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HomeMy WebLinkAbout48939-Z uFFoc Town of Southold 1/21/2024 0 P.O.Box 1179 o 53095 Main Rd �,fj�! aor4 Southold,New York 11971 . CERTIFICATE OF OCCUPANCY No: 44880 Date: 1/21/2024 THIS CERTIFIES that the building FARM BUILDING Location of Property: 7305 Wickham Ave, Mattituck SCTM#: 473889 See/Block/Lot: 107.-5-6.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/9/2023 pursuant to which Building Permit No. 48939 dated 2/22/2023 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: agricultural storage barn on existing farm as applied for. The certificate is issued to North Cliff Vineyards LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED fl c\ n firi7ign,ature J �o�g�fFO(,�co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE x SOUTHOLD, NY y�ol � �a�fl�• 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#: 48939 Date: 2/22/2023 Permission is hereby granted to: North Cliff Vineyards LLC 688 Main Rd Riverhead, NY 11901 To: Construct agricultural storage barn on existing farm as applied for, with Land Preservation and Planning Board approvals. At premises located at: 7305 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-5-6.3 Pursuant to application dated 2/9/2023 and approved by the Building Inspector. To expire on 8/23/2024. Fees: FARM BUILDING-NEW $150.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 Building Inspector OFFICE LOCATION: BLAMING ADDRESS: Town Hall Annex tf S'QUl�O P.O.Box 1179 54375 State Route 25 � ,` Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) . `O . Southold,NY Telephone:631 765-1938 ' www.southoldtownny.gov PLANNING BOARD OFFICE '�` TOWN OF SOUTHOLD J A N 1 6 2024 January 16, 2024 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved Site Plan for North Cliff Vineyard Agricultural Storage Building 7375 Wickham Avenue, n/e'of Mill Lane &Wickham Avenue, Mattituck SCTM#1000-107-5-6.3 & 6.5 Dear Mr. Kelly: The Planning Board has found that the requirements for the Site Plan referenced above have been completed based on the site inspection made January 4, 2024 and the Planning Board work session on January 8, 2024. The subject site is in general conformance with the approved site plan entitled "North Cliff Vineyards Liability Company" prepared by William Kelly, dated August 15,.2022, and the Planning Board supports the issuance of a Certificate of Occupancy. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, PL,A ?-- I I James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer *�OE SOUI,�o# TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o A ' DATE 9110/)0 INSPECTOR V� �F SObTh°�o * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FO NDATION 1 ST [ ] ROUGH PLBG. [ ] OU NDATION 2ND D [ ] INSULATION/CAULKING [ FRAMING /STRAPP N9 [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: wl ` d DATE INSPECTOR Q �aOF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. `ycourrn,��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: mv ov--/ lwmtllvv .la",I DATE INSPECTOR a .t �4A -dCC It �t i ND= _ V D I ., _ if t !71 •` �• f�' yJi C�� - 'K} .� , •�:� •mil• `+! t "Z�� ^ J 'LTtDTCL�7"�S'." -,1. � �rrl• �i 4 .,l� y 1 7 - yr { A( 1 r a I► j �t.v � ' . J'+,' i �,;� Ate. i .�• �y...t-. � - ., ,� .. ,� .- '." _ y - .. a , , -'� � \_. IYr �- dij; Y~ - st f, x�� r' r- iS' J� + s� ;;� i fie � i ' - .H/' �. �F � � �� ems. ;z�w ,. , � � i f .t � � � i � .r ��_ �" "•�' � ram. ' � � � r' r ,� � � � i� b � _1 ) � +ice.sr• , �' � �;`Y ,. � *. y � ' .� �� ` .� ' ., s � ti �� '.. � �� i. J►�:. r..f.� �."" yr � '; � �_, t;; .._` r� � T �. ;y ,l �•� t #>- at ,No . -4, 0. a 9 p 't " A. , 0." V Tp a*WOWNMOL M309mimns �lIMi( 9I �) 1 Ec S I' v � 4 2r y '•iEi•'a�.: 'i ..�;-i jr - „ < :� 'C� +.'t i 3t sa• 7^��(' ••�+a - .t'' !v �w `F4' „*`•^�,,. �c�., �����Ti '�„���� � KF _ :� ��. µ�++r '-'fit'• �.l„� 4.Y ,� +' '� �_ t J.T� fly. S: •IIK..�� 'f� � ��'Y"4^./t ^'�eYY • My �5.+ � EI�.p�.' �� - V� Fi.-._ r .f.' � 1•y ���.... _r�^�i ? irk ��� � •c '�i _ -.. �u '� v� �:+ '•1a` � ! •� .tea' r . ,, �-=,+ i- �,•y `= C'y '� 1`� •�l"N s� 3. '°"" -.(.1..•'t, '►T,77• 3,; may. �_ v' Y." �� �!Mip,�, / alp i.!R• �� - - �.V "� - ��"`����14y'La�,• ,. IF lye^ !� 7�� /'�rM �a • l� fire F •. 2� G . _ �7.. IT 4—Ma 1�• ♦ii ��I^ .�,,1��.� .%,, i',% ,�'Li.�Js��,� � .� <"�A- ".�:� a �iV_nii-•��`w'j`►'s.'��ti�'�.`����. `i. �ii ,;.�'�''�'y���1�,-,,,,�y ./•� aQ-� �'� i� � .IOA �-•�'� i� ..'�� O' i i I 1� x �FF �a as t� goo ., ;" fit• t .� � *a IA Is jar ELD INSPECTION REPORT DATE COMMENTS t� din FOUNDATION (IST) ----------------------------------- FOUNDATION (2ND) OIL � z y ROUGH FRAMING& PLUMBING r r� INSULATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 3 ,a3 o Pc I Q 3 8 S r 8P tco mc� 6 - o �Z m a k .d O 'z �-3 �3 o�gUffDiXe© TOWN OF SOUTHOLD—BUILDING DEPARTMENT Rj Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 py�A• �a Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Yf,,;,�ai ilf Date Received APPLICATION FOR BUILDING PERMIT AW 'D For 0�el � � ��q E PERMIT NO. LM � Building Inspector:_Ins �U 7.022 Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT. .applications will not be accepted. Where the Applicant is not the owner;an "TOWN OF SO€THOLD Owner's Authorization form(Page 2)shall be completed. Date: — Z—ZDZ2 :OWNER(S)OF`PROPERRT�Y.:,., 1/" Name: �7� If�►��f�� �...L� SCTM#1000- Project Address: 7-7 I�T�AM JZD 770 Z Phone#: �`�o' Z� _ -n e). Email: Pp1F{£�✓dr14rt11C���r�vlAyGr'c�S'.. Mailing Address: CONTACT PERSON:-' Name: L� Mailing Address: ZZ7Jso— Cnz L4 uxu� 1.(C��S Phone#:�?JI.OS—_! Email:�� m.VdI aMOf t0n6L;JIdl S . DESIGN PROFESSIONAL.INFORMATION: Name: [ �� NTH! 40, Mailing Address: ZZ5055 Phone#: A14VEmail: CONTRACTOR INFORMATION: Name: Mailing Address: ] - �$ Phone#: Email: DESCRIPTION.OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Yes ❑No Will excess fill be removed from premises? Dyes XNo 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? )eyes El 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 23.6 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, 444-4-11A Authorized Agent ❑Owner Signature of Applicant: Date: L—Z—z(JZZ STATE OF NEW YORK) SS: COUNTY OF 4u-� L11� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the A n c (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 perforrWd in the manner set forth in the application file therewith. Sworn before me this —dayoff/^� ,20 r�� �� '�NPN1D IF°G''�• N t Pali J o eLc;:99a� 7 : ID Number .�— NO.Ot atazt — PROPERTY OWNER AUTHORIZATION = :A: •'� (Where the applicant is not the owner) �00-� ~ � 'y0����` A� residing at �"o`O�� I " 4:� "do hereby authorizeLL�.1� apply to a Ion T— my behalf to the oY Southold Building Department for approval as described herein. Co ZZ Owner's Signature ate Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 3, 2022 TO: Bill Kelly (North Cliff Vineyard, LLC) 22355 Cox Lane Unit#4 Cutchogue,NY 11935 Please take notice that your application dated June 2, 2022: For permit to: Construct a Morton storage building on vineyard land at: Location of property: 375 Wickham Avenue, Mattituck,NY County Tax Map No. 1000—Section 107 Block 5 Lot 6_3 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV Section 280-127 the proposed use requires site plan approval from the Southold Town PlanningBoard. oard. Additionally,Town Development Rights for this parcel have been acquired. Land Preservation approval is required for the proposed construction. Lastly,the proposed construction on this 871,000 sq_ft parcel in the AC District is not permitted pursuant to the Bulk Schedule which requires a minimum front yard setback of 60 feet The site plan shows a proposed front yard setback of 35 feet. You may now apply directly to these agencies. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, Land Preservation, ZBA OFFICE LOCATION: MELISSA A.'SPIRO ���� � Town Hall Annex LAND PRESERVATION COORDINATOR . 54375 State Route 25 melissa.spiro@town.southold.ny.us �t (comer of Main Rd&Youngs Ave) Southold,New York Telephone(631)765-5711 yv P Facsimile(63I)765-6640 ® ! MAILING ADDRESS: P.O.Box 1179 www.southoldtownny.gov Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD —— -- - -RE.CE1,*tV/FL1J SEP `T 2R? I To: Mara Cerezo, Planner Southold Town j From: Melissa Spiro, Land Preservation Coordinator Plai�ning Board Date: September 7,2022 Re: Request for Review: Site Plan for North Cliff Vineyard Storage Building 7375 Wickham Avenue, Mattituck SCTM# 1000-107.-5-6.3 Town Development Rights Acquisition Name: Adrian H. Courtenay, III At its regular meeting held on August 30, 2022,the Land Preservation Committee reviewed the August 16, 2022 referral from the Planning Board. The Committee presented and passed the following motion: The Land Preservation Committee members have reviewed the Planning Board's August 16, 2022 request to review the Site Plan for North Cliff Vineyard Storage Building. The Agricultural Site Plan is for the construction of a one story 3,374 sq. ft. storage building to store farm equipment and supplies on a±20 acre farm which has development rights held by the Town of Southold in the AC Zoning District. The recorded easement for the property allows land within the Easement to be used for agricultural production as defined in Chapter 25 (now known as Chapter 70)of the Southold Town Code. The Land Preservation Committee members reviewed the request and found that the proposed storage building to store farm equipment and supplies is consistent with the purposes and other terms and conditions of the recorded Easement. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �®f SO P.O. Box 1179 54375 State Route 25 ®�� ®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov uw% PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 9, 2022 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Site Plan Determination — North Cliff Vineyard Agricultural Storage Building 7375 Wickham Avenue, Mattituck SCTM#1000-107-5-6.3 & 6.5 Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 7, 2022: WHEREAS, this agricultural site plan is for the proposed construction of a 1-story agricultural storage building (42' x 75) with an open porch (8' x 28'), along with 2 (10, x 8') drywells for roof water run-off with Development Rights held by Southold Town in the AC Zoning District, Mattituck; and WHEREAS, on August 15, 2022 William Kelly, authorized agent, submitted a Site Plan Application for review; and WHEREAS, at their work session on August 22, 2022, the Southold Town Planning Board accepted the site plan application as complete for review; and WHEREAS, on August 22, 2022, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(4),which states that the following actions are not subject to review under this Part: "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming"; and WHEREAS, pursuant to Southold Town Code §280-133(C) and as detailed in work session staff report on August 22, 2022, the Planning Board agreed to waive certain North Cliff Vineyards Agricultural Page 2 November 9. 2022 Storage Building application requirements of§ 280-133 for this application which involves uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on August 25, 2022, the Planning Board, pursuant to Southold Town Code §280-131(C), distributed the application to the required agencies for their comments; and WHEREAS, on August 30, 2022 the Southold Town Land Preservation Committee determined the recorded easement for the property allows land within the Easement to be used for agricultural production as defined in Chapter 25 (now known as Chapter 70) of the Southold Town Code, and found that the proposed storage building to store farm equipment and supplies is consistent with the purposes and other terms and conditions of the recorded Easement; and WHEREAS, on September 7, 2022, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcels; and WHEREAS, on September 7, 2022, the Southold Town Fire Marshall stated there were no objections to the proposed site plan; and, WHEREAS, on September 26, 2022, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with the LWRP; and WHEREAS, on October 26, 2022, the Mattituck Fire District determined that there were no objections to the proposed site plan; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirement for certain application requirements as described above; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan of property for North Cliff Vineyards Liability Company prepared by William Kelly, dated August 15, 2022, and authorizes the Chairman to endorse the Site Plan after Condition A below is met: Conditions: A. Prior to endorsement of the site plan, a use certification must be obtained from the Chief Building Inspector as required by Town Code. B. Any future exterior light fixtures not shown on'the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. i North Cliff Vineyards Agricultural Page 3 November 9. 2022 Storage Building i In addition, please be aware of the following TowCode requirements: ➢ Approved site plans are valid for eighteen jllonths from the date of approval, within which time all proposed work must b completed, unless the Planning Board grants an extension. ➢ Any changes from the approved site plan hall require Planning Board approval. ➢ Prior to the issuance of a Certificate of Ocupanciy, the Planning Board must inspect the site to ensure it is in conformitiwith the approved site plan, and issue a final site inspection approval letter. Shoed the site be found not in conformance with the approved site plan,io Certificate of Occupancy may be issued until the Planning Board approves he changes. A copy of the Approved Site Plan is enclosed for)our records. One copy will also be sent to the Building Department. I If you have any questions regarding the above, pease contact this office. LLIP—Q— I -Z�4A' I Dona . Wilcenski Chairman I I Encl. cc: Building Dept. w/map By signing this letter, the applicant acknowledgEs that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: LI.�C�f�L � J/t , Applicant Signature: Date:i ZDZ� i PC,- -'My. -7 SK) .0 -.-o• ;:.:5 go SURVEY OF PROPERTY M I L L L A N E O AH" NOT mc) MATTITUCK T()W-iN OF so UTHOLUD C: -0 TAL AREA. 2`0.0384 Acres MEW YOU U0 0 0 zC)7-7- 0�4 Q(I North OW LLC ap Title Ins'aarict compo.y AOeA N APL;> PZAZ&144FE—� 0V N 20'48'05" on W N 20o40',q5" V1 759.27' 0 tv N 21ol8'50*' 235,6i' N 22'07'30 W 212.13' .. ......... 