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Home My WebLink About51700-Z toP souryolo Town of Southold * * P.O. Box 1179 c0 53095 Main Rd . Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46562 Date: 10/10/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 245 Youngs Ave Mattituck, NY 11952 SecBlock/Lot: 114.-10-30 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/20/2024 Pursuant to which Building Permit No. 51700 and dated: 03/03/2025 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 garage as applied for. The certificate is issued to: Jacy Orlowski , Joseph Ross Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: Auth riz d Si nature s yo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' b TOWN CLERK'S OFFICE 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#: 51700 Date: 03/03/2025 Permission is hereby granted to: Jacy L Orlowski 245 Youngs Ave Mattituck, NY 11952 To: demolish existing shed and reconstruct a new accessory garage as applied for. The garage must be located a minimum of 5 feet from the lot lines. Premises Located at: 245 Youngs Ave, Mattituck, NY 11952 SCTM# 114.-10-30 Pursuant to application dated 12/20/2024 and approved by the Building Inspector. To expire on 03/03/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $625.00 CO Accessory $100.00 Total $725.00 --- ------------------- Building Inspector *f4f SouryO� # * -TOWN: OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION . [ OUNDATION 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: DATE INSPECTOR • 1 i #*OF SOUjyQ� y TOWN OF SOUTHOLD BUILDING DEPT. u ,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ATIOWCAULKING [ ] FRAMING/STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 101[ o b INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS ( h v `.o FOUNDATION (IST) 3 ------------------------------------- FOUNDATION (2ND) z � o J1'lA'ta 1� WWI+ �rv✓S ROUGH FRAMING& PLUMBING Q r C9 r 1 INSULATION PER N.Y. STATE ENERGY CODE O FINAL ADDITIONAL COMMENTS 1 -7 3- c3 Fo z lljj n ro y O z x r� x d ro H ��o�o�fFoi oG 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.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT a . a For Office Use Only Y tj) Y c/I�V � PERMIT NO. Building Inspector: �� DEC 2024 `•.�` f 1Q,0 Applications and forms must be filled out in their entirety.Incomplete tradi 3i tD.pat brr:Ort applications will not be accepted. Where the Applicant is not the owner,an .n,<� Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: --�oSC Pf4 .SS SCTM#1000- � Project Address:2�S _ ov�hS_ {►cv� N1�"r•Tt'rv@K-_ N`� • - 1[qS� - Phone#:..�3 Email: Mailing Address: �� ovN bS_ F�dL iM��(TITUP.(c. N� •.. [(�� CONTACT PERSON: Name: Mailing Address: 'IS Phone#: ( ��cl(r 1-1 d Email:j i2cS.5.. 6s P4I—n CoYvt. DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION l(New Structure ❑Addition ❑Alteration ❑Repairs Demolition Estimated Cost of Project: t 'r ❑Clther'�m a -�1C � D r revn 301 000 . 