Loading...
HomeMy WebLinkAbout52605-Z hoAnof SOpTy°�o Town of Southold * * P.O. Box 1179 +oA 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47181 Date: 06/30/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 6805 Alvahs Ln Cutchogue, NY 11935 S ecB lock/Lot: 101.4-16.5 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/19/2025 Pursuant to which Building Permit No. 52605 and dated: 01/12/2026 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 pole barn as applied for. The certificate is issued to: Kevin Rousell ,Kirsten Rousell Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52605 6/23/2026 PLUMBERS CERTIFICATION: utho ' ed Signat e ,of SOO/p TOWN OF SOUTHOLD BUILDING DEPARTMENT ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52605 Date: 01/12/2026 Permission is hereby granted to: Kevin Rousell 6805 Alvahs Ln Cutchogue, NY 11935 To: Construct a pole barn accessory to an existing single-family dwelling as applied for. Barn must maintain minimum side and rear yard setbacks of 25 feet. Premises Located at: 6805 Alvahs Ln, Cutchogue, NY 11935 SCTM# 101:1-16.5 Pursuant to application dated 11/19/2025 and approved by the Building Inspector. To expire on 01/12/2028. Contractors: Required Inspections: Fees: Accessory-New Structure $1,265.00 CO Accessory Structure $100.00 Total $1,365.00 Building Inspector o��OF SO�jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • OQ Southold,NY 11971-09.59 'Q Al%UNTV,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kevin Rousell Address: 6805 Alvahs Ln city: Cutchogue st: NY zip: 11935 Building Permit#: 52605 Section: 101 Block: 1 Lot: 16.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: CELI Electric License No: 43837ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New Addition Attic Spa Generator Survey Mezzanine Garage X Dock INVENTORY Service 1 ph In-wall Heater Recpt 38 Ceiling Fixtures 10 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 6 CO Detectors Heater Main Panel A/C Condenser Single Recpt 2 RecessdFixtures Combo Smoke/CO Transformer Sub Panel 100 A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 8 Pucks Lights Dishwasher Mini Fridge GFI 6 SepticDisconnect Emrgency Strobe 4'LED 1 Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: 100A Panel 24 Circuit/ 10 Used Notes: Acc. Garage Inspector Signature: Date: June 23, 2026 r� SOUTyOIo - # # TOWN OF SOUTHOLD BUILDING DEPT. J , coum, 631-765-1802 INSPECTION [ FOU ION 1ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT"CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A-1 01004A a �419AM/A -af, de 06,1� ,Lz.vt - o��� -�oo� sbe LA DATE INSPECTOR �— SOUjyOlo S * TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [vf'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: - 0 �- 4-D caA-Hn v-C- _ ek))At cJ06QAAe,&43-A 0'-n 44- 5 U 6rz DATE INSPECTOR ho��OF SOUj .� C� Alf --- — -- * # TOWN O SOUTHOLD BUILDING DEk courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: C oV\ U-2ag Ov � 0 Lo k 11,12 wo e DATE J INSPECTOR c "/ SOGTyO� - - - .�a TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 FNSP-ECTION'- [ ] FOUNDATION 1 ST/ REBAR [ ;] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ]NSULATION/CAULKING [ - ] FRAMING/:STRAPPING [ INALGG ] FIREPLACE & CHIMNEY [ } FIRE SAFET INSPECTION [ ]: FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] , ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C o'eM6a c . 1' ,—YM DATE INSPECTOR g SOUTyOIo z G 5- ✓k S # # TOWN OF SOUTHOLD BUILDING DEPT. IOU 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 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c r 0 � 4-a\ wfcl-�� DATE INSPECTOR CPO James A. Koppenhaver, P.E. 555 Van Reed Rd, Wyomissing, PA 19610 (484) 794-9949 koppenhaverpe@gmail.com May 1, 2026 To: Town of Southold Building Department P.O. Box 1179, 53095 Route 25 M AY 8 2026 Southold,NY 11971 Phone—631-765-1802 Fax—631-765-9205 Project: 36' x 50' x 14' Post&Frame Building 6805 Alvahs Lane Permit number; 52605 Applicant: Kevin Rousell 6805 Alvahs Lane Cutchogue,NY 11935 Phone—631-433-8065 Re: Footings for 10' x 48' open lean-to attached to 36' x 50' x 14' Post&Frame Building To Whom It May Concern: We have reviewed the conditions of the Project, and verify the following— 1. The post footings for the lean-to have been drilled using an 18"diameter auger,to a minimum of 42"from finish grade,into native Riverhead Sandy Gravel soils. 