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Home My WebLink About52635-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY 061 T1 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICAT11 ' S UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52635 Date: 01/28/2026 Permission is hereby granted to: Zu h Oslo Nursery LLC Po BOX 484 Peconic, NY 11958 To: construct an agricultural storage building as applied for per Planning approval. Premises Located at: 27400 CR 48, Cutchogue, NY 11935 SCTM#85.4-3 Pursuant to application dated 01/14/2026 and approved by the Building inspector. To expire on 01/28/2028. Contractors: Required Inspections: Fees: Agricultural-Farm Building $200.00 CO Commercial $100.00 Total $300.00 Building Inspector V � TOWN 0 " So[1THOLD - BUILDING DEPARTMENT � r o Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 err (631) - (631) - �,, � ho o� �� Telephone765 1802 Fax765 9502 , . �� mm ....,mow. tied I APPLICATIONPERM� For office Use only f t PERMIT NO. � � � Building Inspectors3% 2,0?51 , �,A liin „irtrrns rest ► fi.;+ , +gut in teirntr''tr.incomplete appi,ial ns will in t`` + d"MOO the 1� s not the owner,a ". drizatloh f rrh Pat .,,,shall b4corholleted. Date:11121124 PROPERTY Name:Zuhoski Nursery, LLc SCTM # 1000-473889 88.-1-3�o _ _ ------------- Project Address:2740o Middle Road Peconic NY 11958 Phone#:831-7`34-7`443 Email.111 uhoski @coastalplantin s-comr....................... � . ...... Mailing Address:PO BOX 484 Peconic NY 11958 / i o /i rr, /it 050 Name:Ian Zuhos k i 11 .a.ee-_ Mailing Address:PO Box 484 Peconic NY 11988 Phone#:63,1-`T34-7443 Email:iz u hoSki 9 Coastal planti,np. IEWN,PROf 0161 n ...Name: James A Koppenhaver, P. Mailing Address:55 Van Reed Road Phone#: Email: ko enhaver e @ mall.com � +game:Shirk Pole Buildings LLC Mailing Address:807 Reading, Road East Earl PA 17519 Phone#:717-44,E-6888 Email:h ubbardconst goptonliln-e.net .-I'll I'llNa 00 r 1401t 11ON i, ..a ®New Structure {Addition ❑Alteration ❑Repair n Demolition Estimated Cost of,Project: ❑other 176,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No f r, ,,.r ",r"" ,i, ;,, i ,i,, ✓„ ,, % of/ // ...,. / ,/! r,. „o ro is/ _ r,,, , �... i / Existing use of ro erty: � Intended use of property, �I p p A ricuItur+ cu to Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? OYe's R No. IF YES, PROVIDE A COPY. / 70 / /. o wneir/contra Ss �; ! "" / " /? r r / r , /„ / / „r"" /i w i j Ir/� � r�► I �1 � r, wry ,, / i I / 'rrr / // ,rrrrh6ldj � /r,..". o rco ,,. rr. ..., ,,,,, // ✓ r.�„.. /.. /. ',rra / /.... /i.... //l !!/I, 1. ../ ,,. ,...:;, /�.... //.. /,/ i � 1 / ////rMilan OF rehi6val /,r / � r / � n 1 rri�� / ,1 t� III is f / , li, OM err sir � � I � � �rri `►r r !! oins r �t n �1t aloiroriz d r �/'77i'. has$ ran l� wrr Kars t t sermon 10.4 ' f the New York State,Penal Last. i r i Application Submitted By(print name).�� o tore Agent er, R Signature of Applicant: Date. STATE OF NEW YO R K) SS CO U NTY O F being duly sworn, deposes and says that {s fhe is the applicant (Name ofi J i ual signIng contract)above narnled, i (S)he is the (Contract r' Agent, orporate Officer, etc.) of said owner or owners, and is duly authorized t er 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 ,n �� I day I �of 20 �I fry Public WYER NOTARY PLXzL#C,STATE of N!EW YORK PROPERTY OWNER, AUTHORIZATION i MCs.0 1 UWf.306q G 0 (where the applicant