3 --tj-fe fc? zc>-- vu O zo 10 Is, 5' o Ct :2 un r9 W 0 Sao -r so :0 0 lflE: 0 0 C� WKS, 1 2 q\}`�Yj� �� / lip Fb..X7 FIA� C�l 11 u 0. CD 7,54 1 C o -7 0- D .................. i4C2 99 co o 3 4SS 5.P O. -T c tF FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: ! 13 ! as Date Sent: f ! - l J� _ ���' Project Name: oo r`/k Project Address: Suffolk County Tax Map No..1 '000= Zoning District: Iq( LAI _ Request: , o wn ��v o -{s r"i rLov rY[ed� on r ' Gt rZov� 2e ortin docum nt ton-as to �e�'�iiCG�� (Note: Copy of Building Permit Application d supp 9 proposed use or uses should be submitted.) -Initial Determination as to whether use is permitted: I nitia Determination as to whether site plan is required: Signature of Building Inspector Planning Department (P.D.) Referral: ! Date of Comment. ! ! P..D.-Date Received: ! — Comments: Signature of Planning Dept. Staff Reviewer IFinal Determination Date: / ! Decision: c;--nfi rP of Riiildina Ins,nPotor FOR INTERNAL USE ONLY ® ED SITE PLAN USE DETERMINATI N JUL � 4 2a22 `"_5outhoid Town Planning Board Initial Determination � Date Sent: f !� as -��: - - Dat l3 e: f_- _ Project Name: 1 Project Address: �05 &Ic1� _ . p _ Suffolk County Tax Map No.:1000�_ Zoning District: A� - Requesf: III . �s � 2� ��'' - n rr�e.� �►� ortin docu rit ton as to (Note: Copy of Building Permit Application d supp g m proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial-Determ ination as to whether site plan is required: Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received. ! 6 ! -Date of Comment-..—� � � Ltln Comment:. Signature of Plan ' g Dept.-Staff Reviewer Final Determination Decision: o;-„afiirP of Riiildina Insnector ............................ .............. ........... .............. N -N+ CLX-FF ROPERTY VEY OF P SUR MILL LANE Vz MATTITUCK �'()W-.N 0 SZOUIMOLLD > p St.FF1 ;.K C Acres zo ZZ y U.0 AZEA o & La 14 C) w 0 > 0111 N 20'48'05" W N 20040"15" W 789.27' . ,4,- 76.43 N 2tol8'50" V! 235.6i' N 22o07'30" W 212.13' 0 -1 1 - -- ------ tv t - ------- I C7 zctf -0 , '- m E o in 26 LO C) Gj / � -� ti 0- lip N 18 Wi '22 . a ET Y- io —71 ....... ....... ? /.-SS 5.P x WAT41 R L; — I F- CF _V 5-ZD Z 7- -64-/ S j DATE(MM/DD/YYYY) A o CERTIFICATE OF LIABILITY INSURANCE F 09/90/2021 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(ies)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). d PRODUCER CONTACT 'O AOn Risk services Central, Inc. NAME: ChicagoIL Office (acNN .Ext): (866) 283-7122 aC No : (800) 363-0105 a 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. INSURER B: American Zurich Ins Co 40142 252 West Adams Street Morton IL 61550 USA INSURER C: Great American Security Ins Co 31135 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:570089614952 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 INSR TYPE OF INSURANCE ADD S BR POLICY NUMBER POLICY FF PO C E P LIMITS LTR INSD WVD MMIDD/YY MM/DDlYYYY A X COMMERCIAL GENERAL LIABILITY GLO 7 EACH OCCURRENCE $2,000,000 CLAIMS-MADE X❑OCCUR DAMAGE TO RE TEurD $1,000,000 PREMISES Ea occrence MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $2,000,006 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $10,000,000 r X POLICY ❑PRO LOC PRODUCTS-COMP/OPAGG Excluded 0) 0 OTHER: n A BAP 9376314 18 10/01/2021 10/01/2022 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY $3,QOO,QQQ Eaaccident) „ X ANY AUTO BODILY INJURY(Per person) C Z OWNED SCHEDULED BODILY INJURY(Per accident) rU AUTOS ONLY AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE V ONLY AUTOS ONLY Per accident w t= d C X UMBRELLALIAB X OCCUR UMB4033493 10/01/202110/01/2022 EACH OCCURRENCE $2,000,000 U Umbrella Liability AGGREGATE $2,000,000 EXCESS LIAB CLAIMS-MADE DED RETENTION B WORKERS COMPENSATION AND WC937631118 10/01/2021 10/61/2622 X PER STATUTE I OTH- EMPLOYERS'LIABILITY I ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N A05 E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBEREXCLUDED? N/A WC937631218 10/01/202110/01/2022 (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- �i DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) ..ate CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 90 Town of Southold AUTHORIZED REPRESENTATIVE PO Box 962 Cutchogue NY 11935-1146 USA ZZZ�CEGG-✓i//✓cocCJ� ©1988.2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 4 � YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 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 1 c.NYS Unemployment Insurance Employer Registration Number of PO BOX 399 MORTON IL 61550 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 37-0347310 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 9376311-18 Southhold,NY,11971 3c.Policy effective period 10-01-2021 to 10-01-2022 3d.The Proprietor,Partners or Executive Officers are Q 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"Ila"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item A 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". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ❑YES ❑x NO 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: Roger Levine (Print name of authorized representative or licensedaMt of insurance carrier), Approved by: 10/01/2021 (Date) Title: SVP Midwest Region Casualty Telephone Number of authorized representative or licensed agent of insurance carrier: (847)605-6914 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 (9-15) www.wcb.ny.gov • 4 Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-15) REVERSE REF ONLY: 1000-107-05-006.3 & 006.5 SEC:SHD JOB: 4966-2—A CLL-f+ �K GRAPHIC SCALE SURVEY OF PROPERTY MILL LANE p e 9 m Situated at (IN FEET) 1IM1111,11111111ft MATTITUCK t men-w n MR OAL TOWN OF SOU I7 fOLD TOTAL AREA: 20.0384 Acres SUFFOLK COUNTY NEW YORK Surveyed January 2,2019 by 5'. Survey Cert:fhed to: Smith, Jung &Gillis - I North Cliff Vineyards, LLC Fidelity National Title Insurance Company O Professionol Land Surveyor 120 Medford Avenue Patchogue, NY 11772 V N/F PCEERT IA LUPTON Phone: 631-475-3192 h DO N/F WLIJAIJ SAr1ERLEE N,'F M-IN SIDOR N 20°48'05" W N 20040'45" W 789.27' N 21018'50" W 235.61' N 22007'30" W 212.13' d _ o T7 � - tb s: N/F ROeERT & .I] £ CYNTHIA ACKROYD Q ) FD S CD leb If.-- II__ ., »-• .._ Os zo 2.66' O 44, W C S 9° ITl r N/F DENS & SHARON CORRJDAN y AO m i 4 o NI8"19'20'W �' O 01 o 0 270.Tr 3 o. -'t �'^ CA O �1. �.'1�5j^VENT•/R�O.N. - �4 - Parcel CRAgL aR'a-w^'' fL2, ' 20.0003 acres F VINEYARD m Z A v S• a C ADZ �TD o T o 0 1 �1 3 k IA a C71 £; po m w q al o n be �f a m I w N 22°21'3b, W Parcel 2 N Cz g - q 0.0381 acres za,o r� s24377Q E f� I VACANT I' Parcel 2 ! c 1359.22'Parcel I N 21-54'50'W ——— 234.59'——— : '��<a. p " ' ;23Rre'oersJ S 22 21'30 E 1402.99, 18.1 n y i . N 22'21'30"30'W rn- "K o m vc ro .off - N/F SARTIN SODR .I• m; 1290Sl RC-1290-Si RC Qty: 1 Truss: 4430620004109-2 Customer. Sales SID: TID: Date: 02/03/22 Truss Mfr.MBI Page: 1 of 2 7-8-13 6-7-11 6-6-0 6-6-0 6-7-11 7-8-13 1 7-8-13 2 14-4-8 3 20-10-8 4 27-4-8 5 34-0-4 6 41-9-0 7 4/12 MNllxl3pm°* -4/12 MN11X11pm°'*- 11Xilpm*-- 4/12 -4/12 m MN3X5pm* MOX5pm* m MN8X16-18pm* p * N8X16-1$ * MN8X16-18 m nN8x 6-18pm* �* * MN9X9pm*- 6X18-18 pm* MN9X9 m*= r4N5X6 m* 8X18-1855pm + p Bx18-1855pm* I^� p 1/12 MN5X6pm* ' -1/12 8-4-10 7-2-2 5-3-11 5-3-11 7-2-2 8-4-10 1 8-4-10 8 15-6-13 20-10-8 26-2-3 33-4-6 41-9-0 9 10 11 12 13 14 7 41-9-0 Truss Weight 360.7 lb Code/Design: IBC-2015/TPI-2014 PSF Live Dead Dur Factors TC 20.0 3.0 Live Wind Snow BC 0.0 1.