2. The soils encountered provide the presumptive load bearing value of 3,000 psf at the post footing bottoms. 3. 8"thick x 18"diameter 3,000 psi concrete footings were placed,the lean-to posts were set,and 12"thick x 18"diameter 3,000 psi concrete collars were placed @ the post bottoms, as indicated on the approved plan submission. Conclusion The lean-to post footings remain in accordance with our Engineered Design and 2021 Residential Code of NYS. oF NEw y KOPpF�yO�� r- [G n W F OA 0 7 A2 '90 ESSIO�P PAPE035748E NY077142 CT29571 NJ32140 MD16053 OH78077 FLPE71888 SOCIAL CONCRETE INC. 131 Mill Road,Yaphank, NY 11980 Office Phone If:(631)34"748 Paul's Cell#:(516)805-1324 Office Fax#: (631)34"762 Tony's Cell#:(516)779.7655 April 14, 2026 Town of Southold Re: 6805 Alvah's Lane Cutchogue, N.Y. 11935 To Whom It May Concern, i This letter Is to state Social Concrete Inc. poured footings with three number five rebar long ways with dowels coming Into the walls every 24"and two number five rebar at walls top and bottom. Thank you, Viongues i Social Concrete 131 Mill Road Yaphank, NY 11980 Office: 631345 3748 Cell: 516 779 7655 + I APR 1 5 2026 t ^ Lai..'.fllfLfi�' - ,..,'..,;ram>• - ;.. 4 FIELD INSPECTION REPORT DATE COMMENTS " ve FOUNDATION (IST) �' lee 0!� -------------------------------------- FOUNDATION (2ND) z . •%�(� l=2a�t� e! S •i G1.�5 P/IZ arc--. ��- �° ,Qo ROUGH FRAMING& t� PLUMBING Q � � 1 VI r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS •/�o•� cue v o�u s `� �o • Z 3 -2�e I �-fv �� �O V-e. It 2 d l ? ZZ b N � � y O x a d b OS�fFp��C BUILDING DEPARTMENT-Electrical Inspector Off' �Gy� TOWN OF SOUTHOLD y = Town Hall Annex - 54375 Main Road PO Box 1179 _ Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/22/2026 Company Name: CELI ELECTRICAL LTG., INC. Electrician's Name: GREG CELI, JR. License No.: ME-43837 Elec. email:OFFICE @CELIELECTRIC.COM Elec. Phone No: 631-288-2227 El I request an email copy of Certificate of Compliance Elec. Address.: 255 RIVERHEAD RD., WESTHAMPTON BEACH, NY 11978 JOB SITE INFORMATION (All Information Required) Name: KIRSTEN ROUSELL Address: 6805 ALVAH'S LANE, CUTCHOGUE V-Aq 1IL935 Cross Street: COUNTY RD. 48 Phone No.: 631-965-2506 KTRDASIQLilly Bldg.Permit#: 521 Z5 email: @gmail.com Tax Map District: 1000 Section:101 Block: 1 Lot: 16.05 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ELECTRICAL WORK IN GARAGE Square Footage: 11800 Circle All That Apply: Is job ready for inspection?: YES �✓ NO Rough In Final Do you need a Temp Certificate?: YES FV-1 NO Issued On Temp Information: (All information required) Service Size❑1 PhF-]3 Ph Size: A #Meters Old Meter# ❑NewServiceQFire Reconnect[]Flood ReconnectOService ReconnectQUnderground00verhead #Underground Laterals 0 1 2 R H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION --P"'�. ►�e c� l 121 i� c-K -w- ICI TOWN OF SOUTHOLD—BUILDING DEPARTMENT � o iy�o Gyx Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 4 Telephone (631) 765-1802 Fax (631) 765-9502 hqps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT if For Office Use Only PERMIT NO. ((> Building Inspector. S, V) i NOV �j 2025 J Applications and forms must be filled out in their entirety. Incomplete l applications will not be accepted. Where the Applicant is not the owner;an C F ski'7''' Owner's Authorization form(Page 2)shall be completed. Date: NoV2MbPX 19-Vh OWNER(S)OF PROPERTY: Name: I��rslen KeV1r� �uSell SCTM#1000- J_q)1-Q)D --'1(0,S Project Address: (Ogq)S ,�1V2hS �ar1e Ctl}C1�o9u2, NL� d�R3�� Ph one#: �9tos-.a51Dfo TEmail �us� 1\-71(o@9Mail, Cpl�r� Mailing Address: Sarre aS prcD -e-ct- CONTACT PERSON: Name: Mailing Address: S2rv-,e Phone#: (b31��bS-aSmlo Email: Sarre a5 abov2 DESIGN PROFESSIONAL INFORMATION: Name: Ohl}-k12 1�IfIIC�I(\ S Mailing Address: �- Part 4?R Phone#: (-I!