aaO Q/ USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. -- ELECTRICAL I 1 1 It USTEES Ir1�4�CT13'V nE " I�r Oc I..ar.. 1 1 1 provide Manuals FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" Must p_ ��, - z 1 D,7 and S as per 0 F— O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR - TRU3`SS'PL/1CARD,1+l REOU•Rf=D 1�T'YS Energy Code z BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. Q RETAINSTORPR 1R.I>",TER Rl.tn!OFF OOr,Ot ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED PURSUANT TO C-! ..:- `"� I Li, 230 MINING UNTIL BURN%, Q z �<o AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE ,^�� ` " .; All exterior lighting � ,� OF THE TOWN CQut. O 'FOUNDATION L4 T` g AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT - HAS SEEN APQi ` � �! installed, replaced or w "``°.•. s a STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. _ __ repaired shall conform n o U to Chapter 172 of the Town Code SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME 131ovrer eoor STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON and ducts-,cork U NOEXTERIOR. testing required. w F— O TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, MWAe� = O CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. AVAl L yi'' o GUTTERS -5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 0 O 2x4 F1 F1 MFS 09/20 Z o° - � O L.LJ LU w a- 0 h LJJ 8 z .� z DRAWN BY.• POLHEMUS DATE: 12/14/2023 CURRENT LUMBER SPECIFICATIONS (06-01-2013) 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS CHECKED BY.• DJS SHEET INDEX SIZE DESCRIPTION BENDING VALUE Fb BUILDING DESIGN CRITERIA BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT DATE.• 1/3/2024 SHEET # DESCRIPTION 2x4 NO. 2 SPF 1313 PSI BUILDING CODE 2020 BCNYS SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED PROFESSIONAL ENGINEER. REVISED DATE: 1/1 1/2024 Gl OF G1 SPECIFICATIONS &SHEET INDEX 2x4 NO. 1 SYP 1500 PSI USE GROUP U REVISED DATE. ---- S1 OF S9 COLUMN PLAN 2x4 2100f MSR SPF 2100 PSI CONSTRUCTION TYPE VB S2 OF S9 TRUSS/BRACING PLAN & DETAILS 2x6 NO. 2 SPF 1138 PSI RISK CATEGORY I REVISED DATE: ---- S3 OF S9 TRUSS DRAWING & DETAILS 2x6 NO. 1 SYP 1350 PSI BUILDING AREA 2400 SQ. FT. ADAM CRUTCHLEY, P.E. REVISED DATE.• ---- S4 OF S9 ELEVATIONS 2x6 2100f MSR SPF 2100 PSI MIN. ROOF SNOW LOAD * 20 PSF adam.crutchley@ollieddesignoes.com 2x6 2400 MSR SYP 2400 PSI DATE: REG.# S5 OF S9 SECTION & DETAILS GROUND SNOW LOAD 20 PSF 2x8 NO. 1 SYP 1250 PSI WIND SPEED VOLT S6 OF S9 SECTIONS 2x8 2400 MSR SYP 2400 PSI ( ) 130 MPH � N,E; S7 OF S9 SECTIONS WIND SPEED (VASD) 101 MPH �, 2x10 2400 MSR SYP 24400 PSI Date. 2024.01 .11 _- �~P� T° S8 OF S9 SECTIONS & DETAILS DESIGN ELEVATION 50 FT. .y S9 OF S9 SECTION &SHEARWALL DETAILS 2x12 NO. 1 SYP 1000 PSI 2.44.45 'OV'oo * �; �•G 2x12 2250f MSR SYP 2250 PSI *ROOF SNOW LOAD CALCULATIONS ' LU LU 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Pf = 0.7 x Ce x 1 x Pg x Ct 3 1/2"xl5" GLU-LAM 1650 PSI Ce =SNOW EXPOSURE FACTOR = 1.0 �E� 100219 = A 5 1/4"x16 1/2" GLU-LAM 2400 PSI I = IMPORTANCE FACTOR 0.8 Pg = GROUND SNOW LOAD - 20 PSF RaFESS111I2o2a 5 1/4"x19 1/2" GLU-LAM 2400 PSI Ct =THERMAL FACTOR = 1.1 Pf =0.7x 1.0x0.8x20x 1.1 = 12.32 PSF _ Cs = ROOF SLOPE FACTOR = 1.00 rSCALE.• AS NOTED Ps = Pf x Cs = 12.32 x 1.00 = 12.32 PSF Ps min = 20PSF SHEET NO: OF., Gl Gl OFFICE: CUTCHOGUE, NY 3" JOB NO. 1 28-1 2951 8 40' CUSTOM R.C. TRUSS (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME v 2x4 BEV. PURLIN r�-, o TOE NAIL OVERHANG RAFTER I I . I TO OVERHANG NAILER WITH I ; I • I `-•/ (1) 16d R.S. NAIL EACH SIDE I . I • I � • I • I a_ NN • ( I� W co OVERHANG FRAME (8) 4"STRUCTURAL SCREWS PER CONNECTION • 2 MEMBER END COLUMN EXTENSION OR Z UPRIGHT ASSEMBLY FASTENED TO END RAFTER Z ASSEMBLY AS SHOWN AND TO EACH O 2x6 OVERHANG NAILER I 40' CUSTOM R.C. TRUSS INTERSECTING MEMBER NOT SHOWN WITH A m • MINIMUM OF (2) 4"STRUCTURAL SCREWS INTO ! 1� EACH END COLUMN EXTENSION OR UPRIGHT. v z (7) 4"STRUCTURAL SCREWS DETAIL B w uu SCALE: 1 1/2"= l'-0" 3-2x6 CORNER COLUMN � z • Z 1..�./ Q >: Q gin DETAIL A :..;.v :..:: .. SCALE: 1 1/2" 1'-0" O `U Q St 3 O ......�.. U � J LJA 2! a O . ........................... .......I.......I............... ............................... ............................... .......I...................... 3 f- Oly . ........................... ............................... ............................... ............................ .. .............................. ......... .......... ........... ........................... ..................... ............................... ............................. .................... .... .............................. .............. Q o 77, .................... ......... ....o................,.... .............................. .............................. ............................. .............................. .............. 0LiLl .................... .............................. .............................. ............................. 0 0 Lu W ..'.................... .............................. ...o..................... ............................... ............................. ....... ................. .............................. ..°.... o s 0 B w - - - - 0 0........................... ....... ....................... .............................. .............................. 0 0 0 0 0 0 o Z77) S2 DRAWN BY.• POLHEMUS I I I I I I 3'-10 1/2 I DATE: 12/14/2023 CHECKED BY.