is not the owner) COM �- �� JUN 2 I residing l I g at p to I nA do hereby authorize, a pp y o n my behalf to the Town of Southold Building Department for approval as described herein. Own, Signature Date Print owner's Name 2 OFFICE LOCATION: MAILING AY DRESS:1 P.O. Box 1179 Town :Hall Annex �� ° ��°1115 Southold,NY 11971 54375 State Route 25 a (cor. Main Rd. &Youngs Ave.) �� Telephone: 631 765-1938 Southold, NY �� .,�� 0 www.SOuthol d tC)w.ny-gov tih � Xv d I, qr PLANNING 130A D OFFICE TOWN OF SOUTHOL:D rr L December 9 2028 Decem U. 2026 Ms. Patricia Moore „ 4" 81020 Main Road r Southold NY 11971 Re: ,Site Flan Determination Zuhoski Nursery Agricultural Storage Building 27400 County Route 48, Cutchogue 5 TM##1000-84.-1-4 Dear Ms. Moore: The following re were solutions adopted at a meeting of the Southold Town Planning � Board on Monday, December 8, 2025: . agricultural site plan is for theproposed construction of a 4,800 sq. ft. WHEREAS, this agr�c p agricultural storage g ra a building basement) and 2,400 sq. ft. asphalt area, located on 8.0 acres in the A-C Zoning District., and 11 WHEREAS, on September 10 202 Ian Zuhoski, owner, submitted an Agricultural Site Plan Application for review; and WHEREAS, on October 6, 2028, the Southold Town Planning Board accepted the agricultural application as complete for review; and WHEREAS, on October 6, 202 the Southold Town Planning ward, pursuant to State , ' review Act (SEQRA) 0 NYC , Part 01?.0 (c), determined that B:nv�ronmental Quality the proposed action is a Type e 11 Action as it falls within the following description for 0 NYCRR, Part 017.8(c)(4) "agricultural farm management practices, including ' ance and repair of farm buildings and structures, and land use con�struct�on, maintenance p changes consistent with generally accepted principles of farming , and n Planning Board recognizes Southold Town Code Article WHEREAS, the Southold Tow 0 and 280-97 Ri ht to Farm protected farm practi ces; and XXI Farmland Bill of Rights g r Zuhoski Agricultural Building Page 2 December 9, 2025 WHEREAS, the Southold Town Planning Bloard, pursuant,to §280-133,'C of the cequirementsin, Southold' Town Code, has thie discretion to waive any or all of the, r ing, uses, strictly related to agriculture as long as they 133 for those applications involv* are not necessary to further the objectives set forth "in Town Code §280-1,29 to maintain public heaIth, safety! and welfare; and -133(C) and as detailed In work WHEREAS,, pursuant to Southold Town Colde §2810 lanning Board agreed to �se,ssion s-taff'report, on October 6, 2025, the Southold Town P I aive certain application require eats ' ts of,§ 2810-133, far application �'which involves w , usesstrictly related to agricu ltu re; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code T I f 11 §280-131 B (5)1, has the discretion to va,ry or waive the parking requirements, or SAte ublli would no�t have a detrimental effe�,ct on, �the p c Plan Applications where, cloing so, health, safety or general, 'welfare, and will, not have the effect of null'ifying the intent and J M prow,sion ofthe Site PIan Req,uirernertts chapter of the Town Code; and WHEREAS, the, P lannt'ng Board has,found that this applicati,on is eligible for, a waiver of' 0 parking, requ,trement's because there is no, need to provide for, parking as,the application, i arge lative i or employee use