-7�445-(0gg8 Email Shl rk�rl2 " Shirl��tebui IcLi R95. ccn CONTRACTOR INFORMATION: Name: SaM2 2S D2S1cJrlrt 'SSlbf�� Mailing Address: " Phone#: �i!- DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ I-5(D i ®mom Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? []Yes XNo 1 PROPERTY INFORMATION Existing use of property: Re'sOe-nCe— Intended use of property: a22s�d� e Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 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 236 of the Town Code. APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,'Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or.demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessay inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): k1rS4_2n J IZousel� ❑Authorized Agent ' ®Owner Signature of Applicant �� n ( � Date '1111�1 r�S CONNIE D.BUNCH STATE OF NEW YORK) Notary Public;State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer; etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this t�kday of ( DVe-(A�_. . 20_\:)1!S Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 s Albert J. Krupski, Jr. J,°suFFr�,� S����)]E�l��MA.,T]ER SUPERVISOR Cn A IAA\,G�]EI\V1[]ENT ��� SOUTHOLD TOWN HALL-P.O.Box 1179 v 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d of �� CHAPTER 236 - STORMWATER 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: KjrS- n-Ribus-e_�� Date: ( rin oQ Y1Du.L9+4'\, .pas Sign lure) " Contact Information: 16rc)wAl -7 110@ mail, Cc��n (E\Mail 8 Telephone Number) Property Address / Location of Construction Site: MATS RVahs Lance S.C.T.M. #: 1000 District Cufic.hc�que , 1yLf 'L'1-q3� 1c�� �'►_ 1b aS 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 is Required ! ❑ - 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 BN: //�GyY Date: p 0 5 azL� FORM 11 SMCP-TOS December 2024 r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 4,- Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 4/22/2026 Company Name: CELI ELECTRICAL LTG., INC. Electrician's Name: GREG CELI, JR. License No.: ME-43837 Elec. email:OFFICE@CELIELECTRIC.COM Elec. Phone No: 631-288-2227 0 I request an email copy of Certificate of Compliance Elec. Address.: 255 RIVERHEAD RD., WESTHAMPTON BEACH, NY 11978 JOB SITE INFORMATION (All Information Required) Name: KIRSTEN ROUSELL Address: 6805 ALVAH'S LANE, CUTCHOGUE -4-4 Cross Street: COUNTY RD. 48 Phone No.: 631-965-2506 Bldg.Permit#: 52icZ15 email: ' @gmail.com Tax Map District: 1000 Section:101 Block: 1 Lot: 16.05 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ELECTRICAL WORK IN GARAGE Square Footage: 11800 Circle All That Apply: Is job ready for inspection?: El YES R] NO Rough In ❑ Final Do you need a Temp Certificate?: YES R NO Issued On Temp Information: (All information required) Service Size01 Ph 03 Ph Size: A # Meters Old Meter# ❑New Service[]Fire ReconnectOFlood ReconnectOService ReconnectOUnderground QOverhead # Underground Laterals 1 M2 R H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Z3 -2 -�L O�% ✓ e c--d-- l l21 l-7 cK -w- I11 PERMIT# Address: Switches ` Outlets GFI s � r Surface Sconces �� H H's I UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minis plit Blower AC AH Hood Blower Service Amps tex) Have Used !� Sub Amps Have Used Comments .93 A s A SURVEY OF o, LOT 3 TEST MAP OF EAST COAST PROPERTIES FILE No. 9225 FILED MAY 27, 1992 sP o,, V SIT�IATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-101-01-16.5 SCALE 1"=50' �,o .• . JUNE 10, 2025 •cam' ,',�, O Olt �� g T�' L� n' y 'O O' AREA = 94,713 sq. ft. 2,174 cc. _ Q • �e e� " ` '' � 1.p ,t Y �`► CERTIFIED TO: G,N^ a KEVIN ROUSELL �yyoy3- a •' 4. .