• DJS 7'-10 1/2" 8'-0" 8'-0" 8'-0" 7-9 1/2" 8'-2 1/2" 8'-0" DATE: 1/3/2024 o iv N N N oo iv N REVISED DATE: 1/11/2024 REVISED DATE. -- 0 0 0 0 0 co o o -- ' 0'^ REVISED DATE: -- I� Lo N ch d � V J -- REVISED DATE.' ---- TRUSS BRACING PLAN 1 � NFL 4�� y TRUSS/BRACING PLAN LEGEND �` w Lu -40' CUSTOM R.C. TRUSS 2 -2x6 FLAT TRUSS TIE CENTERED IN BUILDING F ` 3 - 2x6 DIAGONAL END BRACES GA �002 to Q4�� a - 2x4 TRUSS TIES R�FFSSyb� 711/2024 2' 8' SCALE: rSC�ALEAS NOTED 7, 4' 16' SHEET NO: OF: S2 I S9 OFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 2951 8 • o . TRUSS SPACING 8'-0" O.C. U v LIVE LOAD 20 PSF N DEAD LOAD 7 PSF CEILING LOAD 2 PSFLu TOTAL LOAD 29 PSF 2x4 2x4 0 Z r-t.000 z Tee Tee o b _ 1 l'-2 3/4" `.J z 1 1 1 I 1 1 z BIC#4291240003909 z 11 12 39'-9" , n 7 "O Lu 40' CUSTOM R.C. TRUSS 0 o SCALE: 3/8"= 1'-0" Uso J W Q F- p U � X 0 HEADLOK .19"x6.0" FLATHEAD LAG SCREW 7 C° (ICC-ES REPORT ESR-1078) (Z Q V � 2x4 PURLIN . v7 1 1 1 N Tp lg Tp lg Lu R Q N it O W I I 60d R.S. NAIL I _J u _l 20 GA. GALVANIZED 20 GA. GALVANIZED BOTTOM CHORD o PURLIN CONNECTOR TOP CHORD o PURLIN CONNECTOR OF TRUSS ' ' OF TRUSS 77) DRAWN BY. POLHEMUS o' • 0 o' �; DATE: 12/14/2023 / • •tea oC 00 �a w CHECKED BY: DJS a DATE.- 1/3/2024 (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) (1) #9xl" HWH SCREW ON PEAK SIDE AND ON EAVE SIDE IN HOLES SHOWN. (2) #9x1" HWH SCREWS ON EAVE SIDE OF REVISED DATE.- 1/1 1/2024 (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) PURLIN IN HOLES SHOWN (JOINT MUST BE REVISED DATE: ---- TIGHT BEFORE FASTENING CLIPS) REVISED DATE' ---- 2x4 TRUSS TIE DETAIL 2x4 BUTTED PURLIN DETAIL REVISEDDATE.• ---- SCALE: 1/2"= 1'-0" (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= l'-0" NE co Q' c> w rR 10021-1 $��NA11/2024 rS�CALEAS NOTED -00) SHEET NO: OF S3 S9 rOFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 1 28-1 2951 8 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • to cV O� ^ � M W m 10'-0" O Z 0/ W Z FF7 1 1 -71 1 1 1 1 1 0 1 1 1 I I I 0- 4'-6" I 12'-1 1" 5'-2" 12'-4" 5'-1" 5'-1" 14'-1 1" v Z o �o L9 o `^ O rl000 O t� N �' O I w M O w NORTH ELEVATION �— z Z Q :: �- - `¢:``yin 12 12 6 6 < ckft: T#16 GABLE TRIM 111-0 F--U 12 J HI-RIB STEEL SIDING 1 1 1 E— O T#21 CORNER TRIM = O T#167 TRANSITION TRIM ( 1 HI-RIB STEEL WAINSCOT \../ T#167 BASE TRIM 7'-0" �/ o FF I I I I 1 0 X m 5'-0" 9'-11' 5'-1" 5'-1" 9'-11" 5'-0" °" 10'-6" I 19'-0" I 10'-6" I � I I I I _ 6,05 Z O O N O O O - O O O w N I O O O CV I r W O Q H cl- WEST ELEVATION EAST ELEVATION w $ � Q Ilk 40'-0"T#8 RIDGECAP 20'-0"VENT-A-RIDGE Z fDA RAWN BY.• POLHEMUS TE. 12/14/2023 CHECKED BY. DJS DATE.• 1/3/2024 5"O.G. GUTTERS REVISED DATE.' 1/1 1/2024 REVISED DATE.' --- HI-RIB STEEL SIDING REVISED DATE.' --- T#21 CORNER TRIM REVISED DATE.' ---- - T#167 TRANSITION TRIM L I Li HI-RIB STEEL WAINSCOT T#167 BASE TRIM + NE 5-0" 8'-5" I 5'-2" I 10'-1 1" I 13'-6" I 7-5" I 5-2" I 4'-5" cc • c� w 0 0 L T o O ys O N M 00 N O b pRoN �IFS S10 Q 11/2024 SOUTH ELEVATION 2' 8' SCALE: AS NOTED SCALE: SHEET NO: OF.' ) 1' 4' 16' S4 SC! OFFICE. DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1 28-1 2951 8 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 4000 PSI MIX CONCRETE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM o DISTANCE OF 10' PLUS OVERHANG WIDTH. m c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A c� COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE a_ N FLOOR. °' TRUSS IN COLUMN d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. [l_ SADDLE w LAMINATED COLUMN Im O = 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF Z TRUSS SADDLE ISOMETRIC LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF O LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND _ TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. ! °- V 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING z WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION INSTRUCTIONS. 1 1 1 I u FLUOROFLEXTM 1000 HI-RIB STEEL Z 2x4 PURLINS @ 24"O.C. z (NO. 2 SPF) 1/2"CDX PLYWOOD W/SYNTHETIC UNDERLAYMENT J INSULATION STOP/AIR DEFLECTOR 12 r �✓� 2x4 BEV. P U R LIN 6 z Y_.. .w:;..__ :. T#527 2x6 BEV. FASCIA ' 5"O.G. GUTTERS 40' CUSTOM R.C. TRUSS = ` T#144 & 146 FASCIA TRIM v -- (2) LAYERS 6" BLANKET INSULATION (R-38) SOFFIT 4 MIL BLACK VAPOR RETARDER 1 1 1 2 HI-RIB/SOFFIT CAP F— O ACOUSTICAL HI-RIB STEEL FILLER STRIP fy 2x4 TOP BLOCK &T#11 = Q 2x6 OVERHANG NAILER 6" (R-19) BLANKET INSULATION W/ U (2) 1/2"x5 1/2"M. BOLTS & 4 MIL VAPOR RETARDER (8) 4" STRUCTURAL SCREWS INTERIOR HI-RIB STEEL � X 16" DEEP UNFACED FIBERGLASS 2x4 STRIPPING 0 INSULATION UTILIZED AS FIRE BLOCK ( 2 ) ROWS 2x4 NAILERS (2100 MSR SPF) z 00 FASTENED W/ (3) 16d R.S NAILS AT INTERMEDIATE LOCATIONS Q FLUOROFLEXTM 1000 HI-RIB STEEL & (4) 16d R.S. NAILS AT SPLICE LOCATIONS, (2) EACH SIDE 0- 3-2x6 LAMINATED COLUMN �� Z 2x2 VERTICAL BLOCKING W = 10'-4" AT COLUMN LOCATION Q w GRADE TO HEEL T#167 TRANSITION TRIM a_ 2x6NOTCHED NAILER (2100 MSR SPF) Q C4 FASTENED W/ (3) 16d R.S NAILS AT INTERMEDIATE LOCATIONS l 1 1 g & (4) 16d R.S. NAILS AT SPLICE LOCATIONS, (2) EACH SIDE FILLER STRIP FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT —J 7/16"OSB PROTECTIVE LINER z Q Z T#167 BASE TRIM LOWER COLUMN (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD PRECAST CONCRETE YELLOW ZINC SCREWS COLUMN INSTALLATION 2x4 NON-TREATED BASEBOARD DRAWN BY.' POLHEMUS 1 1/2"xl" BLOCK &T#109 BASE TRIM 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE DATE.' 12/14/2023 6" CONCRETE FLOOR WITH BASE PLATE COLUMN W/ADJUSTMENT ROD & 4' WIDE R-10 PERIMETER INSULATION CHECKED BY: DJS 3' BLACK PLASTIC UNDISTURBED SOIL ' >. BASE PLATE IN THE AUGERED 8" HOLE. DATE: 1/3/2024 REVISED DATE.' 2. PLUMB PRECAST CONCRETE FINISH GRADE ::. +°'.ri,, . 'Y>;n. .;; u:n•:4 '•' COLUMN IN BOTH DIRECTIONS REVISED DATE. ---- OR 12" MINIMUM COMPACTED GRANULAR BASE IN SITU GRANULAR ::,.