() Lum 1.15 N/A 1.15 Total 32.0 Pit 1.15 N/A 1.15 Spacing: 7-06-00 o.c. Plies: 1 Repetitive Member Increase: No Green Lumber: No Wet Service: No Fab Tolerance: In Creep (Kcr) = 2.0 Material Summary ETC 2x8 SP 2400/2.0 Reaction Summary Deflection Summary BC 2x8 SP 2400/2.0 --------------Reaction Summary(Lbs)-------------- Trussspan Limit Actual(in) Location Webs 2x4 SP (ALSC S-2013) #1 Jnt --X-Loc- React-Up- --Width- -Regd -Mat PSI Vert LL L/240 L/431(-1.15) 11-12 Wedge 2x4 SP (ALSC6-2013) #1 1 02-12 5009 2201 05-08 04-12 SP 706 Vert DL L/120 L/999(-0.16) 11-12 7 41-06-04 5010 470 05-00 04-12 SP 706 Vert CR L/160 L/377(-1.31) 11-12 Harz LL 1.00in ( 0.44) @Jt 7 Member Forces Summary )forz CR' 1.50in ( 0.51) @Jt 7 Max CSI in TC PANEL 1 - 2 1.00 Loads Summary DEL LL 2L/I20 2L/384( 0.04) 11- 4 May. CSI in BC PANEL 1 - 8 0.99 Bracing Data Summary F)ax CSI in web 8 - 3 0.76 ------------Bracing Data------------ ..Mem... Ten Comp .CSI. User Distributed Loads (plf) Chords; continuous except where shown -------------Purlins---_-_--_--- TC 1- 2 4621 11842 1.00 Mbr Load Uplift Start Load Uplift End Dir Description ---oc--- From-- ---To--- #Bays 2- 3 9621 11423 0.91 TC -164.0 0 0 -164.0 0 20-10-08 Horz User @ 90 De TC 2-00-00 0 41-09-00 22 3- 4 3784 10982 0.66 g Atj �5 00"00 4- 5 2190 10982 0.66 TC 1115.0 -115 20-10-08 -115.0 -115 41-09-00 Vert User @ 90 De 0 41-09-00 9 5- 6 1536 11422 0.91 TC 115.0 0 20-10-08 115.0 0 41-09-00 Vert User @ 90 Deg ------ Web Bracing -- T-Brace-2x4 6- 7 1508 11841 1.00 BC -164.0 -164 0 -164.0 -164 20-10-08 Vert User @ 90 Deg -------Single: 10- 4 , 4-12 BC 1- 8 10853 4322 0.99 Snow load reported as Live Load. Roof Live Load = 20.0 psf Continuous Restraint Bracing Req'd 7-14 10851 1382 0.98 Motes See BCSI-B3 3.0 8- 9, 10721 3716 0.92 Plates designed for Cq at 0.90 and Rotational Tolerance of 10.0 degrees Plate offsets(X,Y): 9-10 10723 3744 0.62 A "pm" next to the plate size indicates that the plate has been user 10-11 8667 2330 0.41 modified; see Plate Offsets for an special (None unless indicated below} 11-12 8667 2303 0.41 + Y P positioning requirements. Jntl(09-00-08),fiJ Jnt3(-8,00-14), 4}, = Plate designed with different Cq,and/or Angle. Jnt4(0,-00-OB), JntS(02-08,00-14), 12-13 10723 1989 0.63 Continuous Lateral Restraint (CLR) rows require diagonal bracing per Jnt7(-04-07,01-06), Jnt9(0,00-06), 13-14 10721 1991 0.92 Web 2- B D-WEBCLRBRACE. Alternatively, see D-WEBREINFORCE. Jntlo(-00-01,00-10), Jnt1I(00-o1,-00-08), 0 683 0.08 Single pass roller reduction factor has been used. 3- 8 7 924 0.76 Jntl2(00-01,00-10), Jntl3(0,00-06) 3-10 306 1569 0.41 Joint Stress4ndex(JSQ: 4-10 2425 1997 0.50 OF Al C� Jntl(0.97), Jntl(0.97), Jnt2(0.60), 4-11 1561 719 0.36 ` p�t`�,C Jnt3(0.77), Jnt4(0.92), Jnt5(0.77), 5-12 4-12 2420 1569' 0.41 P1�� GR U �G JntS(0.61), Jnt9(0.70), Jnt10(0973)., 6-14 5-14 660 681 0.08 co !� C�`��- Jntll(0.72), Jntl2(0.73), Jnt13(0.70), MSC 11-12 .0 0 0.00 a �� Jntl4(0.61) CC W n LU Z �FES S1IV Component Solutions ' Truss Studio 4 -2021.5.0.261 e+aoMr mmor.�wT isi �f 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 1 2502 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. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o 10,000 PSI,STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE U `t' MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ENGINEER . Q- N RESIST BOTH AXIAL AND BENDING FORCES. 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARELu FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O D Z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS C1i W Z (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED 0 WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). ! ^ °- V ANCHORED ON CONCRETE- COLUMNS ARE ATTACHED TO CONCRETE BY USE OF 1/4" H.R. STEEL COLUMN SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY (2) 1/2" DIA. x 8"or (2) 3/4" DIA, x 8"THREADED rtool RODS EMBEDDED 6" INTO THE CONCRETE WITH HILTI HIT HY-200 ADHESIVE. COLUMN IS FASTENED TO SOCKET U LLJ BY (4) 1/2"x6" M. BOLTS & (8) 1/4"x2-1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS. -J 1 1 1 J TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1ry 0 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. �••••/' PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH Lj Q USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. W Z z .,;. 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 V LL `.. BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. LL OCCUPANCY 0 ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED USE IS UNLAWFUL FUL v �J �o AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE APPROVED AS DOTED WITHOUT CERTIFICATE = w z AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT DATE' a3B.P# 3 OF OCCUPANC` � '- STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. FEE POD.0t BY: O ! 1 SIDING & ROOFING PANELS (FLUOROFLEX 1000 T-) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME NOTIFY BUILDING TO Z U 631-765.1$02 8AM TO 4PM FOR THE rN/ o STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED COIV;PLY WITH ALL CODES F O EXTERIOR. SEISMIC DESIGN DATA TABLE FOR POURED CONCRETE NEW YORK STATE & TOWN CC X3 2. ROUGH-FRAMING&PLUMBING z O TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, 0.2 SEC SPECTRAL RESPONSE 0.175 g 3. INSULATION AS REQUIRED AND CONDITIOR 3 F ACCELERATION (Ss) 4. FINAL-CONSTRUCTION MUST a CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. SOUTNOLDTOV'-'NZBA - (� 1.0 SEC SPECTRAL RESPONSE BE COMPLETE FOR CA 0.05 g ALL CONSTRUCTION SHAD.MEET THE -2-Z-�3---SOUTHOLDTOV N PLANNN �0�. 0 LLJ = GUTTERS -5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH ACCELERATION (Si) REQUIREMENTS OF THE CODES OF NEW gy SEISMIC DESIGN CATEGORY B YORK STATE. NOT RESPONSIBLE FOR SOUTHOLDTOIh'NTRUSTEE 0 Lu O_ SIDES THE BUILDING. RISK CATEGORY (TABLE 1604.5) it DESIGN OR CONSTRUCTON ERRORS N.Y.S.DEC 2x4 F 1 F F 1 1 MFS 09/20 N SITE CLASS D LLI 8 LIGHT FRAMED WALLS SHEATHED _J BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS TRUSS ALACARDING REQUIRED SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR y. STEEL SHEETS RETAIN STORM WATER RUNOFF Z RESPONSE MODIFICATION FACTOR (R) 7 PURSUANT TO CHAPTER, 236 All exterior lighting ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE OF THE TOWN CODE. installed,replaced or SEISMIC DESIGN BASE SHEAR 500 LBS repaired shall conform to Chapter 172 DRAWN BY.' BISHOP of the Town Code DATE: 1/13/2022 BUILDING DESIGN CRITERIA u -.