•'" N-- KIRSTEN ROUSELL VIP �• �:��.: N �, FIRST AMERICAN TITLE INSURANCE COMPANY 1110. di Y � �J y �r Tj OA / t�0 a i k y0'1 o Qb PREPARED IN ACCONOxme Nl M ka STANDARDSEST THE LIAL.S��`IWD�AN7'FOR SUCH IJSE�B,VE D d v TITLE ASS06Y1 ®°° N Y v5V m ° �Ro ���v • cP��•°�50467 LIc. No. 50467 �, Z1 SEPTIC SYSTEM TIE MEASUREMENTS :, u 00 ''�� GARAGE HOUSE HOUSE HOUSE 08 UNALI HOR®ALTERATION OR ADDMONN 0j� ••��' CORNER ❑A CORNER CORNER © �D TO THIS SURVEY I5 A VIOLATION OF Nathan Taft Corwi CORNER[P] III (,FO SECTION 7209 OF THE NEW YONK STATE S SEPTIC TANK 31, 17' EDUCATION LAW. COVER COPIES OF THIS SURVEY NAP NOT BEARING Land Surveyor 0 THE LAND SURVEYOR'S INKED SEAL OR LEACHING POOL Eye�SHALL NOT BE D� COVER 1 39.6' 36.6' TO BE A VAUD TRUE COPY. \ LEACHING POOL 25' 32.6 CERTIFICATIONS INDICATED HEREON SHALL RUN Succasaor To: Stanley J. leakeen, Jr. LS. COVER 2 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BIZHALF TO THE 171' 150' TITLE COPNG I�uyjmHEREON A SAND Title Surveys —Su6div7alons — Site Plans — Construction Layout COVER 2 TO THE ASSIGNEES OF THE LENDING'Mn— PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFCATONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT AWLING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport. New York 11947 CERTIFIED TO:KEVINROUSELL SURVEY�/OF KIRSTEN ROUSELL LOT 3 SANITARY LOCATION DIMENSIONS MAP OF LP P2 # -' -(. 0 5 CORNERA 31• 39.1 5' EAST COAST PROPERTIES co 36.6' 2.6' JOBN0.:2025.150 SITUATE AT NOTE: FILED: 4Y25 THE LOCATION OFCESSPOOLS,WELLS AND OTHER RIMS lAAY27,1992 rLOF NEW UNDERGROUNDINSTALLATIONS,IFANYARESHOWNIN REVISIONS: ,`Q W.R YO CUTCHOGUE ACCORDANCE WRHSOURCES BELIEVED TO BEACCURATE. FINAL ON BARN:64/26 5 Qt 4p �f TOWNOUNTY,N OLD WY HOWEVER,THIS OFFICEDOESNOT ASSUME ADD SAN.LOC.8 WELL LOC.DIMS&W6 0` y SUFFOLKCOUNTY,NEW YORK RESPONSIBLITYFOR THEIR ACCURACY DIST.1000 SEC.101 BLK I LOT 16.5 20 10 0 20 40 60 BO IOO 120 140 160 IBO \ 050538, �OQ SCALE:1'=40' DATE:JANUARV 7,2026 \LAND LOTARE4:94,713 SO.FT.-2.174ACRES \ CURRENTZONING:AGRICULTURAL ENTERPRISE JEFFREYW.NADERER8 LOTCOV LELOTCOV SOFT. 4.5%SO.FT..20% \ LICENSEN0.:050538 LOTCOVERAGE:4,223 SOFT.=4.5% \ INCLUDED INLOTCOVERAGE: DWELLING:1.679 D:147 O.fT. 0 CE.44FRAM S.FT.147SO.FT. \ COVE SOFT. COVERED WOOD PLAT.•SOFT. FRAME BARN:1,612 SOFT. \ TWIN FORKS COVERED PA7/0:501 SOFT. c�` ' LAND SURVEYING gy"5 =MOMAUKHIGNWAY.LWRElL' �'\\ / HA,111TON BAYS NEW YORK 11946(V)631-369-RJI_-IF)631-369F713 G� - �/ rmuil:n+I.EiI,mLune3@Ivlun.ran O- \\ COPIES OF THISSURVEYMAP,ERHER PAPEROR ELECTRONIC NOTBEARING • ,� THELANDSURVEYORS INKEDSEAL OR EMBOSSED SEAL SHALL NOTBE •• • •• CONSIDERED TO BEA VAUD COPYAND SHALL NOTBE USED FORARYPURPOSE Ai• ••: - $ DIGITAL RELEASE 00lk sop a:• N5�•• �a \ 15� F 00,10 00,10 00,10 One sw p1KZ0- O 4 �17 Road APPROVED AS NNED BUILDER U J 0 0' DATE: _I_B.P.# N 1 1 NOTIFY BUILDING DEPARTMENT AT m Xi' O3-2X10 MSR SYP ❑ 2-2X10 MSR SYP ❑ 631-765-1802 BAM TO 4PM FOR THE dZ TRUSS CARRIERS TRUSS CARRIERS LL I FOLLOWING INSPECTIONS: NEW BUILDING SPECIFICATIONS I T FOUNDATION='TWO REQUIRED z o� 7 36' X 50' X 14'5" POST & FRAME BUILDING FOR POURED CONCRETE W/1-10' X 48' OPEN LEAN-TO ROUGH-FRAMING&PLUMBING g TRUSS CARRIER TO POST CONNECTION @ 1 POST WHERE -18" X 8" CONCRETE FOOTINGS (LEAN-TO POSTS) O (5301 LB CAP; 5080 LB COLUMN WT) INSULATION O ROOF TRUSS DOES NOT MEET THE POST POST SAVER PATENTED UPLIFT NOTCHED POST W/12" WHERE SPLICE OCCURS ON TRUSS CARRIERS AT THE CONCRETE COLLAR ON LEAN-TO POSTS DESIGN E MAIN BUILDING POSTS ATTACHED TO CONCRETE FOUNDATION FINAL-CONSTRUCTION MUST w� O ° DOORS KEEP SCREWS ON DOOR OPENING SIDE OF SPLICE WALLS W/ STURDI WALL SW-63 BRACKETS, CORNER & BE COMPLETE FOR C.O. DOOR POSTS W/SW-60 BRACKETTS (FOUNDATION 01 � ^ 00 WALLS & CONCRETE FLOOR BY OTHERS) ALL CONSTRUCTION SHALL MEET THE o' a 01 2-3'0" X 6'8" FRAMED OPENING FOR ENTRY DOORS REQUIREMENTS OF THE CODES OF NEW c -° @ (SUPPLIED BY OTHERS) -C Q a� 01-14' X 12' OPENING FOR OVERHEAD DOOR W/ DUTCH YORK STATE. NOT RESPONSIBLE FOR