0 o Will the lot be re-graded? ❑Yes NNo Will excess fill be removed from premises? ❑Yes XrNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO 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 IS 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,New York 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 necessary 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): � � S S ❑Authorized Agent �Wner Signature of Applicant: Date: STATE OF NEW YORK) S• �^ COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 6 (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 1-04uw-�- `) .20 Zd Notary Public DANA MEYRAN PROPERTY OWNER AUTHORIZATION Notary Public, State of New York No. 01 ME6246851 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires Aug 15,20V 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 Aea= Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION mme JY D®mff AI WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF 17 525 s {} DRAINAGE, DRYWELLS AND UTILITIES, SECTION EDUCATION721099WOF THE NEW YORK STATE SHOWN ARE FROM FIELD OBSERVATIONS eUW= AMY'T � AND OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING 0.40 acres �� M"YWRGS AW THE IDGSTENCE OF RIGHTS OF WAY THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED AND/OR EASEMENTS OF RECORD IF TO BE A VALID TRUE COPY. ANY. NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Premises known as: TITLE COMPANY, GOVERNMENTAL AGENCY AND # 245 Youngs Avenue LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. N ` y 'i' o Cb sp �� op y °• tioF �'�s OF f4' y7 5 oµ' O .n sib � as °sas \< A Survey of Property situate at (�( Mattituck 111� LAND SURVEYING Town of Southold Mintovilfe@aol.com Suffolk County, New York SUSOONS TITLE&IMOR Tax Map #1000-114-10-30 TORE R MORTGAGE SURVEYS TOPOGRAPHIC SURVEYS SITE PSIS Scale 1"= 30' August 21, 2024 John AU to, I-S. .7—juelina Marie Ito. X-S. GRAPHIC SCALE UOENSED PRMWSW14L LINO SURVEYOR IJ(I.TSm PROFESSO [AND SURhlT1R NOV PORK STATE=NO.48868 NEW TORT(STATE M NO.SIDES 3p a 15 3D 6a 120 Phone:(631)7244832 L�P.O.'BoX 1408 Smithtown, N.Y. 11787 t IN FEE'r 1 i inch = 30 fL Area Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF NA� JM am sv JM SECTION 7209 OF THE NEW YORK STATE DRAINAGE, DRYWELLS AND UTILITIES, EDUCATION LAW. SHOWNFROM FIELD OBSERVATIONS C17,525 sq.�}l`. OW�ME AUGUST 2024 AND ORARE DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 0.40 acres 24�YOUNGS AVE THE EXISTENCE OF RIGHTS OF WAY EMBOSSED SEAL SHALL NOT BE CONSIDERED AND/OR EASEMENTS OF RECORD IF TO BE A VALID TRUE COPY. ANY, NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Premises known as: TITLE COMPANY, GOVERNMENTAL AGENCY AND s Avenue LENDING INSTITUTION LISTED HEREON, AND 245 Youngs g TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. ° \0009S00 O• oeQo o�� # & G !lam o`�e O boo °" s r�S %P , 0 ��0,• '1�.P Q% `003 �0 by 000cc� +4o% A' \opcQpaS °" ooe �o J ��`� Q �`�� poi O C G ♦ oeo oc ooc o�oh`�e� lot— O� OF NEW)_ M 0,Q co �0 49866 F0 LAND Survey of Property situate at Mattituck LAND SURVEYING Town of Southold V Mintoville@aol.com Suffolk County, New York SUBDIVISIONS Tax Map #1000-114- 10-30 TITLE & MORTGAGE SURVEYS TOPOGRAPHIC SURVEYS SITE PLANS Scale 1 "= 30' August 21 , 2024 John Minto, L.S. Jacqueline Marie Minto, L.S. GRAPHIC SCALE LICENSED PROFESSIONAL LAND SURVEYOR LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 NEW YORK STATE LIC. NO. 51085 30 0 15 30 60 120 Phone: (631) 724-4832 P.O. BOX 1408 Smithtown, N.Y. 11787 ( IN FEET ) 1 inch = 30 ft. r APPROVED AS NOTED DATE- -5-B.P.