� CHECKED BY: DJS BUILDING CODE 2020 BCNYS DATE: 1/27/2022 CURRENT LUMBER SPECIFICATIONS (06-01-2013) USE GROUP S-1 FER 0 9 2023 : REVISED DATE. ---- SIZE DESCRIPTION BENDING VALUE Fb CONSTRUCTION TYPE VB REVISED DATE.' ---- BURlL1f14G OEPT SHEET INDEX 2x4 NO. 2SPF 1313PSI RISK CATEGORY II TO iJOF-SQU'rPOLD REVISED DATE.' ---- 2x4 NO. 1 SYP 1500 PSI BUILDING AREA 3374 SQ. FT. SHEET # DESCRIPTION 2x4 2100f MSR SPF 2100 PSI ROOF SNOW LOAD * 20 PSF MIN. REVISED DATE: ---- G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x6 NO. 2 SPF 1138 PSI GROUND SNOW LOAD 20 PSF 2x6 NO. 1 SYP 1350 PSI WIND EXPOSURE C SFl OF SH FOUNDATION PLAN & FOUNDATION SECTIONS A & B 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VULT) 130 MPH of: NE 2X6 2400 MSR SYP 2400 PSI WIND SPEED (VASD) 101 MPH CO 4tU U TcyRp S1 OF S9 COLUMN PLAN 2x8 NO. 1 SYP 1250 PSI �P�+C, '� DESIGN ELEVATION 40 FT. � �' � S2 OF S9 TRUSS/BRACING PLAN, TRUSS & PORCH FRAME DRAWINGS, & DETAILS 2x8 2400 MSR SYP 2400 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS S3 OF S9 PURLIN DETAILS 2x10 NO. 1 SYP 1050 PSI *ROOF SNOW LOAD CALCULATIONS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT Lu 2x10 2400 MSR SYP 2400 PSI SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED ui S4 OF S9 ELEVATIONS Pf = 0.7 x Ce x I x Pg x Ct PROFESSIONAL ENGINEER. S5 OF S9 2xl2 NO. 1 SYP 1000 PSI Ce =SNOW EXPOSURE FACTOR = 1.0 1 14 k� TRUSS/COLUMN CONNECTION DETAIL 2xl2 2250f MSR SYP 2250 PSI I = IMPORTANCE FACTOR = 1.0 Date: 2022.02.04 �022 S6 OF S9 SLIDING DOOR HEADER SECTION C & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Pg = GROUND SNOW LOAD = 20 PSF k6ll� ROFESSO S7 OF S9 ENDWALL SECTION D & PORCH/ENDWALL SECTION E 4:46:29 -06 00 3 1/2"x15" GLU-LAM 1650 PSI Ct =THERMAL FACTOR = 1.2 S� S8 OF S9 PORCH CONNECTION DETAILS &SLIDING DOOR HEADER SECTION F 5 1/4"x16 1/2" 1 GLU-LAM 2400 PSI Pf = 0.7 x 1.0 x 1.0 x 20 x 1.2 = 16.80 PSF ADAM CRUTCHLEY, P.E. S9 OF S9 SHEARWALL DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI Cs = ROOF SLOPE FACTOR = 1.00 adam.crutchley@allieddesignoes.com SCALE: AS NOTED Ps = Pf x Cs = 16.80 x 1.00= 16.80 PSF DATE: REG.# SHEET NO: OF: Gl Gl [OF,FICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 54'-0" 21'-0" 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 1 28-112502 CONDITIONS MAY REQUIRE MODIFICATIONS. 2.) CONCRETE FLOOR NOTES: a. 4000 PSI o ----- b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM U r------------------------------------------ ------------------------ DISTANCE OF 10' PLUS OVERHANG WIDTH. C6 c. PLACE A MINIMUM 8 MIL POLYETHYLENE VAPOR RETARDER OVER A a— N COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. a_ SF1 d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. m I r-r-�-rrT e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A O D I ---- COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF Z w I I I I I I I 40 PSI. z I IIIIII / n I �b L1J-LL1.- __ p I 3.) CONCRETE FOUNDATION NOTES: I �O a. CONCRETE & REINFORCING BAR SPECIFICATIONS: Z �2�' ♦ STAIRS & - 4000 PSI I 4 LANDING - GRADE 60, DEFORMED REINFORCING BARS. o b. VERTICAL REINFORCING: U — EXTENTS OF BUILDING W/ J 1 1 1 MORTON FOUNDATION SYSTEM O? - HOOK VERTICAL REINFORCING IN FOOTING. -SPLICE LENGTH SHALL BE 12"MINIMUM. - COVER SHALL BE 2 1/2"MINIMUM. r SF1 C. HORIZONTAL REINFORCING: ... - HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE AROUND ALL CORNERS. -SPLICE LENGTH SHALL BE 12"MINIMUM. L1J z - COVER SHALL BE 3"MINIMUM. z 1 ..... A ''` V S F 1 ::::: u— I J = Kin I ( 1 � N ----------------------------------------------------------------------- V U ~ � o ►- 54'-0" 21'-0" O = o zU/ 1.� O _r- Qx FOUNDATION PLAN co zco o 2' 8' SCALE: = i I 1 Z 1' 4 16 1 1 1 = 0 N L �L. vi w a�T N 1 1 1 g _J 1"STEP —J EXPANSION JOINT z Q Z loll FOUNDATION PLAN DIMENSION 6"CONCRETE SLAB FOUNDATION PLAN DIMENSION (SLOPED AWAY FROM BUILDING) MIN. VERTICAL REINF. #5 REBARS 4" MINIMUM COMPACTED GRANULAR MIN. VERTICAL REINF. #5 REBARS SET IN FTG. NOT TO EXCEED 18"O.C. EACH FACE BASE OR IN SITU GRANULAR SOIL SET IN FTG. NOT TO EXCEED 18"O.C. EACH FACE DRAWN BY.' BISHOP MIN. HORIZONTAL REINF. (2) #5 REBARS, MIN. HORIZONTAL REINF. (2) #5 REBARS, DATE.' 1/13/2022 (1) AT 8" FROM TOP, (1) AT 6" FROM :�.: ;:,:;.. . :•:;:.,.:,.,.: .;;.; •;'•; (1) AT 8" FROM TOP, (1) AT 6" FROM CHECKED BY.- DJS loe BOTTOM & SO NO BARS ARE MORE BOTTOM &SO NO BARS ARE MORE FINISH GRADE THAN 18"APART EACH FACE THAN 18"APART EACH FACE DATE.- 1/27/2022 3'-6" 3'-6" REVISED DATE.' ---- _-------- 12" CONCRETE FOUNDATION WALL 12"CONCRETE FOUNDATION WALL REVISED DATE: ---- DAMP PROOFING DAMP PROOFING REVISED DATE.' ---- 6'-0" 6" CONCRETE FLOOR 6-p 6" CONCRETE FLOOR REVISED DATE.' ---- 3'-0"MIN. 10 2 1/2" 2 1/2"' 4' WIDE R-10 PERIMETER INSULATION 2-6 2 1/2" 2 1/2" 4' WIDE R-10 PERIMETER INSULATION 2-6 �O uTwyo G 4"MINIMUM COMPACTED GRANULAR 1'-0" 1'-01, 4"MINIMUM COMPACTED GRANULAR cv BASE OR IN SITU GRANULAR SOIL BASE OR IN SITU GRANULAR SOIL w 1 _p TYPICAL FOOTING W/ (4) #5 REBARS 1 _p TYPICAL FOOTING W/ (4) #5 REBARS 3.: UNLESS SPECIFIED OTHERWISE 34 UNLESS SPECIFIED OTHERWISE Cr 3'-0" ` 3-0 R10 021 9P4�� ESS FOUNDATION SECTION A FOUNDATION SECTION B -- S CALE.- AS NOTED SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" NO: OF., F1 I SF1 _� rOFFICE: C6TCHOGUE, NY O 0 o �r v o C? JOB NO. o v N v �. 1 28-1 1 2502 7-4 1/2" � 7'-6" r 7'-6" � 7-8 1/4" IN-7 1/2" 7-8 1/4" 7'-6" 7'-6" 7-4 1/2" 8'-1 1/2" to 41 '-9" 41 ' 9" • �' r L----- --- --------------- 18'MS 24"M5 24"M5 24"M5 24"M5 24"M5 24"M5 i 0 a .. � ;o D C j �o w 18"M5 S7 A S6 CONCRETE RETAINING WALL B i �� m 34' 10 -10 1/2" - S5 LOCATION -SEE SHEET SF1 S5 a ❑ 27 -1 1 — - 34'-10 1/2" O r-r-t-rr-r----t 18"M I Z ittttt w �o t t t l t l O Z ♦ STAIRS & LANDING 28'-1 1/2" 18"M5 L_iJ_LL1---_y I c? O CL t °I 27-10 1/2" � 11 t �J E � S7 t 18"M ❑ I - 18'-7 1/2" o z t Lu t t � t U F t J 7 S8 os I = O ( o L OQ 18"M ❑ - 9'-3 1/2" 13'-7 1/2" 18"M5 I w w I N - 13'-10 1/2" ;::;. t > Q " C' 3 O c, s s t _ o W } o V-0"WIDE NON-VENTED ENDWALL OVERHANGS I z 6'-10 1/2" - 18"M5 i 18 M ❑ \ ? p V-0"WIDE VENTED SIDEWALL OVERHANGS j _<14 ILL . ' _ 18"M5 24"M5 24"M5 24"M5 24"M5 24"M5 24"M5 24"M5 i �O J 70 0'-0" r-------------------- -----j `O Lo U fi I fi I fi I fi I z o �-_- LLJ z �— I 1 I I I I I I I zZ �w O 7'-4 1/2' � O 7 7 7 7 Oo -p Z ! ` z UO QO 0/ o o 00 w� m N N Lo � 10 r 7 O COLUMN PLAN w 2' 8' Q uj m SCALE: CL w 7, 4' 16' Q N LJu 8 N --� z Q Z COLUMN PLAN LEGEND 11 - 3-2x6 LAMINATED COLUMN LOCATION e - 3-2x8 LAMINATED COLUMN LOCATION DRAWN BY.• BISHOP ■ - HEAD RED TRUSS LOCATION DATE: 1/13/2022 0 - 3068 9-LITE TEMPERED GLASS IN PLAIN FLAT LEAF FIBERSTEEL CHECKED BY.• DJS WALKDOOR, OUT SWING, RIGHT HINGE WITH CLOSER, LOCKSET 0 - 3068 9-LITE TEMPERED GLASS IN PLAIN FLAT LEAF FIBERSTEEL DATE.' 1/27/2022 WALKDOOR, OUT SWING, LEFT HINGE WITH CLOSER & LOCKSET (D - 15-0"x 14'-4" DOUBLE SLIDING ALUMASTEEL END DOOR REVISED DATE: --- Q - 15-0"x 14'-0" DOUBLE SLIDING ALUMASTEEL SIDE DOOR REVISED DATE.' ---- - ALL EXTERIOR STEEL FASTENED WITH STAINLESS STEEL SCREWS REVISED DATE. ---- 0 - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S9) REVISED DATE: ---- 18"M - 18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE ROUGH OPENING SCHEDULE :j PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD UNIT SYMBOL WIDTH HEIGHT WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE FROM LEGEND COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN "38 1/4" 81 IN ONE OPERATION. �OF N tyy 18"M5 - 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 33"THICK CONCRETE Fil 1 38 1/4" 1 81" �P UTC 0 PAD (2500 PSI MINIMUM). 32" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD * C to WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE w COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN n uj IN ONE OPERATION. REQUIRES (1) REBAR CAGE EXTENSION. C� 24"M5 - 24" DIAMETER FOOTING WITH 4'TO BOTTOM OF 33"THICK CONCRETE �00�Z PAD (2500 PSI MINIMUM). 