�,. ','' "�"��t:•' :. SOIL ' .' ,'a ::�i 1 r,'•,�::;:':�,wr. �w:'<". •': 3. ADJUST HEIGHT UP OR DOWN REVISED DATE 2x6 TREATED BOTTOMPLATE WITH ADJUSTMENT HEX ROD ' REV/SED DATE. 360M & 370M BRACKETS FASTENED TO MFS ' --- 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH ! ` 4. POUR READI-MIX CONCRETE INTO (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & THE HOLE AS SPECIFIED. C' 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS MFS PRE-CAST CONCRETE COLUMN LOWER COLUMN 5 ANNULAR SPACE OAROUND THE , '��'MPACT THE NF COLUMN TO GRADE WITH SOIL '�P ' �rC 0'g ':• �, :• 21"THICK CONCRETE PAD(2500 PSI MINIMUM). ISOMETRIC 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN y P'� AROUND EXPOSED REBAR CAGE AND 3/4"xl4" AUGERED FROM THE SITE. 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" r.. ,a a ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. c) u"'r PLACE CONCRETE BELOW AND ABOVE BOTTOM OF Q! LOWER COLUMN IN ONE OPERATION. �F O 700219 k. pROFES S10106P/11/2024 SIDEWALL SECTION A SCALE: 1/2" = V-0" SCALE.' AS NOTED uNOOF. S9 OFFICE: CUTCHOGUE, NY JOB NO. 1 28-129518 • o 01. _ 0 � W m 0 = Z � W C� /2' CDX PLYWOOD W/SYNTHETIC UNDERLAYMENT FLUOROFLEXTM 1000 HI-RIB STEEL ! n CL HEADLOK .19"x6.0" FLATHEAD LAG SCREW 2x4 PURLINS Z T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS Q/ OR 16d R.S. NAILS 1 1 1 GABLE FILLER STRIP 1 1 1 (1) 4"STRUCTURAL SCREW Z I— _ THROUGH STRAP & INTO BRACE z 2' END BRACE STRAP W/ PRE-PUNCHED �..::: k HOLES (BEND TO FIT) FASTENED W/ (3) 0.140 x 1 1/2" R.S. NAILS �.r. x1 (R-38) CLOSED CELL SPRAY FOAM INSULATION Z 40' CUSTOM R.C.TRUSS 2x6 DIAGONAL BRACING FASTENED ��40' CUSTOM R.C. TRUSS 2x4 BLOCK FASTENED TO TO COLUMN W/(4) 16d R.S. NAILS V w TOP CHORD OF TRUSS (BEYOND) 2-2x6 E.C.E. =mil_,0 ..... ACOUSTICAL HI-RIB STEEL 40' CUSTOM R.C. TRUSS BETWEEN TRUSSES 2x4 TRUSS TIE 40' CUSTOM R.C. TRUSS — — — — - — — — — — — — — - ==' 2 F-- so U 4 MIL BLACK VAPOR RETARDER 1 1 1 Z (2) 2x4 BEV. NAILERS W/T#11 �— Q ACOUSTICAL HI-RIB STEEL 3/4"OSB T#1 1 &T#136 = Q U � 3/4"O.S.B. WALL FIRESTOP NOTE: [L THIS SECTION IS THE SAME AS Q x 0 SECTION "A" EXCEPT FOR 7 0 THE ITEMS AS NOTED. Z Z 1 1 1 = 10'-4" Q Lu GRADE TO HEEL a`_ N 1 1 1 _J z DRAWN BY.• POLHEMUS DATE: 12/14/2023 Al— CHECKED BY.• DJS 8 ° 8„ DATE: 1/3/2024 ¢ _ REVISED DATE.• 1/1 1/2024 FINISH GRADE 4 '�t'•r �'•;�: FINISH _ ';:'•'GRADE is J2 .:t. t. ..t. 'L• .�"• ::r•: REVISED DATE.' ;•i.: sr4...y..r u•�\` •a%t�•rry •4 t. ¢t;v.w�.. 'Y. •'tom i.i• \u .yV A•1\i' •S:•.:r ems•:;. ••f DA REVISED T E.' REVISED DATE: --- 4 ae as ^` A �,q da 21"THICK CONCRETE PAD(2500 PSI MINIMUM). P TL, 0 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN co P y� 24"0 AROUND EXPOSED REBAR CAGE AND 3/4"xl4" * 4 18"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" r- Ir ac ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OFF LOWER COLUMN IN ONE OPERATION. RAT FS 5110 11/2024 SIDEWALL SECTION B ENDWALL SECTION C SCALE: 1/2" = 1'-0" SCALE: 1/2"= V-0" SCALE. AS NOTED SHEET NO: OF.• S6 S9 OFFICE: 2x4 BLOCK BETWEEN PURLINS (R-38) CLOSED CELL SPRAY FOAM INSULATION CUTCHOGUE, NY JOB NO. 1 28-1 2951 8 • o 2x4 TOP BLOCK &T#1 1/136 0_ N 01 c9i INTERIOR HI-RIB STEEL Lu m O = Z 40' CJSTOM R.C. TRUSS w Z HEADLOK .19"x6.0" FLATHEAD LAG SCREW 2x4 BLOCK BETWEEN PURLINS z 2x4 BLOCK FLUOROFLEXTM 1000 HI-RIB STEEL (R-38) CLOSED CELL SPRAY FOAM INSULATION HEADER FASTENING SCHEDULE LjLj T#11 1 1 1 HEADER UPRIGHT JAMB z � 2-2x6 UPRIGHT 2x8 HEADER MEMBER COLUMN CONTINUOUS 2x4 PURLINS (NO. 1 SYP) EA 2x10 6 6 Z 2x8 6 6 4 MIL BLACK VAPOR RETARDER 2x6 NAILER 7/16"OSB 2 2x10 HEADERS ACOUSTICAL HI-RIB STEEL 2x6 BLOCK NOTES: Z ;,._ (NO. 1 SYP) 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS �= Ego T#1 1 &T#136 Lu 4 ' T M T REQUIRED PER CONNECTION. Z 's — `yam 0 CUS O R.C.TRUSS 2-2x6 END COLUMN EXTENSION T#124 FLAT STEEL 2. PRE-DRILL HEADERS AS REQUIRED ::°=:.1. 0 FASTENED TO UPRIGHTS (RIPPED TO 4") T#129 T#15 TO PREVENT SPLITTING. Q O U W/ (10) 4"STRUCTURAL 3. IF NUMBER OF SCREWS REQUIRED FOR SCREWS t" 2x4 TRUSS TIE (BEYOND) 2x2 BLOCK O.H.D. HEADER TO JAMB COLUMN CONNECTION Q ^�±._r+`'— — — — — — — —— — — — T#151 ALUMASEAL IS EXCESSIVE TO CAUSE SPLITTING, I...C. ,s, THE EXCESS SCREWS MAY BE INSTALLED . T#154 T#152 IN HEADER SUPPORT BLOCKING. U 2x4 TRUSS TIE 2x3 JAMB BEYOND; T#105 o ( U BOTTOM 2'TREATED) 9'-3" _' "NOTCH COLUMN 1 1/2" 3-2x6 JAMB COLUMN (BEYOND) GRADE TO BOTTOM 1 1 1 Z TO ACCEPT TRUSS (2) LAYERS 6 R-19 BLANKET INSULATION (R-38) OF 2x6 BLOCK F— 0 4 MIL BLACK VAPOR RETARDER 2x6 TRACK BLOCK (BEYOND; ...1_ 82 ( � ACOUSTICAL HI-RIB STEEL BOTTOM 2'TREATED) O H D HEADER SECTION E � FIBERGLASS INSULATION �`/ 16" DEEP UNPAGED 2x4 TOP BLOCK WITH T#1 1 &T#136 � 2 UTILIZED AS FIRE BLOCK INTERIOR HI-RIB STEEL SCALE: 1"= 1'-0" O Z � O 2x4 RECESSED STRIPPING 2x4 RECESSED STRIPPING COLUMN PLAN DIM. COLUMN PLAN DIM. °- (RECESS 1 1/2" ) (RECESS 3/4") 3-2x6 LAMINATED Z COLUMN 1 1 1 = N ly uj 3-2x6 LAMINATED COLUMN o- 0 y 4 MIL VAPOR RETARDER 6' (R-19) BLANKET INSULATION W/ 2x6 LAMINATE (2) 7 1/2" M. BOLTS (ABOVE) U- J 8 4 MIL VAPOR RETARDER (2) 2x4 TREATED VERTICAL BLOCKS (RIPPED TO 3 1/4") FASTEN —� INTERIOR HI-RIB STEEL 2x4 TREATED VERTICAL BLOCK T#131 FIRST BLOCK TO COLUMN W/ 1 Od GUN NAILS @ 12" O.C. AND —, (RIPPED TO 3 1/4") T#1 1 &T#124 SECOND BLOCK TO THE FIRST W/ 1 Od GUN NAILS @ 12"O.C. z (EA. SIDE OF COLUMN) (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD 2x4 RECESSED STRIPPING 2x4 RECESSED STRIPPING YELLOW ZINC SCREWS 2x4 NON-TREATED BASEBOARD (RECESS 1 1/2") ( I (RECESS 3/4") DRAWNBY. POLHEMUS 2x4 TREATED BOTTOM PLATE (RIPPED TO 3 1/4") 1 1/2"xl" BLOCK &T#1798 BASE TRIM 1 1/2"xl" BLOCK &T#109 BASE TRIM 40' CUSTOM R.C. TRUSS _/� DATE: 12/14/202S 6"CONCRETE FLOOR 6"CONCRETE FLOOR (ABOVE) CHECKED BY: DJS 3' BLACK PLASTIC 3' BLACK PLASTIC '8:: •• '• TRUSS PLAN DIM. DATE: 1/3/2024 ' `,,:._::.,^; ',:, _ � .