# Sl 2bU FEE S b0 BY: COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTM AT NEW YORK STATE&TOWN CODES 631-765-1802 8AM TO 4PM FOR THE AS REQUIREDrDCPONITIONS OF OCCUPANCY OR FOLLOWING INSPECTIONS: USE IS UNLAWFUL 1. FOUNDATION-TWO REQUIRED BA FOR POURED CONCRETE �ANMNGBOARD INtTHOUT CERTIFICA3. ROUGH-FRAMING&PLlli�":BiNG �u� pF OCCUPANCY 3. INSULATION4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS DO NpT PROCEE WITH ELECTRICAL AN11NG 11NT��, iFP i 0 FOUNDATIO LO o RETAIN STORM WATER RUNOFF INSPECTION REQUIRED : HAS BEEIAPPROVEI : = P IRSUANT TO CHAPTER 236 OF THE TOWN CODE. Ali exterior lighting M it-q- m a t"r�-a t'n yr / Installed,replaced or repaired shall conform to Chapter 172 of the Town Code i " s LANCASTER. PA Word Bank Conc-Concrete DR-Door FTG-Footing _ FLR-Floor GA-Gauge Int-Interior O/C-On Center PTO-Painted SYP-Southern Yellow Pine SPF-Spruce,Pine,Fir sqft-Square Feet i TR-Treated \` of NEGy M: =C� Zia.W AS '' �90rFSStONA�.••` t V 1 t Contract: pending MAR - 3 2025 Free Standing Building installed on your level site 25' width x 40' length x 12' inside height Ground Snow 25 W.. z Roof System: 4' o/c trusses Pitch: 4/12 Loading: 30-5-5 standard windspeed 128 mph Walls: 8' o/c 3-Ply 2x6 Glulam Load-Bearing Posts Siding: Patriot Panel 28 Gauge Painted Steel ***LIFETIME WARRANTY*** (Standard Color) Trim Color (Standard Color) Siding: 94 lineal ft 4' Wainscoting Patriot Panel ***LIFETIME WARRANTY*** (Standard Color) Roofing Type: Patriot Panel 27 Gauge Painted Steel with Ridge Vent ***LIFETIME WARRANTY*** (Standard Color) Overhangs: 12" Boxed Vented on 2-eaves&2-gables (Standard Color) soffit and fascia Insulation/Underlayment: 1413 sqft of Radiant Insulation Barrier on Roof 3 - 11 X 11 Insulated Steel-Backed (Standard Color) Overhead Doors with Low Head Room Kit 1 - 3 X 6 8 Fiberglass 9-Lite Entry Door THIS BUILDING MEETS OR EXCEEDS THE 2020 RESIDENTIAL BUILDING CODE OF NYS Cover Sheet FOR POST FRAME CONSTRUCTION Client Name: Joe Ross My Signature affirms this drawing&design to be correct&accurate. Contact' I have received my building permit and have forwarded any changes from code officials to Fetterville.I understand that there are no changes that can be Brian Smith Address• • 245 Youngs Ave. made from this point forward without extra costs being incurred at my expense 800-331-1875 Ext. 104 Mattituck, NY 11952 Email: Phone: 631-241-1781 X X Bsmith@fettervillesales.com Customer Signature Date Drawn By: JR Job Truss Truss Type Ory Ply 250210498 T25 COMMON 11 1 1 Ross FEBS25 Job Reference o tional UFP Site Bulk,LLC,UFP 20120 Run:8.810 s Sep 13 2024 Print:8.810 s Sep 13 2024 Nt7ek Industries,Inc.Thu Feb 2012:48:30 2025 Page 1 ID:o_gOoMgs4VXXv45etwDq_czjFfH-shgyewdGXnr9gD8KknOJfXtKo43gDg4EF21 FXnzjFe ,a1a@ 6-7-14 12-&0_ 184-2 25-0-0 a5-10$ 10- B-7-14 5-10-2 5-10-2 - 6-7-14 -10 Scale=1:43. 