32" BELOW BOTTOM OF PRECAST CONCRETE A COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD OFESSI4 WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. REQUIRES (1) REBAR CAGE EXTENSION. SCALE.- AS NOTED SHEET NO: OF.• Sl S9 OFFICE: N CUTCHOGUE, NY __] 04 N � "(2) 4 STRUCTURAL SCREWS o o v IN OVERHANG FRAME \\ JOB NO. 't N ^ \ 1 28-1 1 2502 � N N `n 7'-6" 7'-6" 7'-4 1/2" 2x4 BEV. PURLIN 7'-4 1/2" 7'-6" r 7'-6" N 7'-6" 7'-6" 7'-6" 7-6 , V) V WIDE OVERHANG FRAME 42' WIDE TRUSS w z LOCATION DIMENSIONS < O L�� I I I I I cy" w o 2 T —I — — I -2x10 NO. 1 SYP �O $ — —�— —I— I O z OVERHANG FRAME TOE-NAILED 42 ( ) p.._. N CL w O TO OVERHANG NAILER W/ (1) END RAFTER ASSEMBLY O I 9 U 16d R.S. NAIL EACH SIDE M J (7) 4"STRUCTURAL SCREWS w ............................ ............................ ............................ ............................ ...... p 2x6 OVERHANG NAILER O --- m q O O g - - - 271- 1 111 _ ........................ ........................ ........................ ....................... 3 2x6 LAMINATED Z — — — .. .. ......... ...... COLUMN ........................ ............................ ............................ .................. 6 CORNER w Z B I o N O O.... �� OI DETAIL A C�4 3 - - -- 18'-7 1/2, SCALE: 1" _ - 0................ ............................ ............................ ............................ ............................ ....................I....... U UJ �.............. ........................ I I 42' - 2xl0 (NO. 1 SYP) _J 1 1 1 3. — — — Oa END RAFTER ASSEMBLY i� ............................ ............................ ............................ . .......................... ............................ ........................ i 3 ...... ............................ ......_ ............ (8) 4"STRUCTURAL SCREWS Q N zs; 4 _ ......._O PER CONNECTION � I_I {< 3 2-2x6 END COLUMN EXTENSION W Z ............... I? ...................... ..... ............................ ............................ Z 2 I 6 I OR UPRIGHT ASSEMBLY NAILED O TO END RAFTER ASSEMBLY AS -- U 0 s SHOWN AND TO EACH ..... ........................ 0,_0,. ............... ..................... .. — — — _ INTERSECTING WEB, FASTEN TO � � '' 0 0 — — Q a HEADER AND FRAMING MEMBER �, � �............ . WITH 2 16d R.S. NAILS INTO o ( ) b O .......................0 b d I DETAIL B EACH END COLUMN EXTENSION ( 1 ��-- in MEMBER OR UPRIGHT. v ( 1 NO i� SCALE: 1"= 1'-0" _ LL J o TRUSS/BRACING PLAN TRUSS/BRACING PLAN LEGEND 0 = o i - 42' 1290-S1 R.C. TRUSS Z :� 2' 8' � SCALE: - 42' END RAFTER ASSEMBLY 2x4 WEB STIFFENER 16' Q - 2x4 TRUSS TIES CENTERED ON TRUSS WEB X 1, 4, o Oa - 2x6 DIAGONAL END BRACES 7 °° Qs - 8' PORCH FRAME �L1� Q Q - 8' PORCH END FRAME TRUSS WEB 3 1/2" HDG R.S. GUN NAILS OR Z 16d R.S. NAILS WITHIN 4"OF 1 1 1 = TRUSS SPACING 7-6" O.C. EACH END OF STIFFENER AND Q /n Q 6"O.C. IN BETWEEN Dew d LIVE LOAD 20 PSF DEAD LOAD 4 PSF L N 1 1 1 g CEILING LOAD - PSF A A TOTAL LOAD 24 PSF A A WEB STIFFENER SECTION A-A —' _J SCALE: 1 1/2" = l'-0" Z Q 8'-3" 12 4� DRAWN BY. BISHOP DATE: 1/13/2022 CHECKED BY.' DJS -- 1 12 DATE: 1/27/2022 REVISED DATE.' ---- 41'-9" REVISED DATE.' ---- REVISED DATE.• ---- 42' R.C. 1290-S 1 TRUSS REVISED DATE.' ---- SCALE: 3/8"= V-0" LIVE LOAD 20 PSF LIVE LOAD 20 PSF DEAD LOAD 6 PSF e0F N :(yr DEAD LOAD 6 PSF CEILING LOAD 2 PSF UTL+y0,� CEILING LOAD 2 PSF PORCH FRAME NOTES: 3x5 PL. *��• 12 3x5 PL. TOTAL LOAD 28 PSF �—12 TOTAL LOAD 28 PSF 4 GNORo LUMBER SPECIFICATION: 4" �oSOP GNOR� WEB 3'-1 7/16 c3+ W t/,o�oP 3'-5 1/8" LOWER CHORD -- NO. 1 - KD19 OR MSR 2400E-2.0E SOUTHERN PINE TOP CHORD -- MSR 240OF - 2.0E SOUTHERN PINE WEB MEMBERS-- NO. 1- KD19 SOUTHERNJ PINE 3x5 5x x PL. 2x6 LOWER CHORD A 1007 3x5 PL.—il 5x x PL. 2x6 LOWER CHORD TRUSS PLATE SPECIFICATION (IC C EVALUATION REPORT NO, 3080): R�FFSSI�N 17 ASTM A-653, GRADE A 20 GA. AND 18 GA. WHERE NOTED, 8'-10 1/2" GALVANIZED STEEL MORTON TRUSS PLATES IDENTIFIED BY A 8'-10 1/2" 1 HEXAGON STAMPED EVERY 1 1/4"ALONG THE CENTER OF THE PLATE. 8' PORCH END FRAME SCALE: AS NOTED 8' PORCH FRAME SCALE: 3/8" = V-0" SHEET NO: OF: S2 S9 .i SCALE: 3/8" = l'-0" ADDITIONAL 2x6 NAILER OFF/CE:CUTCHOGUE, NY >> 'TO 4"STRUCTURAL SCREW JOB NO. 4? )8 THROUGH STRAP INTO TIE 1 28-1 1 2502 HEADLOK 0.19"x 6.0" T� 2x4 TRUSS TIE ii FLATHEAD LAG SCREW 20 GA. GALVANIZED (ICC-ES REPORT ESR-1078) i )/2' 60d R.S. NAIL PURLIN CONNECTOR (3) 1 1/2" R.S. NAILS 20 GA. GALVANIZED jl �° THROUGH STRAP ul 2x4 PURLIN PURLIN CONNECTOR BOTTOM CHORD rt U OF TRUSS o i Q_ 04 04 TOP CHORD OF TRUSS • .v m ® O D 0• °a ` ® 2' LONG END BRACE STRAP Z e e � • ■��.� a ■ Lu (1) #9x1" HWH SCREW ON PEAK SIDE AND (2) #9xl" HWH (4) 2 1/4" R.W. NAILS ' ^ O SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN v = (1) #9xl" HWH SCREW ON PEAK SIDE AND (2) #9x1" HWH (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE °- SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN CD (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL 2x4 TRUSS TIE TO EN DWALL DETAIL Z SCALE: 1 1/2"= l'-0" SCALE: 1 1/2"= l'-0" Q--oo 2x4 BUTTED PURLIN DETAIL U w SCALE: 1 1/2" = V-0 1 1 1 J 7 (PURLIN CONNECTED W/ 6" HEADLOK LAG SCREW) HANGER FASTENED TO PORCH FRAME W/ (4) 0.148"x 1 1/2" Q POSITIVE PLACEMENT NAILS. (2) IN TOP OF HANGER AND W z (1) IN FACE OF HANGER z BEHIND PURLIN (EACH SIDE). _ .a0 SIMPSON PFD26B lo PURLIN HANGER 2x6 PURLINS UQ + '', HEADLOK 0.19"x 6.0" �i FLATHEAD LAG SCREW � ) .� J '►� (ICC-ES REPORT ESR-1078) i )/2 TOP CHORD OF U PORCH FRAME U `� 20 GA. GALVANIZED 2x4 PURLIN ° PURLIN CONNECTOR w O SIMPSON H3 HURRICANE Z ANCHOR (FASTENED TO ° PURLINS FASTENED IN HANGER W/ O O0 TRUSS AND PURLIN W/ (4) (4) #9 x 2 1/2"SDS SCREWS z U 0.135"x 1 1/2" R.S. NAILS) 0 0/ o 2x6 PURLIN SADDLE HANGER DETAIL <C X TOP CHORD OF TRUSS \ 0• •� SCALE: 1 1/2"= 1'-0" Z m (1) #9xl" HWH SCREW ON PEAK SIDE AND (2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN 1 1 1 (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) Q 2x6 PURLIN a- 2x4 BUTTED PURLIN DETAIL 0 s SCALE: 1 1/2"= l'-0 _1 (PURLIN CONNECTED W/ 6" HEADLOK LAG SCREW AND SIMPSON H3 HURRICANE ANCHOR) 2 Z 1 5/8" 2x6 NOTCHED END BAY PURLIN DETAIL DRAWNBY.• BISHOP O - INDICATES PURLINS TO BE FASTENED W/ SCALE: 1 1/2" = l'-0" DATE. 1/13/2022 HEADLOK 0.19"x 6.0" FLATHEAD LAG SCREW CHECKED BY.• DJS 0 - INDICATES PURLINS TO BE FASTENED W/ 4.2' WIDE DATE.- 1/27/2022 HEADLOK 0.19"x 6.0" FLATHEAD LAG SCREW (ZONE 2r & 3r) REVISED DATE.AND SIMPSON H3 HURRICANE ANCHOR REVISED DATE: ---- REVISED DATE: ---- i 2x4 PURLINS @ 24"O.C. 2x6 NOTCHED END BAY REVISED DATE.' OVERHANG PURLIN 4.2' WIDE HEADLOK 0.19"x 6.0" i (ZONE 2e & 3e) go %45 FLATHEAD LAG SCREW Ft�R t 1oGp�kO (ICC-ES REPORT ESR-1078) i i /i i'IleQ'��' Gf';UjL,}O P,t AND ptE�R�s SIMPSON H3 HURRICANE �NtERM�o ANCHOR (FASTENED TO PORCH rt END =RAME AND PURLIN W/ /� i,i iw (4) 0135"x 1 1/2" R.S. NAILS) ( �i � TOP CHORD OF �� 2x6 FASCIA G r082.2q PORCH END FRAME �RaFESS40N��. 42' WIDE BUILDING PURLIN LAYOUTS 2x6 NOTCHED END OVERHANG PURLIN DETAIL SCALE: AS NOTED SCALE: 1/2" = V-0" SCALE: 1 1/2"= V-0" SHEET NO: OF: S3 S9 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE 1 28-1 1 2502 SEE NOTE #2 SEE NOTE #2 NAILERS AND ARE TO THE CENTER OF THE DOORS. VERIFY ALL DOOR LOCATIONS Ilk k VENT-A-RIDGE WITH THE OWNER. 