•.... REVISED DATE: 1/1 1/2024 v.::F•. ,`6i 4. :.Ai.'..r+.S,S.'y.:: ^'i;' Y:1."`t.'::..• :;..c. `'•` `" '" �;; 40' CUSTOM R.C. TRUSS I I PARTITION COLUMN DIM. ;,; .t;�. .:.;: .:. •�'h.;' _ < <:•:• :.r+. :•�: (ABOVE) REVISED DATE• PARTITIONCOLUMN DETAIL # 1 REVISED DATE.' — 12"MINIMUM COMPACTED GRANULAR BASE � REVISED DATE.• --- OR IN SITU GRANULAR SOIL SCALE: 1" = V-0" 2x4 RECESSED STRIPPING 2x4 RECESSED STRIPPING 4'-0" (RECESS 1 1/2") (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & (RECESS 3/4") 370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS " T#48 2x4 BLOCK (RIPPED 3 1/4") FASTENED TO COLUMM N W/ MFS PRE-CAST CONCRETE COLUMN ° 10d GUN NAILS @ 12"O.C. Ne 21"THICK CONCRETE PAD(2500 PSI MINIMUM). +v'T O 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN °• 2x4 RECESSED STRIPPING 2x4 RECESSED STRIPPING .�Q'�C+ O,S, .p AROUND EXPOSED REBAR CAGE AND 3/4"x14„ (RECESS 1 1/2") (RECESS 3/4") co THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 18"0 �— a ui ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. 3-2x6 LAMINATED 3/4" OSB SHIM c) Lu Qr PLACE CONCRETE BELOW AND ABOVE BOTTOM OF COLUMN LOWER COLUMN IN ONE OPERATION. 2x4 TREATED VERTICAL BLOCK 3-2x6 LAMINATED ADDITIONAL 2x6 LAMINATE CFO 101DZ9 (RIPPED TO 3 1/4") FASTENED TO COLUMN aFSS10'�Q�. COLUMN W/ 10d GUN NAILS @ 11/2024 PARTITION SECTION D 12"O.C. _ SCALE: 1/2" = V-0" PARTITION COLUMN DETAIL #2 PARTITION COLUMN DETAIL #3 SCALE: AS NOTED SCALE: 1"= V-0" SCALE: 1"= V-0" SHEET NO: OF.' S7 I S9 OFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 295 1 8 12 6� (2) 1/2"x5 1/2"M. BOLTS & (8) 4" STRUCTURAL SCREWS so rol w m 40' CUSTOM R.C.TRUSS O Z 0/ w Z CUT TRUSS HEEL BACK BY WIDTH OF ( 1 p 12 2 BEAM PLUS 1/4 FOR TRUSS HANGER CL 12 FASTEN 200L TRUSS HANGER TO FLAT STEEL BEAM WITH (8) 4"STRUCTURAL SCREWS Z 2x6 NAILER (PLACE SCREWS IN ALL HOLES PROVIDED). 1 1 1 • e (3) 2xl2 HEADER (NO. 1 SYP) l 1 1 3-2x6 STUB COLUMN z (3) 2x12 HEADERS HEADER FASTENING SCHEDULE �• (2250 MSR SYP) HEADER STUB JAMB Z MEMBER COLUMN COLUMN Q 2x6 BLOCK EA 2x12 8 10 • J ` ".. T#124 T#15 Z Y_.. I `'An rn � V ALUMASEAL Lu Z �. ` 2x2 BLOCK NOTES: TRUSS ::, T#151 I T#152 1. NUMBERS ABOVE ARE 4"STRUCTURAL Q Q SCREWS REQUIRED PER CONNECTION. T#154 T#105 8'-3" 2. PRE-DRILL HEADERS AS REQUIRED 2x3 JAMB (BEYOND; GRADE TO BOTTOM TO PREVENT SPLITTING. 3. IF NUMBER OF SCREWS REQUIRED FOR �. BOTTOM 2' TREATED) OF 2x6 BLOCK HEADER TO JAMB COLUMN CONNECTION U I'— to 3-2x6 JAMB COLUMN (BEYOND) 200E TRUSS HANGER IS EXCESSIVE TO CAUSE SPLITTING, C , 2x6 TRACK BLOCK (BEYOND; THE EXCESS SCREWS MAY BE INSTALLED v d BOTTOM 2' TREATED) IN HEADER SUPPORT BLOCKING. FASTEN 200L TRUSS HANGER TO LJLJ Z o TRUSS WITH (8) 1 1/2" R.S. NAILS F— O H D HEADER SECTION F (PLACE NAILS IN ALL HOLES PROVIDED). = p SCALE: 1" = V-0" U :E TRUSS HANGER ISOMETRIC DETAIL (—V000 (3-2x12 HEADER WITH 200L TRUSS HANGER) p Zm O z 12 1 1 1 v-zi Cie (1) 4"STRUCTURAL SCREW EACH -- MEMBER #1 6 uj w SIDE OF COLUMN SADDLE MEMBER #2 MEMBER #3 Q o I 1 1 0 4" 8" (2) 60d R.S. NAILS IN OVERHANG RAFTER 6 —J 2x4 PURLIN CUT TO FIT BETWEEN _J NAIL PATTERN PLAN VIEW OVERHANG FRAMES \:' :;::: z Q (3) 2xl 2 BEAM 3/4"OSB 2x4 BLOCK �r DRAWN BY: POLHEMUS SADDLE BLOCK DATE: 12/14/2023 CHECKED BY: DJS 40' CUSTOM R.C. TRUSS DATE: 1/3/2024 8" (3) 2xl 2 HEADERS (NO. 1 SYP) 12 2 REVISED DATE: 1/1 1/2024 CUT TREATED LAMINATE NIS REVISED DATE. ---- OFF AT BEAM SUPPORT REVISED DATE: --� 2xl2 HEADER SPLICE AT JAMB INSIDE VIEW COLUMN. NAIL TO BEAM WITH 2O0L TRUSS HANGER REVISED DATE: ---- 20d GUN NAILS 4"O.C. W/(8) 1 1/2" R.S. NAILS STAGGERED &TO COLUMN WITH(5) 4"STRUCTURAL SCREWS 3-2x6 LAMINATED JAMB COLUMN STEP l: (BEYOND) W/ AN ADDITIONAL 2x6 ATTACH MEMBER #1 TO MEMBER #2 TREATED LAMINATE FOR HEADER r a Nei WITH 10d R.S. GUN NAILS @ 8"O.C. SUPPORT irk�P��C. AT TOP AND BOTTOM OF BEAM. SET TC 'F y !Z` NAIL5 2" FROM TOP AND BOTTOM OF WINDOW HEADER SECTION G P pC CUT TREATED LAMINATE THE MEMBERS. qc - OFF AT BEAM SUPPORT SCALE: 1"= V-0" 2 — STEP 2: mac!► ATTACH h1EMBER #3 WITH 20d GUN ��p 70021q NAILS @ 4"O.C. AT TOP AND BOTTOM A11/2024 OF BEAM. SET NAILS 2" OUTSIDE VIEW AND BOTIOMOFBEAMROMTOP. (3)—2x 12 HEADER JAMB DETAILS SCALE. AS NOTED SHEET NO: OF., S8 S9 OFFICE. * -OSB FASTENING INSTRUCTIONS: CUTCHOGUE, NY 1.) FASTEN FIRST LAYER 3/4"O.S.B. W/8d NAILS @ 3" O.C. JOB NO. ALONG PANEL EDGES & 6"O.C. ALONG INTERMEDIATE 1 28-1 2951 8 FRAMING. 2.) FASTEN SECOND LAYER 3/4"O.S.B. W/10d NAILS @ 3" O.C. ALONG PANEL EDGES & 6"O.C. ALONG INTERMEDIATE FRAMING. LOWER CHORD OF END RAFTER ASSEMBLY 12 6� 2x4 (NO. 1 SYP) HORIZONTAL BLOCKS @ 16" O.C. 2x6 BLOCK Lo (CONSTRUCT AS A LADDER FRAME ASSEMBLY) 2x6 (NO.1 SYP) BACKER BLOCK U "I c� (2) 1/2"x5 1/2"M. BOLTS & 1 Od R.S. GUN NAILS @ 3"O.C. a. a (8) 4"STRUCTURAL SCREWS LAMINATED 8 LAMINATED COLUMN COLUMN w m O z Z AeZ.4 OSB FASTENING* z 2x3 JAMB v O 2 (2) LAYERS 3/4" OSB* IL 2 LAYERS 3/4"OSB r 40' CUSTOM R.C. TRUSS ( ) v OSB SHEARWALL DETAIL BACKER BLOCK DETAIL z -- -- SCALE: 1 1/2"= V-0" SCALE: 1 1/2" = l'-O" HEADER FASTENING SCHEDULE 1 1 1 HEADER STUB JAMB L u MEMBER COLUMN COLUMN z (3) 2x10 HEADERS EA 2x10 8 8 ~ � (NO. 1 SYP) 2x6 (NO. 1 SYP) BACKER BLOCKS @ Zf BOTTOM OF TRUSS ATTACHED W/ Q _=>> 10d R.S. NAILS @ 3" O.C. 2-2x6 E.C.E NOTES: (SEE BACKER BLOCK DETAIL) Z 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS 3-2x6 STUB COLUMN REQUIRED PER CONNECTION. / n w .:s �CJ"''' 2. PRE-DRILL HEADERS AS REQUIRED LJ TO PREVENT SPLITTING. 