5X6= 4.00 F12 19 20 W\\ 2Ki// 6 18 3 21 17 22 2 6 7�p 1 7 bAd 10 9 8 ld 4x4= 3x10 MT20HS= 4x4= 4N= 4x6_ L B-7-4 164-12 25-0-0 r B-7-4 7-9-8 B-7.4 Plate Offsets X Y 2:0-2-6 Ed a 4:0-3.0 0.2-12 6:0-2-6 Ede 8:0-1-12 0.2-0 10:0.1-12 0-2-0 LOADING(psf) SPACING- 4-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.25 8-10 >999 240 MT20 197/144 TCDL 5.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.36 8-10 >827 180 MT20HS 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.11 6 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrbc-MS Weight:114lb FT=20% LUMBER- BRACING- TOP CHORD 26 SP No.1 TOP CHORD 2-D-0 oc purlins(3-3-0 max). BOT CHORD 20 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 2=1839/0-8-8,6=1839/0-8-8 Max Horz 2=112(LC 14) Max Uplift2=-563(LC 10),6=563(LC 11) Max Grav2=2091(LC 2),6=2091(LC 2) FORCES. Qb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0129,2-17=-4680/2313,17-18=4568/2317,3-18=4454/2329,3-19=-4048(2079,4-19=391012090,4.20=3910/2090,5-20=-4048/2079,5-21=445412329,21-22=4568/2317, 6-22=4680/2313.6-7=0/29 BOT CHORD 2-10=2028/4333,9-10=1266/2955,8-9=1266/2955,6-8=2028/4333 WEBS 3-10=1053/627,4-10=49511253,4-8=495/1253,5-8=1053/627 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vutt=130mph(3-second gust)Vasd=103mph;TCDL=3.Ops.BCDL=3.Ops.h=20ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)and C-C Extedor(2E)-0-7-13 to 24-3,Intedor(1)24-3 to 9-",Extedor(2R)9-04)to 15-6-0,Interior(1)154r0 to 22-7-13,Exterior(2E)22-7-13 to 25-7-13 zone;C-C for members and forces&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. Tap chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord 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 nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 663 lb uplift at joint 2 and 563 lb uplift at joint 6. 10)This taus is designed in accordance with the 2018 International Building Cade section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ( O� N Eta, LOAD CASE(S) Standard �. - M C,q , rO CO p/T�2'A� _r � O n Y I N �4A 101356 ki= R�FES SION�� 02/21/2025 CONFIRM FINISH FLOOR Floor Plan HEIGHT WITH CUSTOMER Personal use, 1,000 sgft Eave 2 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 0 0 ao 0o 4- D - N = O 00 - En � (— — — — — — — 7 � — Ridgeline— — � — — — — — — � � �o N o I I I I I I ih I 3'x6'8" 9-Lite Door I I I 0 I I I I I I - 11'x11'Overhead Door 11'x11' Overhead Door 11'x11' Overhead Door I 00 0 I I I I I cn_ ��unu�unpb ego OF NEW'yii ` .• ••.), �';& 2 Ol 11'-0" Eave 1 14 i�CFESSIONA��`�`` �I'P1101 it 2' 6' 12' Post Layout w/ Header Height of 11'-11" from Top of Skirt Board to Top of Header Scale:1/8"=1' `z'l Client Name: Joe Ross Contact' Fetterville Pole Buildings LLC + Brian Smith 245 Fetterville Rd. 111 II 1.1 ► Address: 245 Youngs Ave. 800-331-1875 Ext. 104 East Earl, PA, 17519 2 Fp, r Mattituck, NY 11952 Emai/: Ij �I�R �JLI�► 800-331-1875 Phone: 631-241-1781 Bsmith@fettervillesales.com Drawn By: JR LANCASTEP. PA Radiant Insulation Barrier 12 