only, and the parcel *s, I in size re i's for an agricultural use, is f to the proposed structure; and -suant to Southold Town Code WHEREAS, on October 22, 2,02 5,,, the Planning Board, put comments; §280-131(C), distributed the applicati",on to the required agencies for their corn and WHEREAS, on October 22, 20,25, the Southold "Town Fire Marshal determined, that i ; and there is, adequate emergency access, and fire protection for the proposed bu*l,d'in WHEREAS, on October 23, 2025,, the Southold Town Code Enforcement officer verified that there were no open violations, on the subject parcel; and 00 r ion 23, 20,25, theTown of Southold Local Waterf ont vitalization WHEREAS,, on October, ewed the proposed project and, determined the project to be Pro ram coordinator rev l" consistent with Southold Town LWR,,P policies; and WHEREAS, on November 3, 2025, the Public Hearing was held and closed; and WHEREAS, on November 20, 2025, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on December 8, 2025, Thy C. Wolpert, of Young &Young Associates, submifted five (5) prints, of the proposed site plan as required; and 'the Southold Town Planning Board determined that WH EREAS, on December 8, 2025 1C Article XXI'VI §28U — bite P'lart all a licable requirements of the Site Plan Regulationsl pp Approval of the Town of Southold,, have been met; and Zuhoski Agricultural Buildin�, Page 3 December 9, 2025 WHEREAS, on December 8, 2025, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Storage Building as a permitted use in the Agricultural Conservation (AC) Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirement for certain Site Plan Application re quirements for this agricultural site plan as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements for this agricultural site plan as noted above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval of the Site Plan entitled "Zuhoski Nursery, LLC if prepared by Howard W. Young, L.S. dated August 5, 2025 and last revised December 4, 2025. In addition, p lease be aware of the following Town Code requirements: )> Approved site plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. )> Any changes from the approved site plan shall require Planning Board approval. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department. If you have any questions re garding the above, please contact this office. ,es pectfully, Jame�s H. Rich III Chairman Encl. cc: Building Dept. w/map Zuhoski Agricultural Build% Page 4 December 9, 2025 By signing this fetter, the applicant acknowledges that there are Town Code I If including �those listed above, that must, be satisfied prior to requirem nd ents a condtions, W tbe pissuance of a Certificate of O,ccupancy. Applicant Print name,: c> ...... A a:5' Signature.: Date. (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 PURP05E AND ARE NOTTO BE USE0 TO ESTABLISH PPOPERTYJ HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENr_)IN6 INSTITUTION.CERTIFICATIONS ARE NOTTPANSFERARLE TO Abbl' - . 11 f,-,;,�, -," 11, ,�`��,,,i I 1� - M, I I -11 - I -" � , j-, � -11 ill �V, _" , " , I �,_` __ e,ir r_ilf -I I I - --��', � -,'t,,:, I �1�'' 11 �, I � � I - �I � ,,'�, �, - .-,, _�,;I_ ,� I I I I I i,y_ -A �, " '' ,- �,�,_ I I _ " "" " I I I I I , , -� -, 'A -1, ,--,-�� I '_ I � I , I I I ,T_;!,_- _ _11" 1_711�t -1 I � I - " I - - � 11 - - . 