3. IF NUMBER OF SCREWS REQUIRED FOR Q 3-2x6 LAMINATED COLUMN HEADER TO JAMB COLUMN CONNECTION (BEYOND) IS EXCESSIVE TO CAUSE SPLITTING, ` THE EXCESS SCREWS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. U WINDOW HEADER SECTION H w - � z SCALE: 1"= 1'-0" LOWER CHORD OF =III ae 0 '40 CUSTOM R.C. TRUSS 0 'll� III' U II - - - - - - - - - - - - - - - II III' o m IIL — _ — I- I 2x4 (NO. 1 SYP) HORIZONTAL BLOCKS @ y 'III III; 16"O.C. (CONSTRUCT AS LADDER 0 FRAME ASSEMBLY) Z III IIILjLj III III; (2) LAYERS 3/4"OSB* ui III: � ll•.= _ __ _ _ _ _ _ _ _ _ _ _ _ _ _III' W •II II� —� 11 = - -- - - - - - - - - -=7-- II' z Q :lil - - - - - - - - - - - - - - - - III• III III; FIRST &SECOND LAYER PANEL DRAWN BY.• POLHEMUS JOINTS SHALL BE STAGGERED ATE: 12/14/2023 LAMINATED COLUMN ;III III; D CHECKED BY: DJS • I III_--_ —_ —_ —_ —_ _— _- -_ _— _- - _ — _ — _ --_III• DATE: 1/3/2024 REVISED DATE: 1/1 1/2024 . . . . . . . . . . . . . . . . . . . . . . . . . :I I i III; FASTEN LOWER 16"OF 3/4"OSB REVISED DATE: --- - — --------------_ _ —------ I PANELS TO 2x4 VERTICAL BLOCK REVISED DATE., ---- 2x8 TREATED SPLASHBOARD EVISED DATE' ---- I ' N F MFS PRE-CAST COLUMN �P,`�tZ`�fmr�',y0co W C? W 3/4" DOUBLE LAYER OSB SHEARWALL ELEVATION °,� 1007.1.'q SCALE: 1/2" = V-0" A�FE$S1,13 /11/2024 SCALE. AS NOTED SHEET NO: OF: S9 S9 god, M O R TO N BUILDINGS GENERAL SPECIFICATIONS p �~iWs!<oe.mMss-{Yn•YWm1<Rim1m)<MIRr."tlu�[l�E..d1Alp�o..Qsf�.1.1l1..1.�1b01f�TIJi.l6�r.�tM6•fib••�IB�1<�.On<Y.<Ye.m!®�b6i�a11O9hb6E.l0•"6.W<IMdMMS<W WFMI".IMMII�WROY..!!ts".®IIM.L.p<m.l�ml.Y[amLY.,1�INi11p M..".H.flWo..mM1R.M1-.1".Mil.n.a.mMWMSeMImMa.lm<M...B!"t<MBOIY�"!"iMnuoDlln6111.!I�Om M.O<Y<MIMYiMmwa Q.Iw�imeElmlM.f!-Em�O[.WtOertvoos-.."Vl.�..I"lAMImnO.<."LLIRm?silts"T.Qsia"a01lE.I..MN..t1Y W0-91.msM-Mn T.a®11uoa"a g L!!l'ITI7DOB �\ • � .loiv a6odr M Mwlq 16w1+"d Nw Y<k!bl LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS � ✓'\` \, 4tut9 ASSOCt�tf4� *- NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. "`!'"" b 517E tWTA MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, /`; A •lvLltLie@9Ofks�/►MM91B1(�A�l/Blnel 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BEr ( y ,w `•"�Q"°�L"'"aL°°""�"H�'°�•• MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO �.d, \• g\ APPROVED AS ROTED ZEN DESIGN RESIST BOTH AXIAL AND BENDING FORCES. • -• 07 3 --X� ��? oa _ l B.P.# 1250 EVERGREEN DRIVE sJO_ FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE �.� FEE 068y- CUTCHOGUE, NY 11935 NO IFY BUILDING DEPARTMENT AT PHONE: 631.513.6589 (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE.; 631 65-1802 8AM TO 4PM FOR THE CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS i / ® 1 1.FOI -OWING-OUNDATI INSPECTIONS:WO REQUIRED i OR POURED CONCRETE (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLEDb' `g 2. OUtaH-FRAMING 8,PLUMBING WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). A� , ^ \� 3. NSULATION 4. 71NAL-CONSTRUCTION MUST These plans are copyrighted and are subject to copyright E COMPLETE FOR C.O. protection as an"architectural work"under Sec.102 of the / Copyright Act,17 U.S.O.as amended December 1990 and known TREATED LUMBER — PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 ''am. ALL CONSTRUCTION SHALL MEET THE as Architectural works Copyright Protection Act of 1990.The RE UIREMENTS OF THE CODES OF NEW protection Includes but Is not limited to the overall form as well OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. YOF K STATE NOT RESPONSIBLE FOR as the arrangement and composition of spaces and elements of PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH / ,� w .• DE GN OR CONSTRUCTON ERRORS design.under such protection, legally ized useoftheseplans, " work or home represented,can legally result in the cessation of USE CATEGORY UC4B AWPA OR ICC-ES AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. �,, N YOR WITH ALL CODES 0 construction or buildings o ZENing DESIGN and/or monetary ( ) � � ,�Od R �` � A. N N YORK STATE &TOWN COD :S compensation to ZEN DESIGN LLC. AS 3EQUIRED D)_CONDITIONS D �, ,,,s'• SOUTHOLD TOWN ZBA FRAMING LUMBER --SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36 - O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR $N� ""_ 17 TOWN }AR NO. ISSUE DATE BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. d� ` -----�..-- WNIRUSTEES / Lott �, ------�-N. & EEC — 01 FOR-CLIENT-REVIEW 11:14:23 OUTHO POPO P�t��''IT SIE�T 11.17.7-3 ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED A�° � AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE / d `� ELECTRICAL �_Tee ZsY/s •� O� UFANCY ORINSPECTION! REOUIRED AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT �, FOR THE STATED LOADING. O� �• STANDARDS AND SPECIFICATIONS `'� �. . _�- USE IS UNLAWFUL TRUSS PLACARD;'4G REQU671E1) ` 1 . = �� 'a SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME A '� ' �, W I BOUT CERTIFICA� STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON OF )CCUID.ANCsY DO.NOT PROCEED WITH EXTERIOR. �=x'� �•� c FRAMING FOUNDATION LOCATION /-- RETAIL► ST ,t�f WATER RUNOFF F HAS BEEN APPROVED: o �\ PURSUANT -0 CHi�,�'I�I; 2-36 TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, �°'� �°',� \ OF THE TO` N CODE. CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. `�� i \ / �� \ All extcriar lighting -- PROPOSED PROJECT LOCATION installed, replaced or GUTTERS- 5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH repaired shall conform SIDES OF THE BUILDING. to Chapter 972;/- '� of the Town Code 2x4 F 1 F 1 MFS 09/201NX *ROOF SNOW LOAD CALCULATIONS , / �o 'A �°, Pf= 0.7 x Ce x I x Pg x Ct Ce = SNOW EXPOSURE FACTOR = 1.0 I = IMPORTANCE FACTOR = 1.0 Pg = GROUND SNOW LOPED = 20 PSF c Ct= THERMAL FACTOR = 1.2 Pf= 0.7x 1.0x 1.0x20x 1.2= 16.80 PSF Cs = ROOF SLOPE FACTOR = 1.00 / � a Ps = Pf x Cs = 16.80 x 1.00== 16.80 PSF / �� �+ �' ' SIl1YEYdISLfA'iIF7G1TIQJ •rEK+esL�nmo oEao LYILLALft1af71flLIrRL�M Laft ' S J 4 I �, miEdwvEE'Enw�i`a► p `E. Psmin=20 PSF ` „ •� \, / L ��RED qRC LEGEND A97NLTMYE �, MMANM .