4 2x4 #2 SPF Roof Purlins 24" O/C 27 GA PTD Steel Roofing Engineered Trusses 48" O/C DOOR PLACEMENTS: 2x6 #2 SPF Tie Down Block Entry Door sets 1-1/2" Down from top of Skirt Board Garage Door sets 2" Down H2.5A HurricaneTies 2-Ply Truss Supports 2x4x12" #2 SPF Support Block Truss Support Size: 2-Ply 2x10 #2 SYP Fastened Via (10)3 1/4" Coil Nails Per Connection Support Size Across Eave II' Span: 2-Ply 1.75" x 9 1/4" LVL's 28 GA PTD Steel Siding Fastened Via (5)5/16"x 4" GRK's Per Connection Truss Bracing: 2x4 Diagonal, B/C Laterals,Web Bracing Per Print 3-Ply 2x6 #1 SYP Glulam Post .131 x 3-1/4" 12D Nails for All 2x4 &2x6 Girts, Purlins, Fascia qunumnr, 12 -0�� Inside Height �a0 OF NF� y� 2x4 #2 SPF Girts 24" O/C ` 10; =n = � Ir •U _ im . Uj�' 22 2x6 #2 SYP TR Skirt Board �9oFFSS10N�.�•`�� FINISH FLOOR HEIGHT: Grade Line 1.5" Down from Top of Skirt Board Conc. FTG 4000 psi 36-42" Depth 0 Collar ap_ SCREW PATTERNS'. 18" Purllns and N1 Sidling Cross Section View No Scale ,l�i/�� Client Name: Joe R Contact: Ross Fetterville Pole Buildings LLCM+ Brian Smith 245 Fetterville Rd. ,'ill1� �� ►1 �" Address: 245 Youngs Ave. 800-331-1875 Ext. 104 Mattituck NY 1i952 East Earl, PA, 17519 3 TRV � .' Emai/: 800-331-1875 �l '0� 'ae° Phone:631-241-17B2 Bsmith@fettervil/esales.com Drawn By: JR "ANCASTEN. PA so ':s t1lss i7 Purlins Attached Via (4)12D Nails Per Connection :: n ss 2x6#2 SPF Truss Blocks posts Notched for Truss Hurricane Ties Attached Via(5)3"x.131 Nails 2x10 #2 SYP •.° 1.75"x 9 1/4" LVL's °. (10)3 1/4" 12D Nails °g (5)5/16"x 4" GRK's g Per Corinpirtion ''° Per Connection °'• 2x4x12" Support Block Attached Via (12)12D Nails ii Girts Attached Via (6)12D 11' Span Nails Per Connection ��ruuurrrrrira�� •```````,,••OF•NISIV•��,''''4 �'Q,�'I _ * �e-I M:it = m: It i9CFESSIO�P to Framing Connection Detail ;�1'��ti !'�1j f' ,* Client Name: Toe Ross Contact: ti_ ,��, Fetterville Pole Buildings LLC Page: Brian Smith�•�i,'cltill) ' 245 Fetterville Rd. 1/ N Address: 245 Youngs Ave. 800-331-1875 Ext. 104 East Earl, PA, 17519 4 �r !fta r,` Mattituck, NY 11952 "'till GJli �1�� Email: EgT. Bsmith@fettervillesales.com 800-331-1875 •, � phone:631-241-1781 Drawn By: JR LANr STELA. PA 00 Eave 1 0 N .-i Eave 2 of r- ¢ m: LU 9CFt;SS10�A 4n1161 40'-0" 2' 6' 12' Elevation Views Scale:1/8"=1' 1 Client Name: Joe Ross Contact: Fetterville Pole Buildings LLC Pages Brian Smith sl!11�;�I 11 ► '' Address: 245 Youngs Ave. 800-331-1875 Ext. 104 East FetterA, 1 Rd. Ir�`I ' Mattituck, NY 11952 Email: East Earl, PA, 17519 5 ,TTE�;��''�II1, esT , j88o Bsmith@fettervillesales•com 800-331-1875 Phone: 631-241-1781 Drawn By: JR LANCASTES. PA Gable 1 i 00 I_LL 0 as 12 � . ' 4 ��gnuipai�yZzk Gable 2 OF.New y�i,� • O �r Q 2-1 m Q ^m: �.w _ fESS10N�� `\`` 2' 6' 12' 25'-0" Elevation Views Scale:1/8"=1' Client Name: Joe Ross Contact: Fetterville Pole Buildings LLCM+ i'll j 1/ N T Address: 245 YoungsBrian Smith 245 Fetterville Rd. Ave. 800-331-1875 Ext. 104 Mattituck, NY 11952 East Earl, PA, 17519 l' TERY�� Email: 800-331-1875 Phone:631-241-1781 Bsmith@fettervillesales.com Drawn By: JR LANCASTE S. PA