C a; Q a CORNERS (SUPPLIED & INSTALLED BY OTHERS) DESIGN OR CONSTRUCTION ERRORS Q- > ' 2A 1-10' X 10' OPENING FOR OVERHEAD DOOR W/ DUTCH 0- o CORNERS (SUPPLIED & INSTALLED BY OTHERS) 0 ° 3 10-36" X 44" FRAMED OPENINGS FOR WINDOWS (SUPPLIED BY OTHERS) COMPLY WITH ALL CODES OF Q ' cn a / 3A 1-4 BY OTHERS) OPENINGS FOR WINDOW (SUPPLIED NEW YORK STATE&TOWN CODES In In E s ® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) AS REQUIRED AND CONDITIONS OF E `n ° .. � N c � � Lt7 ��o Qo _ / 2X8 TREATED GROUND CONTACT SKIRT BOARD r-) SOU�I'IOW70WNZM � w AL-E--GABLE POSTS EXTEND TO TOP 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC S�(TI�IIVn�n9AlA1QUA�lA1NGSOAD11 OWNER v.��+r+.v v�r���wnri 17 fYIY Lj'� OF ROOF TRUSS Z 2-2X10 MSR SYP TRUSS CARRIERS @8' SPANS �7�Y�liVLY ONTRUSTES M (773 PLF CAP; 760 PLF ROOF LOAD) ILY�vLL J Z T 3-2X10 MSR SYP TRUSS CARRIERS @10' SPAN , 1 g / (966 PLF CAP; 760 PLF ROOF LOAD) TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS Q 10 ®EA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING W J }- PRE-ENGINEERED ROOF TRUSSES- 4/12 PITCH, 48" OC, 30-5-5 LOADING ' All exterior lightin (n Z / 3 ROWS 2X4 BOTTOM CHORD TIES (120" OC.) � 1297 LB UPUFT; H10A HURRICANE TIES=1340 r vide windborne debris installed,replaced Ir0 Q LLI SCISSOR TRUSSES W/ � PITCH BOTTOM CHORD repaired shall confo / 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & r tection for new exterior P FASCIA to Chapter 172 Z J 0 y 28 GA. G-100 PAINTED STEEL ROOFING & SIDING f#i on buildings as per 1 p TYVEK HOUSE WRAP UNDER THE SIDING 9 of the Town Cod — Q = DOUBLE BUBBLE VAPOR BARRIER UNDER THE ROOFING N S �de� � Ln 4' HIGH TREATED PLYWOOD ON FRONT & 1 GABLE (STONE VENEER BY OTHERS) i 6 CU O 12" PAINTED STEEL VENTED RIDGECAP i RETAIN STORM WATER RUNOFF 00 ~ 1 to PURSUANT TO CHAPTER 236 V O 2-2X 10 MSR SYP � 3 � OF THE TOWN CODE TRUSS CARRIERS I ALL INFORMATION SHOWN TRUSS PLACARDING REQUIRED ON THIS PROPERTTYY OF zz� JIs THE SHIRK POLE BUILDINGS LLC. THIS DRAWING MAY NOT I , R, Q, T- �' Jam_ O 41' BE REPRODUCED`M THOUT O, J Digitally signed OWNER BUILDER AND o O] I OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS 1-2X12 #1 SYP RAFTER PLATE ATTACHED WITH 2X10 # SYP RAFTERS ` N IV E BEFORE CONSTRUCTION 5-1-"X4" GRK STRUCTURAL SCREWS AT EACH POST FLOOR R PLAN 4' ON CENTER o P� P KOPpF�yO,p by James A. DRAWN BY: ALS 0 Koppenhaver REVIEW: SCALE: 3/16" = 1'0" * ��� 9G * REVISIONS: LU 2-2X10 MSR SYP RAFTER CARRIERS ATTACHED WITH w P.E. m `; 6-1s"X4" GRK STRUCTURAL SCREWS AT EACH POST AS Date: DATE: 11,13/25 . 1 N�OA 7 A2 � SITE: ROUSELL ' 9p oNP� 2025.11 .14 FLOOR PLAN -� i 2' I 1 2' T 12 Ess� 1 2' � ag] 13:11 :19 -05'00' -ti BUILDER u J a O Z LJ V' t; X - - O ODO Go O. Z� f ov 28 GA. PAIN I EC I 12 41 112 I � STEEL 1Z"Xo" Q HEMMED FASCIA I ! II �1� II I II II I I I II 1 28 GA' p'� THERMAL PANE DESIGN �1' I 28 GA. FAINTED STEEL 1' I PAINTED STEEL WINDOW LLJ 0 O - WALL PANELS CORNER TRIM ATTACHED W/ SCREWS 10'V" X 1D �' 3II II I<II HERMAL PANE 1 I ; O 36'z te" 36 z 4t" THERMAL PANE THERMAL PANE II II II I _ THERMAL PANG x �11 r T74� Arlo WINDOWOVERHEAD DOOR n wlNDo � N0EJ � 00 0_ a >0- O BASE C) ANGLE Q .(n °- � 11 1111111111 i 1� 1� �1 t I NLn o ELo >, o BACK SIDEWALL LEFT ENDWALL C) 3: SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" OWNER •28 GA. PAINTED STEEL 28 GA. Lo 12" RIDGECAP (VENTED) PAINTED STEEL Lu (7) 6" RAKE TRIM J Z T J II I II II II II W , 12' 8 GA. PAINTED STEEL 412 I � � III III SCREWDONIN ROOF 12 28 GA. PAINTED Ai LG L L PANE J, I I II III I II N LE Z TRIU II I _ 1 I 'I II II I O uj I HUT 1� 11 ill 12 —I1 LL I I III I I 21 I i Z J � III III II II II 9 Y I 36" , i I III I / 14'0 X 12'0 36" ' T ERM Az L<PAN ELLJ HERNIAL PANE II I I THERMAL PANE WINDOW WINDOW TCRMA PANE: WIND IN UTE ' EN DOOR co DOD_0% 6' OVERHEAD DOOR ENTR I // V O O O O O O O O O O O O O O O O O Q O O ALL INFORMAW SHOWN ' ON l-!IS DRAWN IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. THIS DRAWING MAY NOT FRONT SIDEWALL RIGHT ENDWALL BE REPRODUCED W7HGUT PERMISSION.BUILDER AND SPONSIBLE SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" Digitally signed TO VERIFYOWNER 1'0" RED ENSIONS � F- � � NEW Y Y b James A. 