2.) * -STITCH SCREW ROOF STEEL LAP RIBS 6 L.F. FROM EACH ENDWALL W/ #9xl" o S.S.I.D. SCREWS W/WASHERS. SEE SHEET S9 OF S9 FOR DETAILS. U 5'O.G. GUTTERS 42 a_ ^^ M Lu HI-RIB STEEL SIDING O Z T#21 CORNER TRIM Q/ Z T#167 TRANSITION TRIM O HI-RIB STEEL WAINSCOT T#167 BASE TRIM T#167 &T#198 BASE TRIMS Z T#11 &T#126 U w 37'-6" 37'-6" _1 1 1 1 .J Z o �o o Ozo WEST ELEVATION w Z j " ao ~' U LL LL F— ►n 12 12 U U 4 T#16 GABLE TRIM 4 =f— �� Z ry F— O O = O z U � HI-RIB STEEL SIDING T#21 CORNER TRIM Q T#167 TRANSITION TRIM Z O ® HI-RIB STEEL WAINSCOT • T#167 BASE TRIM c.,00-> (� Ws 0 u cx w N 3'-0" 18'-0" 21'-0" 31'-6" 10'-6" 1 1 1 g 0 0 0 0 O coN O M N N Z SOUTH ELEVATION NORTH ELEVATION DRAWN BY.• BISHOP DATE: 1/13/2022 CHECKED B Y.• DJS SEE NOTE #2 SEE NOTE #2 Ilk le DATE: 1/27/2022 11 Ilk REVISED DATE: --- REVISED DATE: ---- REVISED DATE: ---- REVISED DATE: ---- t �, rr � � W Cy W �'FopR 1a02Z NP4�� �FES S10 EAST ELEVATION 2' 8, SCALE.- AS NOTED SCALE: SHEET NO: OF: 1' 4' 16' S4 S9 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY •. • MFS LOWER COLUMN INSTALLATION JOB NO. r. 1. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF 1 28-1 1 2502 1. INSTALL PRECAST CONCRETE COLUMN W/ADJUSTMENT ROD & LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF MFS PRECAST BASE PLATE IN THE AUGERED HOLE. LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3% HAND e• CONCRETE COLUMN TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. 42' 1290-S1 R.C.TRUSS 2. PLUMB PRECAST CONCRETE COLUMN IN BOTH DIRECTIONS o 2. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING U (2) 1/2"x 5 1/2"M. BOLTS & REBAR CAGE EXTENSION a 3. ADJUST HEIGHT UP OR DOWN WITH WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE (8) 4"STRUCTURAL SCREWS (WHERE REQUIRED) ADJUSTMENT HEX ROD CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION n 3-2x6 LAMINATED COLUMN INSTRUCTIONS. 4. POUP, READI-MIX CONCRETE INTO a THE HOLE AS SPECIFIED. �- w fn 3/4"ADJUSTMENT ROD ° 5. BACKFILL AND COMPACT THE � WITH BASE PLATE °•• a ANNJLAR SPACE AROUND THE O Z TRUSS/COLUMN CONNECTION DETAIL coLUMNTOGRADEwITHsoIL Z SCALE: 1/2"= V-0" AUGERED FROM THE SITE. O UNDISTURBED SOIL 4 ° ° °• f`•^� °" FLUOROFLEX 1000 HI-RIB STEEL 2x4 PURLINS @ 24" O.C. Z (2100 MSR SPF) 2x4 BEV. PURLIN MFS LOWER COLUMN DETAIL J �LLJ 6"WIRE MESH 4� SCALE: 3/4"= 1'-0" FILLER STRIP 2x6 BEV. FASCIA-!. 5"O.G. GUTTER Q sA T#144 &T#146 42' 1290-S1 R.C.TRUSS }- 1 R.C. 42' 1290-5 TRUSS LL1 ............. FASCIA TRIMS Z 1 - Z °1z: •° SOFFIT 12 M. HI-RIB/SOFFIT CAP / ~ � (2) 1/2"x 5 1/2"M. BOLTS & 2x6 OVERHANG NAILER (8) 4"STRUCTURAL SCREWS (2) 1/ 2"x 5 1/2"AL Q BOLTS & NO (8) 4"STRUCTURAL SCREWS LL = U L.L - 3-2x6 LAMINATED COLUMN 3-2x6 LAMINATED COLUMN fo — FLUOROFLEX 1000 HI-RIB STEEL O .__L_ 0 z U (3) ROWS OF 2x6 (2100 MSR SPF) NAILERS 10-2 (FASTENED TO COLUMNS W/ (4) 16d R.S. TOP OF WALL NAILS AT INTERMEDIATE LOCATIONS TO HEEL m AND W/ (4) 16d R.S. NAILS AT SPLICE Z O LOCATIONS, (2) NAILS IN EACH MEMBER) 2x2 VERTICAL BLOCKING y 14'-0" AT COLUMN LOCATION 2x8 TREATED SPLASHBOARD W/ U5 Z GRADE TO HEEL PRE-COMPRESSED ULTRA-SEAL L u = T#167 TRANSITION TRIM Q N 2x6 (2100 MSR SPF) NOTCHED NAILER 13"TALL 3-MEMBER (A3) COLUMN SOCKET W/ Lu CL (FASTENED TO COLUMNS W/ (4) 16d R.S. (4) 1/2"x 6"M. BOLTS & (8) 1/4"x 2 1/2" POWER Q N NAILS AT INTERMEDIATE LOCATIONS AND LAG WASHER HEAD YELLOW ZINC SCREWS W/ (4) 16d R.S. NAILS AT SPLICE �-�-� - LOCATIONS, (2) NAILS IN EACH MEMBER) T#167 &T#198 BASE TRIMS FLUOROFLEX 1000 HI-RIB (2) 1/2" DIAMETER HAS ANCHOR RODS —� STEEL WAINSCOT (6" EMBEDMENT) W/ HILTI HIT-HY 200 ADHESIVE 7/16"OSB PROTECTIVE LINER 50 103'-10" Z (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS NOTE: T#167 BASE TRIM ELEVATION HEIGHTS ARE :, 2x8 TREATED SPLASHBOARD FOR REFERENCE ONLY. "•• DRAWN BY.• BISHOP (W/360M & 370M BRACKETS) FINISH 3-6" DATE. 1/13/2022 •• 6"CONCRETE FLOOR GRADE CHECKED B Y.• D JS 4' WIDE R-10 PERIMETER INSULATION a'•' '' DATE.' 1/27/2022 100'-0" 8„ a a - - - - -® 100'-0" .. ° - - - - -® REVISED DATE. ---- - -- - - — •— REVISED DATE.' FINISH y' REVISED DATE.' ---- GRADE V/SED DATE. `— 4"MINIMUM COMPACTED GRANULAR BASE ° CONCRETE FOUNDATION WALL RE ' ---- *'' ' OR IN SITU GRANULAR SOIL (SEE SHEET SF1) I 5x6 MFS PRECAST CONCRETE COLUMN 5-0" 21"THICK CONCRETE PAD (2500 PSI MINIMUM). • ; OF ;. 20" BELOW BOTTOM OF PRECAST CONCRETE '•a'. gyp• G"kUTL, O,p COLUMN AROUND EXPOSED REBAR CAGE ° AND 3/4"x 14"THREADED ROD WITH AN O ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF SI D EWALL SECTION B = Erg W a VA PRECAST CONCRETE COLUMN. PLACE nWCONCRETE BELOW AND ABOVE BOTTOM OF SCALE: 1/2" = 1'-0"'• LOWER COLUMN IN ONE OPERATION. E` DA lOOZ1q 4k. 24"0 REBAR CAGE EXTENSION ROfESS14�P SIDEWALL SECTION A SCALE: AS NOTED SHEET NO: OF: SCALE: 1/2"= V-0" C C C OFFICE: CUTCHOGUE, NY JOB NO. 1 28-112502 Lo U C6 (2) 60d R.S. NAILS IN OVERHANG RAFTER Q_ NO c 2x4 PURLIN CUT TO FIT BETWEEN 6„ 3" OVERHANG RAFTERS 0— im 42' 1290-S1 R.C. TRUSS m 9"WIRE MESH � � 0 O Z r 3-2xl2 (2250 MSR SYP) BEAM HEADER '� Z (6) 4"STRUCTURAL SCREWS O • v = / STEP l: � °' ATTACH MEMBER #1 TO MEMBER #2 WITH 1 Od R.S. GUN NAILS @ 8"O.C. AT TOP Z 3-2xl 2 (2250 MSR SYP) BEAM HEADER AND BOTTOM OF BEAM. SET NAILS 2" 42' 1290-S1 R.C.TRUSS FROM TOP AND BOTTOM OF THE MEMBERS. CUT ADDITIONAL LjLj T#71 TRACK COVER TREATED LAMINATE OFF LjLj 51 M TRACK AT BOTTOM OF BEAM J J CUSTOM 200L TRUSS HANGER (BIC# 236158) 3x4 TRACK BLOCK 3-2x8 LAMINATED JAMB COLUMN STEP 2: InATTACH MEMBER #3 (SLIDING DOOR ry , (� 14'-0 1 1/2"x 2" BLOCK W/T#74 3-2x8 LAMINATED JAMB COLUMN WITH 2x3 JAMB BLOCK TRACK GIRT) WITH 20d GUN NAILS @ ` GRADE TO BOTTOM I AN ADDITIONAL 2x8 TREATED LAMINATE 4"O.C. STAGGERED AT TOP AND T#23 JAMB TRIM (BEYOND) &. �.... 1 1 OF HEADERS FOR HEADER SUPPORT FROM l'-O" BELOW BOTTOM OF BEAM. SET NAILS 2" OUTSIDE VIEW FROM GRADE TO BOTTOM OF HEADER (BEYOND) M TOP AND BOTTOM OF BEAM. L1J Z ^ 2x3 JAMB BLOCK (BEYOND; (SPLICED AT CENTER OF BEAM) M` �# BOTTOM 2'TREATED) Z_ ::...< o Q _ . u- SLIDING DOOR HEADER SECTION C FASTEN TRUSS HEEL WITH (2) 1/2"x 5 1/2" U F-- SCALE: 1"= l'-O" M.BOLTS & (8) 4"STRUCTURAL SCREWS - (4) SCREWS ON EACH SIDE = yl 1 1 =J ~ E— O 42' 1290-S1 R.C.TRUSS 3-2xl2 (2250 MSR SYP) BEAM HEADER ly O = O ® Z U Q o Z ® o w Z CUT TRUSS HEEL BACK BY WIDTH OF uj N BEAM PLUS 1/4"FOR TRUSS HANGER 3-2x8 LAMINATED JAMB COLUMN d FASTEN 200L TRUSS HANGER TO 8" N BEAM W/ (8) 4"STRUCTURAL SCREWS CUT ADDITIONAL TREATED LAMINATE 1 1 1 g 42' 1290-S1 R.C. TRUSS (PLACE SCREWS IN ALL HOLES PROVIDED). OFF AT BOTTOM OF BEAM _J _J 3-2xl2 (2250 MSR SYP) BEAM HEADER 2x3 JAMB BLOCK �. Z INSIDE VIEW 3-MEMBER HEADER/JAMB COLUMN CONNECTION DETAILS SCALE: 1"- V-0" DRAWN BY.• BISHOP • DATE. 1/13/2022 CHECKED B Y.• DJS DATE., 1/27/2022 REVISED DATE.' ---- REVISED DATE: ---- CUSTOM 200L TRUSS HANGER (BIC# 236158) REVISED DATE.' ---- ---- FASTEN CUSTOM 200E TRUSS HANGER TO REV/SED DATE.' -�— MEMBER #1 TRUSS W/ (12) 1 1/2" R.S. NAILS — MEMBER #2 (PLACE NAILS IN ALL HOLES PROVIDED). 11 MEMBER #3 2„ 4„ 8„ , fG OF `W�- Gnu Tcti� TRUSS HANGER ISOMETRIC DETAIL 3-MEMBER HEADER NAIL PATTERN PLAN VIEW W SCALE: 1"= V-0" SCALE: 1"= V-0" eu (3-2xl2 HEADER WITH 2O0L TRUSS HANGER) y U �F�'°R �0012 �FES SIO (SCALE: AS NOTED SHEET NO: OF. S6 S9 OFFICE.