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NAILS PUCE INTO PO METAL SIDING VENTED ; p cz O co PAINTED SCREWS OVERHEAD GABLE TR SS SOFFIT � z 2X4 ROOF? STRUCTURAL DOOR TRIM Ln PERUII�S 9" ON CENTER POST OVERHEAD F&J TRIM OVERHEAD DOOR M �- ,K ROOF USSES DOOR WEATHERSTRIP SIDING 1120 RIDGE CAP METAL SIDING & ROOF PURLIN GRK STRUCTURAL OVERHEAD DOOR GABLE OVERHANG c DETAIL ROOFING FASTENERS FASTENING DETAIL TRUSS SCREW TO POST CARRIER FASTENER DETAIL HEADER DETAIL DETAIL r . SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1 'O" SCALE: 1/2" = 1'0" DESIGN W 0 o Q_ U DOUBLE TREATED PAI DOOR POST 0 DFlSTEEL WALL POST 2X4 ROOF PERUN 6 DOOR JAMB 2X6 FACE BOARD D E 4-34" 2X4 WALL 6 NAILS ROOF > 0) GALV. NAILS GIRT PER TRUSS TRUS " 0 � 2� GALVANIZED PAINTED � � Q Q . . DECK SCREWS . . Q_ > 6-34 PUCE ROOF TRUS VENTED � -� 0 GALV. NAILS 28 GA. PAINTED STEEL 0 E � 28 GA. PAINTED STEEL. 4 NAILS PER J CHANNEL SOFFIT C . E C ROOFING INSTALLED W/ EACH SIDE POST F&J TRIM > Q SCREWS & WASHERS; : . TRUSS < cn � 2X4 BOTTOM CHORD CARRIER ° — o PERMANENT LATERAL 2X6 TI METAL SIDING E BRACIING (SEE TRUSS SIDEWALL GIRT BLOCK [TRUSS TO TIE BLOCK ENTRY DOOR 12"EAVE OVERHANG (D Ln 0 WG FOR SPACING) FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL E Ln >11 2X6 SPF SCALE: 1/2" = 1'O" SCALE: 1/2" = 190" SCALE: 1/2" = 110" SCALE: 1/2" = 1'0" 0 E 2X4 ROOF FACE BOARD D w URUNS 24" OC. PAID OWNER Lo TEEL rFASCIA co I VNTED OFF IT a�. �".—`.�.�...�'.-- --�. PRE ENGIINEERED ROOF H-10A HURRICANE CUP NELS If 11 __T ui 0 cn TRUISSES 48" OC. TEEL 3-2X12 MSR SYP TRUSS CARRIERS F&J TRIM 2X4 SPF DIAGONAL BRACE cn FROM MDGEUNE TO BOTH EAVES ui PRE—ENGINEERED >= ROOF TRUSSES 48" OC. 4 PLY 2X6 GLU—LAM POSTS 8' OC. TYP. X2& x cn z 2X6 WIND UPLIFT TIEDOWN BLOCK TRUSS NOTCHED ., #1 SYP TRUSS CARRIERS INTO POST CD I I 1 3: LJJ om 2X4 SPF SIDEWALL GIRTS 24" OC. (� WALL BRACING REGUIREMENTS: WALL BRACING 29 GA. STRUCTURAL STEEL L INFORMATION SHOWN REQUIREMENTS: PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWINGS THE OF WALL PURUNS WITH SCREWS PROPERTY OF SHIRK 28GA STRUCTURAL POLE BUILDINGS L L C. STEEL SIDING THIS DRAWING MAY NOT 2X4 SPF WALL GIRTS 24" OC. PANELS INSTAU.ED WITH SCREWS BE REPRODUCED 1MTHOUT PERMISSION. BUILDER AND GRADE GRADE =7/ OWNER ARE RESPONSIBLE 2X8 PRESSURE TREATED PRESSURE TREATED TO VERIFY ALL DIMENSIONS GRADE BOTTOM 6 —4000 PSI SYP SKIRT BOARD SYP GROUND CONTACT BEFORE CONSTRUCTION ( CONCRETE FLOOR 2X8 SKIRT BOARD DRAWN BY: ALS OF SKI OAIRD) - OPTIONAL REVIEW: • • • \\/\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\,�/ \/\\/\\r/\\ // //� 3 4" STONE BAS COMPACTED %\//\ //\//\//\//\//\//\//\//\//\/ /\i�/\//\//\//\//\// \ \/ \j REVISIONS: '/ OPTIONAL SOIL BACKFlLL � � �/\\/\ \/\/\/\/\/\/\/\/\/\ . /�� \� �\\� POST SAVER PATENTED UPLIFT NOTCHED \ %j//j SAVER PATENTED UPLIFT NOTCH® /%\, 3000 PSI. j \\ \ POST W/12 CONCRETE \. FOOTING SEE SIZE�\ POST W/18" CONCRETE / / ti r ( /\\ ;, \\ \ 3000 PSF SOIL \\ \\ ON FLOOR PLAN \ Fw DATE: 11 /6/24 3000 PSI. CONCRETE FOOTIN �\ //\i/��/��/��/��/\//\// SIZE ON FLOOR PLAN \/ \ y (SEE ) SITE: Z U H 0 S K � � w TYPICAL FRAME i\\j\\j \\ TYPICAL FRAME SECTIONS SECTION /\//\// // \ \ \ \/ r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\ SECTION r\\r\\r\\ `�°C "'�J 2 ( ENDWALL VIEW ) (SIDEWALL VIEW ) ° Ss��NP SCALE: 1 /4 = 1 '019 SCALE: 1 /4" = 1 '0" I BUILDER U J J NOTES AND DETNLS A4. 