<ia°w��L�ein�anu n Nc, Z A EARTHQUAKE DESIGN DATA TABLE = � 4 • / / „FO, 0.2 SEC SPECTRAL RESPONSE: GALLANr /-'/ \ ;�cF CDT,,.,, ACCELERATION (SS) 0.178 = �'' �, •\ �' .�'? h r � n Sufidk GL�ty.No Vat S 0 4 4 4 23 O� y ar .atw FEwE '� 6$ 1 / MlA DRNC 1E71M1LT sUR11EY f F N E`� 1.0 SEC SPECTRAL RESPONSE a arm ' '""""'v' ACCELERATION (S 1) t05 ''"TM" �` ' ,�2 j ^"""�"° 'Esft� w ''�� SEISMIC DESIGN CATEGORY B Wwff 'W ftffT�FaWM \ ��� `rr ' "mimm�� ��m ylw .W0"DLT<'E LET RISK CATEGORY (TABLE 1604.5) 11 SITE CLASS D LIGHT FRAMED WALLS SHEATHED '• Sews=W BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR STEEL SHEETS GALLANT RESIDENCE RESPONSE MODIFICATION FACTOR (R) 7 V� 38015 ROUTE 25 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAF' 900 LBS �j��� ORIENT, NY 11957 m / -SCTM# 1000- 15- 2 15.7 f�101� l Q Z� CURRENT LUMBER SPECIFICATIONS (06-01-2013) t / S SCALE: N.T.S. SIZE DESCIIIP110N BENDING VALUE Fb 2x4 NO.2 SPF 1313 PSI (Flyweoj 17 2x4 NO. 1 SYP 1500 PSI DATE: 11.XR.23 2x4 2100f MSR SPF 2100 PSI SHEET INDEX DRAWN BY. Z.E.N. 2x6 NO. 2 SPF 1138 PSI 2x6 NO. 1 SYP 1350 PSI SHEET # DESCRIPTION 2x6 2100f MSR SPF 2100 PSI BUILDING DESIGN CRITERIA GI OF G1 SPECIFICATIONS, SHEET INDEX, SURVEY 2X6 2400 MSR SYP 2400 PSI BUILDING CODE 2020 BCNYS A-1 OF A-6 PLAN 2x8 NO. 1 SYP 1250 PSI USE GROUP U 2x8 2400 MSR SYP 2400 PSI A-2 OF A-6 ELEVATIONS GENERAL NOTES CONSTRUCTION TYPE VB A-3 OF A-6 TRUSS DETAIL 2x10 NO. 1 SYP 1050 PSI 2xlo 2400 MSR SYP 240o PSI RISK CATEGORY II A-4 OF A-6 SECTIONS & DETAILS SURVEY 2x12 NO. 1 SYP 1000 PSI DESIGN ELEVATION 20 FT. A-5 OF A-6 SECTIONS & DETAILS 2x12 2250f MSR SYP 2250 PSI BUILDING AREA 2160 SQ. FT. A-6 OF A-6 SECTIONS & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI ROOF SNOW LOAD * 20 PSF 3 1/2"x15" GLLI-LAM 1650 PSI GROUND SNOW LOAD 20 PSF 5 1/4'kl6 1/2" GLU-LAM 2400 PSI WIND SPEED (VULT) 130 MPH 5 1/4"x19 1/2" GLU-LAM 2400 PSI WIND SPEED (VASD) 101 MPH ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 These plans are copyrighted and are subject to copyright 60'-0" protection as an"architectural work"under Sec.102 of the -_-- -------------- - --- --------- ---- ._ Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well 15'-0" 5'-0" 5'-0" 12'-6" 5'0" 13'-0" 4'-G" as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of A j construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. A-4 I NO. ISSUE DATE 01 FOR -REVIEW 11.14.23 ws Ws Ws wz t".'1 Ws Q P65?-"x%r7 S L-T If, 7 7 2--� i I C? j L0 -+ 102 ---• I MI' in � ! I I I I I I I 1 B � A-4 ua ci o c`n o q O r` OI i I V4'1 -- R i I BRED ARC��G'� .� S.N/C y�T C I �� y0 F A-4 Q- ��- to �n •� G I �zsna�� S� 044413 Otr! lF OF N IS y i 0 101 TA ( • 'r' o In 103 vts �.,1 101 ! 103 wi wi GALLANT RESIDENCE j 38015 ROUTE 25 ORIENT, NY 11957 5 0' 1 - - 12-2 13- . 7-0 5-0 5'-0" SCTM# 1000 15 2 15.7 SCALE: 1/411 DATE: 11.R.23 DRAWN BY: Z.E.N. 101 14'-0"x 8'-0"OVER',-TAD GARAGE DOOR BUILDING PLAN 1Q2 16'-0"x 8'-0"OVER;BEAD GARAGE DOOR 1.03 3'-0"x 6'-£"EXTERIOR ArIAN DOOR 104 3'-O"x 6'-8" ICdTERIOR r,"AN DOOR 0 5 25 50 W� 4'-0"x 2'-0°AV°J;"ViNG wlNootrr ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, / T-916 GnCLE TRIGS work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. i NO. ISSUE DATE 01 FOR CLIENT REVIEW 11.14.23 �:2w�.�Z' s�--�' 1 l�C7 •Z� •--- - HI-RIB STEEL SID"!G T4421 CORNER TRIM TV,167 BASE T13I7:', i WEST ELEVATIOi,% SOUTH ELEVATION - 2 SCALE.1 4`-Sb" SIMF 14'_1'-0. VENT-fit-RIDGE I I (EFtED ARC E.N/C,S,O �A 12 N� Z 6 �trcn i S� 0444S`' OQ� TF �1 OF N i �—L—L—LiJ �1 —LL—L—L—LJ—[ 1� L 11 11 1� b � N -- - -- -- --- - 5"O.G.GUTTERS HI-RI^STEEL S!OING Tlu21 CORNER TR!^11 GALLANT RESIDENCE 38015 ROUTE 25 ORIENT, NY 11957 / -- Tu167 BASE TRIG" SCTM# 1000 - 15- 2 - 15.7 IV SCALE: 1/4" = 11-0" EAST ELEVATION N1071TH ELEW.TION DATE: 11.X123 SCALE 1 4'-1'-0' SC aLE:1 4'-1'�J• DRAWN BY: Z.E.N. BUILDING ELEVATIONS DESIGN AND EXPLANATORY NOTES 1.)TRUSSES ARE USED AS A DOUBLE MEMBER TRUSS ASSEMBLY WHERE NOTED ON THE TRUSS/BRACING PLAN ON SHEET S2. FASTEN TRUSSES TOGETHER FROM EACH SIDE allow WITH 0.131"DIA.x 2-3/4"R.S.GUN NAILS @ 8"O.C.STAGGERED ALONG TOP CHORD AND WEB MEMBERS,AND 24"O.C.ALONG LOWER CHORD. ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 TRUSS SPACING 7 -611 Q,C, PHONE: 631.513.6589 LIVE LOAD 20 PSF DEAD LOAD 4 PSF These plans are copyrighted and are subject to copyright CEILING LOAD 2 PSF protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well TOTAL LOAD 26 PSF as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. NO. ISSUE DATE 01 FOR-CLIENT-REVIEW 11:1.4-.23 Ft-e_tA,-r sr-.-t � ,��7 35'-9" 40' S.C. 2090-S 1 TRUSS SCALE:1/4"= 1'-0" (SEE NOTE #1) (ERED ARC E.N/C�S'� `�trsn 04442�' Q� -4TF y0 OF W-- HEADLOK.19"x6.0"FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1078) 2x4 PURLIN II'T0 I II PO I , ADDITIONAL 2x6 NAILER GALLANT RESIDENCE R 4"STRUCTURAL SCREW 38015 ROUTE 25 THROUGH STRAP INTO TIE 60d R.S.NAIL �i ORIENT, NY 11957 V i! (3) 1 1/2"R.S.NAILS SCTM# 1000- 15- 2 - 15.7 THROUGH STRAP iaj 2' LONG END BRACE STRAP \ 20 GA.GALVANIZED \ 20 GA.GALVANIZED ��i a o BOTTOM CHORD o \ PURLIN CONNECTOR TOP CHORD o \ PURLIN CONNECTOR 04 (4)2 1/4"R.W. NAILS OF TRUSS \\ OF TRUSS \\ ' J SCALE: 11/2" = 1'-0" \ \ 4 O 1 •� °40 O l DATE: 11.0(X.23 (1) #9X1" HWH SCREWS ON PEAK SIDE AND(2) (1) #9x1"HWH SCREW ON PEAK SIDE AND DRAWN BY: Z.E.N. ON EAVE SIDE IN HOLES SHOWN. (2) #9xl"HWH SCREWS ON EAVE SIDE OF ADDITIONAL 2x4 TRUSS TIE (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) ADDITIONAL 2x4 TRUSS TIE TO ENDWALL DETAIL 2x4 TRUSS TIE DETAIL 2x4 BUTTED PURLIN DETAIL SCALE: 1/2"= l'-a' SCALE:1/2"= V-0" (PURLIN CONNECTED WITH 