'BEFORE CONSTRUCTION �P P KOPpF 0 DRAWN B":I ALS GJ 5 �y REVIEW: �G Koppenhaver, r � m � REVISIONS: �° P.E. m < I = Date: DATE: 11/13/2` OA90�ESS1oNP 2025.11 .14 SITE:VATIONS 13:11 :39 -05'00' A � 2 50 28 GA. PAINTED 6 NAILS 2X4 ROOF PERLIN 28 GA. PAINTED BUILDER -1 STEEL ROOFING PER TRUSS ROOF STEEL ROOFING o 28 GA STRUCTURAL ROOF TRUSS TRUSS RAKE TRIM 1° STEEL ENDWALLI 3-31"X.120 2X4 ROOF N ° 28 GA. PAINTED FLASHING PAINTED STEEL GALV. NAILS a M CLOSURE I PURLIN WALL POST 2X6 FACE PAINTED Z STEEL SIDING / 2X4 GIRT OR PERUN BOARD r STRIP X4" GRK r CIA ^- 24" ON CENTER > " _ RAFTER TRUSS STRUCTURAL v 2X6 HEADERS PLATE RAFTER 4-34"X.120 pLICE NOTCHED o��SCREWS V X: INTO POST ^ 7 METAL SIDING D m Q 1" WEATHER TIGHT GALV. NAILS I /OVERHEAD �.a JOIST HANGER ;� GABLE TRUSS T O W BUILDING PAINTED SCREWS STRUCTURAL DOOR TRIM RIM `�co PURLIN J CHANNEL 9" ON CENTER POST OVERHEAD M ALT z DOOR OVERHEAD DOOR SIDING 28 GA. PAINTED WEATHERSTRIP WALL STEEL SIDING PGRK STRUCTURAL METAL SIDING & ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR POST LEANTO DETAIL GABLE OVERHANG 1 ROOFING FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL CARRIER FASTENER DETAIL O� SCALE: �' = i'o' SCALE: 1/2" = 1'0" SCALE: 1/2' — 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0' DESIGN W E O o DOUBLE TREATED PAINTED STEEL p WALL POST /2X6 DOOR POST ROOFING � 0 2X4 ROOF PERLIN I / DOOR JAMB 2X6 FACE BOARD � � 4-31 2X4 WALL 6 NAILS ROOF D3 @ GALV. NAILS / GIRT PER TRUSS TRUSS PAINTED Q a 2}"GALVANIZED FASCIA D_ L DECK SCREWS Qcj� Q 0 _ ROOF TRUS VENTED O GALV.NAILS PLICE 4 NAILS PER 28 GA. PAINTED STEEL SOFFIT a a I� J CHANNEL F&J TRIM Q > ° 2X4 BOTTOM CHORD EACH SIDE PERMANENT LATERAL ITRUSS POST 'cn Ln E BRACING (SEE TRUSS 2X6 TIE CARRIER H METAL SIDING Q-) Ln C DWG FOR SPACING) 29 GA. PAINTED STEEL E Ln T•o ROOFING INSTALLED W/ SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12" EAVE OVERHANG J SCREWS & WASHERS FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL D W 2X6 SPF SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'(r SCALE: 1/2" = 1'0" OWNER Lo FACE BOARD M 2X4 ROOF PAINTED W 0) PURLINS 24" OC. EL FASCIA J Q r II PRE-ENGINEERED ROOF VENTED /W SCISSORS TRUSSES 48" OC. °ELS FROM WEIJ DGNE TO AL BRACE- 11 P BOTH EAVES 11 _ H-10A HURRICANE CLIP ROOF NGINEESED- D -vim/ Z PAINTED STEEL x 2-2X10 MSR SYP TRUSS CARRIERS F&J TRIM 11 48" OC. O Q` W / M Z 2X6 WIND UPLIFT TIEDOWN BLOCK 3 PLY 2X6 GLU #1 SYP TRUSS NOTCHED \ Q YP TRUSS CARRIERS INTO POST / in2 POSTS 8' OC. TYP. I W O 1 00 2X4 SPF SIDEWALL GIRTS 24" WALL BRACING REGUIREMENTS: / v 2X4 SPF WALL GIRTS 24" OC. 29 GA. STRUCTURAL STEEL ALL INFORMATION SHOWN WALL BRACING ON HIS DRAWING IS THE REQUIREMENTS: PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP.OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK 28GA STRUCTURAL I POLE BUILDINGS LLC. STEEL SIDING THIS DRAWING MAY NOT LLED WITH SCREWS INC EWS BE/ PERMEPRODUCED WTHOUT SSIO.9'UIL ER AND 2X6 PRESSURE TREATED SYP SKIRT BOARD OWNER ARE RESPONSIBLE 2-2"X4" LAG GRADE POSTS ATTACHED TO WALL W TO VERIFY ALL CONSTRUCTION GRADE (BOTTOM IONS 5"-4000 PSI BOLTS PRESSURE TREATED / BEFORE CONsrRucTloN CONCRETE FLOOR SYP GROUND CONTACT STURDI-WALL SW63 BRACKET STURDI-WALL SW63 y 2X6 SKIRT BOARD W/2-1"X5" TITEN-HD ANCHORS ! OF NE IN Digitally signe DRAIMV BY: ALS OF SKI TBOARD) (BY OTHERS) RA K P'�` KDPp Y� REVIEW: �1iy �� by James A. REVISIONS: 3/4" STONE BASE X-32"'POURED CONCRETE / \ \/\\/ c a POUREDaCONCRETE� A * 9G (OPTIONAL) -- ---x--- / /\/\ a FOUNDATION-WAl1 [WALL BY OTHERS) a— A :a;: a Koppenhaver, / \ \ (.. a • (BY7OTHERS)yDD COMPACTED SOIL / //\//\ .CONCRETE SPREAD F0011NG.. --- --9�. e _ \/\\/ :° (BY OTHERS). t m �; CAT=: i/13/2 BACKFILL (BY OTHERS 1 \ _ _ c Z P.E. SITE: '. .I .