8 CONCRETE FLOOR ( OPTIONAL) BU � LDNG DES � GN FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. ° A4. 1 GRADING & EXCAVATION ` � „k a SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN . FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY A4. 9STRUCTURAL SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR ( UNLESS BUILDING USE— STORAGE x NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED , WITH ALL m LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED . USE GROUP = S2 RISK CATEGORY I a o A4. 2 FOOTINGS EXPOSURE CATEGORY= Cco STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT SEISMIC DESIGN CATEGORY= B Z FOOTINGS SHALL BE A MINIMUM OF 36 " DEPTH FOR FROST PROTECTION OR ; HEIGHT AREA LIMITATIONS= 513 UNPROTECTED '+ LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD = AS PER DESIGN co FOLLOWED . DRY MIX CONCRETE HYDRATED IN — SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS— 1 OTHERWISE SPECIFIED . TOTAL FLOOR AREA ( SQ FT) = 4800 DESIGN A4. 3 FRAMING BUILDING VOLUME ( CU FT) 102, 400 W o E LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. STRUCTURE IS DESIGNED FOR ASCE 7- 16 ULTIMATE WIND SPEED , VULT- 130 MPH LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN 3 SECOND GUST AND NOMINAL DESIGN WIND SPEED VASD = 103 MPH . m YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU- LAM . FB2150, FC- 2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF > � 0' FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND NT T UMBER SHALL BE TREATED TO AWPA U1 - 09 ( COMMODITY SPECIFICATION A @48 BELOW GRADE UNLESS NOTED OTHERWISE . � � QQCO AC L 0 30 PSF( LIVE) MIN . SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. 0 USE CATEGORY 4B AND SECTION 5. 2) AND ASAE(ASABE)EP559, . 60 CCA MINIMUM AND SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4. 1 c0 A P P C A B L E BUIDNG CODES � = A4. 4 ROOF TRUSSES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: � � � ROOF TRUSSES SHALL BE PRE— ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, `� o � � COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7- 16 Ln �Q) Ln o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A4. 1 "1 DES GN REFERENCES : E Ln >, C3 _:�;: E SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION D w OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN . THE DESIGN PROFESSIONAL OF AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OWNER RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502. 11 . 1 SOUTHERN PINE COUNCIL ( JOISTS & RAFTERS/ HEADERS BEAMS) & IBC 107. 3. 4. 1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. AMERICAN NATIONAL STANDARDS 117- 2010(ANSI ) A4. 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS SOUTHERN BUILDING CODE CONGRESS ( SSTDIO) Lo PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS ASCE MINIMUM DESIGN LOADS FOR BUILDINGSW 0 AND OTHER STRUCTURES AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER ( EDITION 10) WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WINDui >m UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN A4. 12 WARRANTY NOTES M j ACCORDANCE WITH IBC SECTION 2304. 9. 1 , 2308. 10. 1 , AND 2308. 10. E z a A4. 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON ( S) OR COMPANY OTHER THAN ' WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND REQUIREMENTS, IBC CONSTRAINED / UNCONSTRAINED POST REQUIREMENTSBc POST TO FOOTING CONNECTION . ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND /OR SHIRK POLE BUILDINGS LLC. 0 00 0 TO MEET DESIGN LOADS SPECIFIED . NAILS USED IN . 60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND OR STRUCTURAL MODIFICATIONS INCLUDE 10 0 SPLINTERING OR DAMAGING SAWING ANY CUTTING,, , 'qT UJ SHALL BE 12D HOT DIPPED GALVANIZED ; ASTM A 153 PLATED 1 . 2 MIL SCREWS, AND A DRILLING, �• 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE ��tpN§EsTNE�450I IIbg'PME; DA /FGRN � JC49�-,FAWSM6blb ICPA946�-S ALSO INCLUDE: MINIMUM # OF 12D NAILS IN I ' STRUCTURAL TIMBER IS 1 PER 2" BOARD WIDTH . ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN — TO' S, ATTIC ALL INFORMATION SHOWN TRUSS CARRIER CONNECTION TO POST: .-5-)) STORAGE ,GRK RSS STRUCTURAL SCREWS SCREW STORAGE , CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. ON THIS DRAWING Is THE 16 PROPERTY OF SHIRK VALUES; LATERAL DESIGN VALUE= 333 LB , TENSILE STRENGTH = 139 , 000 PSI , SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLIE BUILDINGS LLC. FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS THIS DRAWING MAY NOT PULLOUT 2644 LBS, HEAD PULL THROUGH - 825 LBS, MIN . BENDING ANGLE= 350 BE REPRODUCED WTHOUT NOT APPROVED BY A CERTIFIED ENGINEER . PERMISSION. BUILDER AND A4. 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OWNER ARE RESPONSIBLE WITH 9 WOODGRIP , �" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED TO VERIFY ALL DIMENSIONS # 4 BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAM BY: A L S MFG' S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVIEW: #1 GRADE 80, 000 PSI MIN . TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; DATE: 11 /6/24 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. = NEwy SITE: ZUHOSKI ' DETAILS ti ra w lei -ssI0 P L I SEQN:182422 COMN Ply: 1 Job Number: 34563 Cust:R 6697 JRef:1Y4P66970008 T135 FROM: Qty: 10 /34563/Shirk Pole/Zuhoski DrwNo: 310.24.1634.17410 Truss Label:..30Ags/Com/601412 / PPH 11/05/2024 30' 397"1,q 6'4„8 { 336'1 10'10"9 a2'4"13 20'4"2 23'7"1 36'4"8 4T8"3 49'}"7 60' 1 10'10"9 y'5'd5 8-0"5 3'3"6 6'4"8 8.0"5 1'S'A5 10'10"9 1118X 1 F(**) S 12 55 6X8 \6G8///6X8(**) 4 12 %6X8D(**) E KK 6X6 \\\4X4 C6 (a (a) O/4J4 T1 B (a W (a) (a (a) W7 W T6 A W1 K =14 S' R Q B2 P O N B3 M L =H0615(A2) H0615(A2) =5X6 1115X8 =H0508 1115X8 =H06106 =H0610 60, 12'9"8 �'2'8 10'3"3 5'8"13 5'8"13 10'3"3 �'2'i8 12'9"8 12'9"8 1'4 24'3"3 30' 35'8"13 46 7 2 8 60 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft1CSl Criteria ♦MaximumReactions Ibs Gravity Non-Gravity TCLL: 30.00 Wind Std: ASCE 7-16 Pg:30.0 Ct:1.2 CAT:II PP Deflection in loc Udefl U# � TCDL: 5.00 Speed: 130 mph Pf:25.2 Ce:1.0 VERT(LL): 0.944 P 758 240 Lac R+ /R- /Rh /Rw /U /RL 5 Enclosure:Closed Lu: - Cs:1.00 VERT(CL) 1.265 P 566 180 S 4832 /- /- /1443 /1516 /432 BCDL: .00 Risk Category:II BCDL: .00 g ry' Snow Duration:1.15 HORZ(LL): 0.321 K - K 4832 /- /- /1443 /1516 /- EXP:C Kzt:NA HORZ(TL): 0.431 K Wind reactions based on MWFRS Des Ld: 40.00 Mean Height:20.00 ft NCBCLL: 10.00 Building Code: Creep Factor:2.0 S Brg Wid=8.2 Min Req=4.0(Truss) TCDL:3.0 psf K Brg Wid=8.2 Min Req=4.0(Truss) Soffit: 2.00 BCDL:3.0 psf IBC 2018 Max TC CSI: 0.816 Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to hl2 TPI Std: 2014 Max BC CSI: 0.956 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:6.00 ft Rep Fac:No Max Web CSI: 0.718 