6"HEADLOK FLATHEAD LAG SCREW) TRUSS DETAILS SCALE: 1 1/2"= 1'-0" 3' 36'-2x8 (NO. SYP) 36'-2x8 (NO.] SYP) :7; BLY END RAFTER ASSEMBLY (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME 2x4 BEV. PURLIN � ' I I I I ITOE NAIL OVERHANG RAFTER I I I 1 1 1 ZEN DESIGN 1 1 TO OVERHANG NAILER WITH 141 (1) 16d R.S. NAIL EACH SIDE 1 11 1 I I I 1250 EVERGREEN DRIVE I I '� 1 PlEOR CONNECTION PHONE:SCREWS CUTCHOGUE, NY 11935 PHONE: 631.513.6589 (6) 4"STRUCTURAL SCREWS PER CONNECTION OVERHANG FRAME 36'-2x8 (NO.1 SYP) 2 MEMBER END COLUMN EXTENSION OR 3 MEMBER FULL HEIGHT COLUMN 1 2" 2x6 OVERHANG NAILER END RAFTER ASSEMBLY UPRIGHT ASSEMBLY FASTENED TO END FASTENED TO END RAFTER ASSEMBLY AS RAFTER ASSEMBLY AS SHOWN AND TO SHOWN AND TO EACH INTERSECTING (7) 4"STRUCTURAL SCREWS EACH INTERSECTING WEB. FASTEN TO WEB. FASTEN TO HEADER AND FRAMING HEADER AND FRAMING MEMBER WITH (2) MEMBER WITH (2) 16d R.S. NAILS INTO MEMBER #1 These plans are copyrighted and are subject to copyright 16d R.S. NAILS INTO EACH END COLUMN EACH COLUMN. MEMBER #2 protection as an"architectural work"under Sec.102 of the EXTENSION MEMBER OR UPRIGHT. MEMBER #3 Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The 311 611 311 protection includes but Is not limited to the overall form as well - x6 CORNER COLUMN as the arrangement and composition of spaces and elements of DETAIL B DETAIL C — design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary ALE: 1 1/2"= i'-0" SCALE: 1 1/2"= 1'-0" DETAIL A compensation to 2EN DESIGN LLC. SCALE: 1 1/2"= 1'-0" NAIL PATTERN PLAN VIEW NO. ISSUE DATE 01 FOR-CLIENT-REVIEW 11.14.23 3-2x6 LAMINATED COLUMN W/ ADDT LAMINATE STEP 2: ATTACH MEMBER #3 WITH 20d GUN NAILS @ 6" O.C. AT TOP, BOTTOM, AND DOUBLE TRUSS IN CENTER OF BEAM. SET NAILS 2" FROM COLUMN SADDLE TOP AND BOTTOM OF BEAM. LAMINATED COLUMN STEP 1 : ATTACH MEMBER #1 TO MEMBER #2 WITH ° 1 Od R.S. GUN NAILS @ 12" O.C. AT TOP, SIMPSON A35 FRAMING TRUSS SADDLE ISOMETRIC BOTTOM, AND CENTER OF BEAM. SET NAILS ° CLIP 2" FROM TOP AND BOTTOM OF THE MEMBERS. ° ° 6" ° 9"x9"x1/4"BASE PLATE 3 1/2'k3 1/2"xl l GA.STEEL COLUMN 1 2" GROUT (4) 1/2"xla'ANCHOR BOLTS SET 6"CONCRETE FLOOR 3 1/2"ABOVE THE TOP OF PAD 2" a d a d 4 d (3) 2x12 BEAM 2x6 FACEBOARD d a d e e. d .. a d d a d a a • d Q d d 'a. d d a a '4 fl a d e F1 . . d a GRADE FOR HEADER BEARING 11 rl n 4 - I 211 "' I I :...5= ) .. o Ep ARC c� I i d TOP OF PAD �`' E.NI y�T i Id Q a l..l .. d:.,:; -'dl•I` I I .a Q���`� � C 2' yold+F�-� NAILING FOR (3) 2xl 2 BEAM HEADERS N� z a �, 4 . I - �� . .a �� d..a I I all 11111 1 d a 1 j 11 1 #4 REBAR 14"LONG AT CORNERS _ I d a TO SUPPORT PAD t s 44 Cl) a 41 a #4 REBAR @ 5 7/8"O.C. � p 4S 5 d d a d a �TF OF N E\"I �O REBAR SCHEDULE: NOTES: 1.) #4 REBAR 5 7/8"O.C. BOTH DIRECTIONS. 24"SQ. -SET TOP OF PAD BELOW GRADE. (4) ROWS 20"LONG EACH DIRECTION. -GROUT TO BE PLACED UNDER 2.) REBAR TO BE HELD BACK 2"FROM SIDES 7"6'xl/4"BASE PLATE.GROUT 1 I OF FOOTING. MUST BE TIGHTLY PACKED. I I I DOUBLE 36' 2090-S1 S.C. TRUSS -HOLD BOTTOM OF STEEL COLUMN I I I CONCRETE FOOTING DETAIL 2"ABOVE TOP OF PAD. i i i (ABOVE) SCALE: 1 1/2"= V-0" I I I 24" I I I I I 0 2x6 FACEBOARD GALLANT RESIDENCE Z� 3-2x12 HEADER ORIENT NY 11957 (NO. 1 SYP) 2x6 FULL HEIGHT ' SCTM# 1000- 15-2 - 15.7 4 ANCHOR BOLTS g LAMINATE n_ 0 0 4 I n 24" � — SCALE. 11/2 = 11-011 4" 7 0 p N V DATE: 111XX123 12 x— TOP VIEW DRAWN BY: Z.E.N. 4" 4" PERIMETER OF CONCRETE PAD SECTIONS & DETAILS PLAN DIMENSION I 3-2x6 LAMINATED COLUMN .STEEL SUPPORT COLUMN ANCHOR BOLT LOCATION DETAIL :SCALE: 1 1/2"= 1'-0" DECK HEADER COLUMN DETAIL # 1 lei SCALE: 1 1 /2" = 1 '-011 ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 3/4"T&G PLYWOOD 12" These plans are copyrighted and are subject to copyright --�( (2) 1 1 M. BOLTS 8 protection as an"architectural work"under Sec.102 of the (4)4 STRUCTURAL SCREWS Copyright Act,17 U.S.O.as amended December 1990 and known MEMBER #1 as Architectural Works Copyright Protection Act of 1990.The MEMBER #2 MEMBER #3 protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of 3" 6" 3" design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary NAIL PATTERN PLAN VIEW ° 2x4 STRIPPING @ 24"O.C. compensation to ZEN DESIGN LLC. STEP 1: 36,2090-Sl S.C.TRUSS NO. ISSUE DATE ATTACH MEMBER #1 TO MEMBER #2 WITH ° l Od R.S.GUN NAILS @ 12"O.C.AT TOP 4, 01 FOR-CLAENT REVIEW" 11.14.23 AND BOTTOM OF BEAM.SET NAILS 2" (``.7.23 FROM TOP AND BOTTOM OF THE MEMBERS. 2x4 TOP BLOCK&T#11 STEP 2: T#1 1 HI-RIB CAP ATTACH MEMBER #3 WITH 20d GUN 12 NAILS @ 6"O.C. AT TOP AND BOTTOM FLAT STEEL (18"TALL) OF BEAM.SET NAILS 2"FROM TOP AND BOTTOM OF BEAM. (2) 2x10 HEADERS (NO.] SYP) 6 T#15 T#11 HI-RIB CAP 3-2x6 STUB COLUMN INTERIOR HI-RIB STEEL 12 1 1/4"1 1/2"x15"STEEL PLATE / (RECESSED) 24" WELDED TO STEEL SUPPORT COLUMN; FASTENED TO HEADER BEAM W/(3) 5/16"1 LAGS HEADER FASTENING SCHEDULE 2x10 HEADER T#1 1 HI-RIB CAP (NO.] SYP) HEADER STUB JAMB MEMBER COLUMN COLUMN L- (3) 2x1 HEADER BEAM 2x6 BLOCK 2x6 BLOCK EA.2x10 6 6 T#124 T#156 STEEL SUPPORT COLUMN T#129 --� '� -- — O.H.D. 2x2 BLOCK --�� ALUMASEAL NOTES: T#151 I 1.NUMBERS ABOVE ARE 4"STRUCTURAL T#154 T#152 SCREWS REQUIRED PER CONNECTION. T#105 10,1 2.PRE-DRILL HEADERS AS REQUIRED 2x3 JAMB (BEYOND; TO PREVENT SPLITTING. BOTTOM 2'TREATED) GRADE TO BOTTOM 3.IF NUMBER OF SCREWS REQUIRED FOR 2x4 NON-TREATED BASEBOARD LOFT HEADER BEAM @ STEEL SUPPORT COLUMN 3-2xx6TRA COLUMN BLOCK((BEYOND) OF 2x6 BLOCK SEXDCESSI ETTOMCAUS SPLITTING, LITTIIOGNECTION 6" 1 1/2'kl"BLOCK 2x6 TRACK BLOCK (BEYOND; THE EXCESS SCREWS MAY BE INSTALLED BOTTOM 2'TREATED) IN HEADER SUPPORT BLOCKING. OHD HEADER SECTION D SCALE: 1"= 1'-0" NOTES: �ERED ARcy� 2x4 PURLINS @ 23"O.C. 1.) SPACE SMARTPANEL PANELS 1/8"FASTEN WITH �C�` ��t E•N/c/ (N0.2 SPF) 2x10 JOISTS @ 16"O.C. (8d NAILS) AT ALL EDGES &STAGGER JOINTS. Q. v�- ;s A (NO. 1 SYP) 2.) NAILS ARE 1 3/4" R.S. COIL NAILS rvQ 0 2x4 PURLINS @ 23"O.C. OVERHANG FRAME (NO.2SPF) 3/4" T&G PLYWOOD FASTENING s�TF 444?