� 2 � ROUSrLL 2500 SI. 2 // js \:' , (!1� =C? 1 sFCTIONS TYPICAL FRAME .8"`CONCRETE- j\\�\\%• 2000 PS= NATURAL solL�\\ \/\\/\\/\\/ O 7 42 �, Date: 2025. 1 1 .1 SECTION P.RFAD 'FooTING \/j\ \\! \o R EN( \EERED\FI L\/\ TYPICAL FRAME \//\\//\\ \\/ AR , (BY OTHERS) %/�/i�//�/i�//�//./i./i./i./i\ � ES S 1 pN I I A 3 (ENDWALL VIEW) (SIDEWALL VIEW) 1 3:11 :53 -05 00 SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" BUILDER J BUILDING DESIGN NOTES AND DETAIL S A4.8 CONCRETE FLOOR (OPTIONAL) FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. �o A4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBCARD WITH NO TURN DOWN. a FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4.9 STRUCTURAL- r- Z DESIGN PARAMETER R A�M E I E R S � � NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING 'USE= STORAGE m �x LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP=U RISK CATEGORY I c o co A4.2 FOOTINGS EXPOSURE CATEGORY= C z W STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITA T IONS=5B UNPROTECTED `= FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 p FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SQ FT)=1800 OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=32,900 DESIGN A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-16 ULTIMATE WIND SPEED, VULT=130 MPH o `o LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. Qu .0 LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN ° YELLOW FINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF °� E FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MiN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. c Q ° QC:� > USE CATEGORY 48 AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 A P P L_I C A B L_E B U I L_D I N G CODES o c 0-) CE SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: a = ° A4.4 ROOF TRUSSES � 0- 2021 BUIDING CODE OF NEW PORK STATE AND ASCE 7-i 6 Q o ROOF USSES LL BE SNOW COLLLATERAL LOAD,AAND WIND LOAD ARE TO BEOINVDACCORDA ACCORDANCE WITH BUILDING DING CODE. A4.11 DESIGN REFERENCES:T LOAD, E un TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS 0 LO T o E NFBA GUIDL INES FOR POST & FRAME CONSTRUCTION D SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OWNER OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) Ln RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) M W & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS .J Z ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES J Q r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) W .J } AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND A4.12 WARRANTY NOTES D Z UPLIFT FACTOR AND LATERAL LOAD NOTED ON THE ROOF TRUSS DRAWING IN W ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.E 0 Q A4.6 FASTENERS. AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) I AFTER CONSTRUCTION TO BUILDING BY ANY PERSONS) OR COMPANY OTHER THAN EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING 1NORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND Z J REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. ; Q FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING,. SPLINTERING OR DAMAGING ANY Y coO SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBFERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. V PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: MINIMUM OF 12D NAILS IN 1 ' STRUCTURAL TIMBER IS 1 PER BOARD WIDTH. ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHOWN # z 2 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. I ON rP15 DRAWING IS THE TRUSS CARRIER CONNECTION TO POST: j"x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY SHIRK �' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLEAWNGBUILDINGS LLC. VALUES; ' LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, BE DRAWING MAY NOT OUT PULLOUT=264 . LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35° FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS BE REPRODUCED 4N AN a NOT APPROVED BY A CERTIFIED ENGINEER. OWNER BUILDER AN OWNER ARE RESPONSIBLE A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED I TO VERIFY ALL DIMENSIONS WITH #9 WOODGRIP, 1" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION NLC YV DRAWN BY.IALS COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING �(�GO Y Digitally signed REVIEW: MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED Q� �COPp O Y J #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED co P Otis �.