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT/PT:2(0)/2(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 HS,WAVE VIEW Ver:24.01.02B.0726.21 A-B 5919 12327 F-G 4799 -8914 B-C 5765-11682 G-H 4774 -9061 Lumber Wind C-D 5797-11613 H-1 5797-11613 Top chord:2x8 SP SS Dense;T1, Wind loads based on MWFRS with additional C&C D-E 4774-9061 1-1 5765-11682 T6 2x8 SP 2400f-2.0E; member design. E-F 4799-8914 J-K 5918-12327 Bot chord:2x6 SP 2400f-2.0E;B2, Wind loading based on both gable and hip roof types. B3 2x6 SP SS Dense; Maximum Bot Chord Forces Per Ply(Ibs) Webs:2x4 SPF#1/#2;W1,W8 2x4 SPF Stud;W2, Additional Notes W7 2x4 SPF 2100f-1.BE; Chords Tens.Comp. Chords Tens. Comp. WARNING:Furnish a copy of this DWG to the Bracing installation contractor.Special care must be taken A-R 11490-5474 O-N 7198 -3244 during handling,shipping and installation of trusses. R-Q 9454-4499 N-M 9454 -4376 (a)Continuous lateral restraint,equally spaced on See"WARNING"note below. Q-P 9454-4499 M-L 9454 -4376 member. Per TPI,in all cases where a Truss clear span is P-O 7198-3244 L-K 11490 -5395 Plating Notes 60'.or greater,the Owner shall contract with a Special Inspector to perform special inspections. Maximum Web Forces Per Ply(Ibs) (**)3 plate(s)require special positioning.Refer to Special Inspections shall assure that the Trusses, scaled plate plot details for special positioning including the Temporary Installation Restraint/ Webs Tens.Comp. Webs Tens. Camp. requirements. Bracing and the Permanent Individual Truss Member B-R 919-1256 F-N 2505 -1198 Restraint and Diagonal Bracing are installed in R-D 1946 -970 N-H 1347 -2232 Purlins accordance with the approved Construction D-P 1347-2232 H-L 1946 -970 In lieu of structural panels or rigid ceiling use purlins Documents and the approved Truss S P-F 2505-1198 L-J 919 -1256 to laterally brace chords as follows: Package. OF NEW Chord Spacing(in oc) Start(ft) End(ft) NEW y TC 24 0.00 30.00 HED �A TC 24 30.00 60.00 BC 59 0.15 59.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. r cu Loading Z Bottom chord checked for 10.00 psf non-concurrent 105603 live load. Truss designed for unbalanced snow loads. /QQ� tirp d_ 11/05/2024 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPO TANT** FURNISH.THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin9 shipping,installing and bracing.. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing Per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceilin9.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint((CLR),installed with diagonal bracing installed on the CLR per BCSI sections 63,B7,or B10,as applicable. Appply plates to each face.of truss and position as ALPINE NEshown above and on the Joint Details, unless no otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not.be responsible for any deviation from this drawing,any.failure to build the 4NRW CGW NY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation.and bracincl of trusses. A seal on this drawng or cover pa gqe 155 Harlem Ave listing this drawing indicates acceptance of professional engNeenng responsibilittyy solely-for the design shown.The suitability and use of this North Building,4th Floor drawing for any structure is the responsibility of the Building esigner per ANSI/T 1 1 Sec.2. Glenview,IL 60025 For more information see these web sites:AI ine:al ineitw.com;TPI:t inst.or ;SBCA:sbracom onents.com;ICC:iccsafe.o ;AWC:awc.or