- SCALE: 1"= V-0" i-'° i ° 2x10 BRIDGING (OFFSET BETWEEN 14_JI ° JOIST LOCATED @ STANDARD COLUMN LOCATION) 2x4 FLAT BLOCK 2x4 FLAT BLOCK ° GALLANT RESIDENCE 2x4 RAFTER @ STANDARD TRUSS LOCATION 38015 ROUTE 25 FASTENED TO COLUMN W/ (4) 4"STRUCTURAL scREws ORIENT, NY 11957 SADDLE BLOCK TRIMMED (2) 1/2"x 7 1/2"M. BOLTS SCTM# 1000- 15- 2 - 15.7 3-2x6 LAMINATED COLUMN (4) 60d R.S. NAILS 3-2x6 LAMINATED COLUMN W/ADD'L LAMINATE SCALE: IDEWALL SECTION F DATE: 11AX.23 S SIDEWALL SECTION G SCALE: 1"= 1'-a' SCALE: 1"= V-0" DRAWN BY: Z.E.N. SECTIONS & D ETA I LS " ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 FLUOROFLEXTM 1000 HI-RIB STEEL These plans are copyrighted and are subject to copyright J j 2x4 PURLINS protection as an"architectural work"under Sec.102 of the O T#16 GABLE TRIM (4) 0.135"x 2 1/4"R.W. NAILS OR 16d R.S.NAILS Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The N 2x6 FASCIA protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of Z design.Under such protection,unauthorized use of these plans, T#194 TRIM —� �— (1) 4"STRUCTURAL SCREW THROUGH STRAP work or home represented,can legally result in the cessation of & INTO BRACE construction or buildings being seized and/or monetary FLUOROFLEXT"' 1000 HI-RIB ST 2' END BRACE STRAP W/PRE-PUNCHED compensation to ZEN DESIGN LLC. SOFFIT HOLES (BEND TO FIT) FASTENED W/ (NO.2 SPF) HI-RIB/SOFFIT CAP TRIM / / INSULATION STOP/ DESIGN AND EXPLANATORY NOTES c3) 0.14o x 1 1/2"R.S.NAILS AIR DEFLECTOR 36'-2x8 (NO.I SYP) NO. ISSUE DATE END RAFTER ASSEMBLY i 2x6 DIAGONAL BRACING FASTENED 2x4 BEV. PURLIN TO COLUMN W/(4) l6d R.S. NAILS 1. FOOTINGS ARE DESIGNED FORA 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 2-2x6 E.C.E. /— 36'2090-S1 S.C.TRUSS 01 FOR-CLIENT-REVIEW. --1-1.-14:23 12 L_I � � FILLER STRIP -� —� I7 5b t,k?•2 2x6 BEV. FASCIA ----�_-_ � —� 2x4 TRUSS TIE �G � � 3 0 2.CONCRETE FLOOR NOTES: 5"O.G.GUTTERS a. 4000 PSI — — — — — — T#144 & 146 FASCIA TRIM -J 36' 2090-S1 S.C.TRUSS b.SLOPE GRADE AWAY FROM BUILDING @ 1"PER FOOT FOR A MINIMUM SOFFIT DISTANCE OF 10' PLUS OVERHANG WIDTH. 2x6 NAILER c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A HI-RIB/SOFFIT CAP 9" (R-30) BLANKET INSULATION COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. 2x6 OVERHANG NAILER ACOUSTICAL HI RIB STEEL ® TRUSS IN COLUMN d. CONTRACTION JOINTS UNIFORMLY SPACED 18'O.C.OR LESS. 2x4 TOP BLOCK W/ W/BLACK VAPOR BARRIER SADDLE e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A COMPARABLE T#1 1 &T#136 (2) 1/2"x5 1/2"M. BOLTS & 2x4 TOP BLOCK &T#1 1 LAMINATED COLUMN PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 25 PSI. (4)4"STRUCTURAL SCREWS INTERIOR HI-RIB STEEL INTERIOR HI-RIB STEEL 16" DEEP UNFACED FIBERGLASS TRUSS SADDLE ISOMETRIC 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2%3"OF INSULATION UTILIZED AS FIRE BLOCK LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP 6" (R-19) BLANKET INSULATION W/ 4 MIL VAPOR RETARDER 2x4 STRIPPING AND PROCEED WITH CONCRETE FOOTING PLACEMENT. FLUOROFLEXTm 1000 HI-RIB STEEL 3-2x6 LAMINATED COLUMN 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 2x4 STRIPPING @ 24"O.C.TO 8'-0" CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION �— T#167 TRANSITION TRIM INSTRUCTIONS. 3/4"x4'x8'T&G PLYWOOD 10'-4" (3) ROWS 2x4 NAILERS (2100 MSR SPF) GRADE TO HEEL FASTENED W/ (3) 16d R.S. NAILS AT INTERMEDIATE LOCATIONS & (4) 16d R.S. NAILS AT SPLICE LOCATIONS,2 EACH SIDE 2x2 VERTICAL BLOCKING AT COLUMN LOCATION T#167 TRANSITION TRIM 2x6 NOTCHED NAILER (2100 MSR SPF) FASTENED W/ (3) 16D R.S. NAILS AT INTERMEDIATE 8'-4 1/4" LOCATIONS & (4) 16D R.S.NAILS AT SPLICE GRADE TO LOCATIONS, 2 EACH SIDE BOTTOM OF 2x4 FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT RED gRc 7/16"OSB PROTECTIVE LINER E.Nice. T#167 BASE TRIM 0 T (20) 1/4"x 2 1/2"POWER LAG WASHER HEAD O PRECAST CONCRETE LOWER COLUMN 2x4 NON-TREATED BASEBOARD NQ �` YELLOW ZINC SCREWS 1 1/2"xl" BLOCK &T#109 BASE TRIM COLUMN INSTALLATION 1 6"CONCRETE FLOOR �erzan`� 4'WIDE R-10 PERIMETER INSULATION 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE 6 MIL BLACK VAPOR BARRIER WITH BASE PLATE COLUMN W/ADJUSTMENT ROD& 8„ S4r f OF4NE -ko 8" BASE PLATE IN THE AUGERED UNDISTURBED SOIL ,. HOLE. FINISH GRADE FINISH GRADE 2. PLUMB PRECAST CONCRETE 18"MINIMUM COMPACTED RCA SUB-BASE COLUMN IN BOTH DIRECTIONS 2x6 TREATED BOTTOM PLATE 360M &370M BRACKETS FASTENED TO MFS 3.ADJUST HEIGHT UP OR DOWN 4-4- W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH WITH ADJUSTMENT HEX ROD 4'-0" (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS 4. POUR READI-MIX CONCRETE INTO °` THE HOLE AS SPECIFIED. °° MFS PRE-CAST CONCRETE COLUMN 21 THICK CONCRETE PAD(2500 PSI MINIMUM). BACKFILL AND GALLANT RESIDENCE 21"THICK CONCRETE PAD( CA ANNULAR PACE ROUND THE PSI MINIMUM). LOWER COLUMN 5D ° °° 20"BELOW BOTTOM OF RECAST CONCRETE COLUMN e 20"BELOW BOTTOM OF PRECAST CONCRETE COLUMN3$015 ROUTE 25 AROUND EXPOSED REBAR CAGE AND 3/4'k14" COLUMN TO GRADE WITH SOIL AROUND EXPOSED REBAR CAGE AND 3/4"x14" 24"frJ THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ISOMETRIC AUGERED FROM THE SITE. 18"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ORIENT, NY 11957 ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF PLACE CONCRETE BELOW AND ABOVE BOTTOM OF SCTM# 1000- 15- 2 - 15.7 LOWER COLUMN IN ONE OPERATION. LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTION A ENDWALL SECTION B SCALE: 1/211 = 1l-011 SCALE: 1/2"= 1'4' SCALE: 1/2"= 1'-0" DATE: 11.?CX.23 DRAWN BY: Z.E.N. SECTIONS & DETAILS