� REVSi0N5: A8M STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. �� 9G * by James A. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT Fi_ASHIINGS AT r- c m / EXPOSED EDGES, ROOF END, CORNERS, DOORS, WINDOWS AND RIDGES, EX LP Lu Koppenhaver, P.E. DATE: 11/13 I; 2_ m � Z I SITE: ROUSELL BOTTOM EDGE OF STANDARD ROOFING MATERIALS. N Date: 2025.11 .1 T DETAILS OA I 7 42 R� ESS1oNP� L�13:12:07 -05'00' A Job FS3 Truss Type Qty Ply 25110484E SCISSORS 1 1 Rousell Job Reference(optional) UFP Site Built,LLC,UFP 20/20 Run:8.830 s Apr 11 2025 Print:8.830 s Apr 11 2025 MiTek Industries,Inc. Wed Nov 12 13:35:33 2025 Page 1 I D:7d Po 1 UAgOfb9ryv5XnOljMzvkSr-BpDMN_4BaMA1 zStFcWOdTt8 ixdtZWRaP KOGaVyJwY8 Q-10 8 6 2-8 11-11-14 18-0-0 24-0-2 _ 29-M 1 36-0-0 3r10r8 C�10- 6-2-8 5-9 5 6-0-2 10-2 5-9-5 T 6 2-8 0'-10-8 Scale=1:65.6 4.00 F12 6x6= 4.12 MT20HSy 4A2 MT20HS— 4A::� 5 7 46-- 19 1p,12 16 4 a 17 24= 24= 3 8 13 7x12 M18AHS= 18 7x12 104 M18AHS= x1 M18AHS= 1 2 14 12 10 11 7xl2 MT20HS= 7x12 MT20HS= c Io 2.00 F12 8-9 11 18-0-0 27-2-5 36-0-0 6-9 1 1 9-2-5 9-2-5 8-9-11 Plate Offsets X, 2:0-5-4,0-1-13, 10:0-5-4,0-1-13, 12:0-6-0,0.5-4, 14:0-6-0,0-5-4 LOADING(psf) SPACING- 4-0-0 CSL DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.97 Vert(L-) -1.09 13-14 >389 240 MT20 197/144 TCDL 5.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -1.47 13-14 >288 180 MT20HS 148/108 BCLL 0.0 Rep Stress Ina NO WB 0.73 Horz(CT) 0.76 10 n/a n/a M18AHS 186/179 BCDL 5.0 Code IBC20181TP12014 Matrix-S Weight:218lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1'Except* TOP OHORD 2-0-0 oc pudins(2-0-11 max.). T1:2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SPF No.2*Except* W4:2x6 SP No.1,W3:2x4 SP 270OF 2.2E REACTIONS. (lb/size) 2=2606/0.8-0,10=2606/0-8-0 Max Horz 2=267(LC 14) MaxUpIA2=1297(LC 10),10=1297(1-C 11) Max Grav2=2964(LC 2),10=2964(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7,2-15=11331/5397,3-15=-11165/5406,3-16=10847/5074,4-16=10629/5088,4-5=8392/3995,5-6=8251/4009,6-7=8251/4009,7-8=8392/3995,8-17=10629/5088,9-17=10847/5074 9-1 8=1 1 1 6 5/54 0 6,10-18=11331/5397,10-11=0/7 BOTCHORD 2-14=4960/10576,13-14=4563/10091,12-13=4563/10091,10.12=4960/10576 WEBS 6-13=1946/4427,3-14=488/535,4-14=107R71,4-13=2383/1379,8-13=2383/1397,8-12=132R71,9-12=-488/563 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=20ft,Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2E)-0-7-13 to 34-3,Interior(1)3-4-3 to 14-0-0,Extedor(2R)140-0 to 22-0-0,Intedor(1)22-0-0 to 32-7-13,Exterior(2E)32-7-13 to 36-7-13 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=30.0 psf;Pf=25.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C; Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.20 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.2 psf on overhangs non-concurrent with other live loads. 6)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chard dead load. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconnlnent with any other live loads. 9)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o)bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1297 lb uplift at joint 2 and 1297 lb uplift at joint 10. �! OF NE 11)This truss is designed in accordance with the 2018 International Building Cade section 2306.1 and referenced standard ANSI/TPI 1. C� V 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. P � ,n Cq'o 0 � � LOAD CASE(S) Standard i New York State Law °ARO ,°,310 T®u Must t fall 81 Ss�o 1 11/12/2025 Before You Dig