• CUTCHOGUE, NY JOB NO. 1 28-112502 • o a_ N L.L. Qi W m 2x6 DIAGONAL BRACING ---- O D Z Lu (FASTENED TO COLUMN Q— Z W/ (4) 16d R.S. NAILS) O GABLE PURLIN FLASHING FLUOROFLEX 1000 HI-RIB STEEL FLUOROFLEX 1000 HI-RIB STEEL CL (4) 0.135"x 2 1/4" R.W. 42' END RAFTER ASSEMBLY T#16 GABLE TRIM 2x4 PURLINS NAILS OR 16d R.S. NAILS 8' PORCH FRAME 2x6 NAILER (CUT BETWEEN WEBS OF END RAFTER ASSEMBLY) 2x6 FASCIA (1) 4"STRUCTURAL SCREW FLUOROFLEX 1000 HI-RIB STEEL THROUGH STRAP & INTO BRACE T#6 &T#167 TRANSITION TRIMS ,/ _ 7/16"OSB SHEATHING W/ T#194 FASCIA TRIM J J p 2' END BRACE STRAP W/ SYNTHETIC UNDERLAYMENT SIMPSON A35 FRAMING CLIP ON U U-J EACH SIDE OF PORCH FRAME / / SOFFIT PRE-PUNCHED HOLES 2x6 (2100 MSR SPF) PURLINS @ 23"O.C. J Z (BENT TO FIT- FASTENED W/ W/SIMPSON PFD26B HANGERS ADDITIONAL 2x6 PURLIN i HI-RIB/SOFFIT CAP (3) 0.140"x 1 1/2" R.S. NAILS) 12 (1) 1/2"x51/2" M. BOLT & 42' - 2x10 NO. 1 SYP — ` 2x10 BOTTOM CHORD OF ( ) j (6) 4' STRUCTURAL SCREWS 4� END RAFTER ASSEMBLY 2x4 TRUSS TIE — 42' 1290-S1 R.C. TRUSS T#527 42' END RAFTER ASSEMBLY Q 2x6 BEV. FASCIA 2x6 VERTICAL BLOCK AT }- `L.JL -�- 2-2x6 END COLUMN EXTENSION Z PORCH FRAME LOCATION �J,J T#144 &T#146 OSB "O ADDITIONAL 2x6 NAILER FASCIA TRIMS `l....a0 FLUOROFLEX 1000 HI-RIB STEEL 5"O.G. GUTTER 2xl2 (2250 MSR SYP) HEADER , (FASTENED TO EACH COLUMN LL_ Q 1 12'-8" W/ (10) 4"STRUCTURAL SCREWS) LL may? 2x4 SOFFIT SUPPORT BLOCKS "J ntoo SOFFIT U `0 USP JH2O HANGER = 1 1 1 J 3-2x6 LAMINATED COLUMN HI-RIB/SOFFIT CAPix ~ � o — 3-2x6 LAMINATED COLUMN O = 0 T#39 COLUMN COVERS z U (3) ROWS OF 2x6 (2100 MSR SPF) NAILERS (FASTENED TO COLUMNS W/ (4) 16d R.S. 8'-10" 8'-7" x NAILS AT INTERMEDIATE LOCATIONS TOP OF FLUOROFLEX 1000 HI-RIB STEEL TOP OF O AND W/ (4) 16d R.S. NAILS AT SPLICE FOUNDATION FOUNDATION Z O LOCATIONS, (2) NAILS IN EACH MEMBER) WALL TO 3-2x6 LAMINATED COLUMN WALL TO ' ^ 0 BOTTOM OF BOTTOM OF v PORCH FRAME 8'-1 1/2" 2xl 2 PORCH O HEADER Lj� (20) 1/4"x 2 1/2" POWER LAG N 2x6 2100 MSR SPF NOTCHED NAILER a_ ( ) WASHER HEAD YELLOW ZINC SCREWS � (FASTENED TO COLUMNS W/ (4) 16d R.S. Q ti NAILS AT INTERMEDIATE LOCATIONS AND 6" CONCRETE FLOOR SLOPED AWAY UJ g W/ (4) 16d R.S. NAILS AT SPLICE LOCATIONS, (2) NAILS IN EACH MEMBER) •• FROM BUILDING W/ I"STEP AT WALL) • d _� 4"MINIMUM COMPACTED GRANULAR —, 103'-10" Z 8" '�:. BASE OR IN SITU GRANULAR SOIL •� Q 13"TALL 3-MEMBER (A3) COLUMN (20) 1/4"x 2 1/2" POWER LAG WASHER :;,.; '� f. :;:' ;.` x SOCKET W/ (4) 1/2"x 6"M. BOLTS & w HEAD YELLOW ZINC SCREWS : ..:' '•:.::.'. .:. :• .::,.:....:..• . . .... :. . ...- tl' (8) 1/4"x 2 1/2" POWER LAG WASHER Sxb MFS PRECAST CONCRETE COLUMN ••• ••.. HEAD YELLOW ZINC SCREWS DRAWN BY. BISHOP 4-0" (2) 1/2" DIAMETER HAS ANCHOR DATE: 1/13/2022 •• RODS (6" EMBEDMENT) W/ HILTI CHECKED BY. DJS • HIT-HY 200 ADHESIVE •; a a DATE.• 1/27/2022 100'-4" •'' :. 100'-4" ---- 100'-0" 8!, - — — — —® 100'-0" d ; . REVISED DATE.' REVISE ---- 21"THICK CONCRETE PAD '• REVISED DATE.• (2500 PSI MINIMUM). CONCRETE FOUNDATION WALL REVISED DATE: ---- 5x6 MFS PRECAST CONCRETE COLUMN 20" BELOW BOTTOM OF • ' PRECAST CONCRETE (SEE SHEET SF1) • COLUMN AROUND EXPOSED °• REBAR CAGE AND 3/4"x 14" d .. •: • 5-0" °•,; 21"THICK CONCRETE PAD (2500 PSI MINIMUM). THREADED ROD WITH AN d' .. ° 'r' ". • .• ; �4/y 20" BELOW BOTTOM OF PRECAST CONCRETE ADDITIONAL MINIMUM 1" ' ': •'O•d ,tQ� GRUTL+ 0� COLUMN AROUND EXPOSED REBAR CAGE ABOVE BOTTOM OF PRECAST •• • CO a AND 3/4"x 14"THREADED ROD WITH AN CONCRETE COLUMN. PLACE ° ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF CONCRETE BELOW AND w PRECAST CONCRETE COLUMN. PLACE ABOVE BOTTOM OF LOWER CONCRETE BELOW AND ABOVE BOTTOM OF COLUMN IN ONE OPERATION. p LOWER COLUMN IN ONE OPERATION. FOA '007.19 REBAR CAGE EXTENSION RaFESS10�� 18O 8' PORCH AND ENDWALL SECTION E SCALE: 1/2"= 1'-0" SCALE.' AS NOTED ENDWALL SECTION D SHEET NO: OF: SCALE: 1/2"= l'-0" S7 1S 9 j OFF/CE: CUTCHOGUE, NY JOB NO. 1 28-112502 (2) SIMPSON A35 FRAMING CLIPS (ONE ON EACH SIDE OF PORCH FRAME) WITH SLOT DOWN (EACH o CLIP FASTENED W/ (6) #9 x 1 1/2" ! l HWH SCREWS PER LEG) �••.J _ co 2x10 BOTTOM CHORD OF 2x6 BLOCK BETWEEN 2x10 NAILER � 42' END RAFTER ASSEMBLY AND HEADER (EACH BLOCK 42' END RAFTER ASSEMBLY AV , 8 TOE-NAILED W/ (4) 16d R.S. NAILS) QUJI 2x6 UPRIGHT O = Z 7/16"OSB (FASTENED W/ 1 3/4" & PORCH FRAME O R.S. COIL GUN NAILS @ 2xl0 TRACK GIRT 12"O.C. AT TOP AND BOTTOM) T#71 TRACK COVER v 51 M TRACK Z • USP JH2O JOIST HANGER (FASTENED TO 3x4 TRACK BLOCK 14-4" 1 1 1 PORCH FRAME W/ (6) 0.148"x 2 7/8" 1 1/2"x 2" BLOCK W/T#74 TO GRADE J 1 1 1 2xl2 (2250 MSR SYP) HEADER (10d) GALVANIZED POLE NAILS AND T#23 JAMB TRIM BEYOND TO 2xl 2 HEADER W/ (2) #9 x 1 1/2' (BEYOND) J Z HWH SCREWS & (12) 0.148"x 1 1/2"TC 2x3 JAMB BLOCK (BEYOND; 3-2x6 LAMINATED JAMB Q POSITIVE PLACEMENT GUN NAILS) BOTTOM 2' TREATED) COLUMN (BEYOND) .... .........:::. W PORCH FRAME CONNECTION DETAIL SLIDING DOOR HEADER SECTION F .:;:...o SCALE: 1" = V-0" SCALE: 1"= V-0" Q "`U = U w - ~ 1— o Q = o z U � 2x10 BOTTOM CHORD OF O 42' END RAFTER ASSEMBLY 2x6 NOTCHED END OVERHANG PURLINS FASTENED Z TO END FRAME WITH 0.19"x 6.0" FLATHEAD LAG r ^ a_ 2x4 BLOCK ATTACHED SCREWS &SIMPSON H3 HURRICANE ANCHORS `.J TO 2x6 BLOCK W/ (9) v, O 16d R.S. NAILS 1 1 1 = • & PORCH END FRAME N Lu 3-2x6 LAMINATED COLUMNLu 2x6 BLOCK ATTACHED i Q vi TO COLUMN W/ (7) 4" i 7/16"OSB 1 1 1 g STRUCTURAL SCREWS STAGGERED Ai i Q 2x6 BLOCK ATTACHED TO COLUMN W/ Z (7) 4"STRUCTURAL SCREWS STAGGERED 7/16" OSB SHIM 2x4 BLOCK ATTACHED TO 2x6 PORCH END FRAME ATTACHED TO 2x4 BLOCK BLOCK W/ (9) 16d R.S. NAILS W/ (9) 16d R.S. NAILS PORCH END FRAME ATTACHED TO DRAWN BY.• BISHOP 2x4 BLOCK W/ (9) 16d� R.S. NAILS� • DATE.' 1/13/2022 2x12 (2250 MSR SYP) HEADER i i i i i i i i i i 2x6 BEV. FASCIA CHECKED BY.• DJS PORCH END FRAME HANGS 1/2"OVER EDGE OF PORCH CORNER COLUMN DATE.• 1/27/2022 REVISED DATE.' ---- PORCH END FRAME 3-2x6 LAMINATED PORCH ATTACHED TO COLUMN W/ i CORNER COLUMN REVISED DATE.' ---- (7) 4"STRUCTURAL SCREWS REVISED DATE: ---- 2x6 BLOCK TOP OF NEXT NAILER BELOW 3-2x6 LAMINATED PORCH 7/16 OSB SHIM REVISED DATE.' ---- CORNER COLUMN & PORCH END FRAME of: N WY ELEVATION VIEW PLAN VIEW g��t�` �uTcy0'A� Lu zas �_ W PORCH END FRAME CONNECTION DETAILS ,, ooZzq SCALE: 1"= l'-0" RpFESS4��A rS�CALEAS NOTED SHEET NO: OF: S8 I S9 OFFICE.• CUTCHOGUE, NY NOTE: JOB NO. DETAILS SHOWN FOR A SHEARWALL LOCATED 1 28-1 1 2502 IN A CORNER BAY W/ MORTON FOUNDATION SYSTEM. SHEARWALLS LOCATED IN INTERMEDIATE BAYS AND/OR ON CONCRETE FOUNDATION WALLS ARE SIMILAR. • o U C6 #9xl"S.S.I.D. SCREWS WITH WASHERS USED #9x1"S.S.I.D. SCREWS WITH WASHERS INTO EACH PURLIN N 2x6 BLOCK BETWEEN NAILERS TO STITCH THE GABLE TRIM TO THE STEEL (CENTERED BETWEEN HI-RIB AND FIRST MINOR RIB) M NAILED TO COLUMN W/20d BETWEEN PURLINS GUN NAILS. NAILED 3"O.C. FLUOROFLEX 1000 HI-RIB STEEL �— uj #9xl"S.S.I.D. SCREWS WITH #9x2"S.S.I.D. SCREWS WITH WASHERS WASHERS INTO PURLINS INTO PURLIN AT EACH HI-RIB #9xl"S.S.I.D. SCREWS WITH WASHERS USED O Z T#16 GABLE TRIM TO STITCH LAP RIBS BETWEEN THE PURLINS Z 2x6 FASCIA a #9xl S.S.I.D. SCREW WITH WASHER ' 1� LAMINATED COLUMN T#194 2x4 PURLINS Z #9x2"S.S.I.D. SCREWS AT EACH HI-RIB, PURLINS FASTENED TO END RAFTER WITH (1) , ` #9xl S.S.I.D. SCREWS CENTERED IN FLATS 0.19"x 6.0" HEADLOK FLATHEAD LAG SCREW v 1 1 1 FLUOROFLEX 1000 HI-RIB STEEL 42 Z 2x4 NAILERS ' END RAFTER ASSEMBLY J 7/16"OSB LAMINATED COLUMN STITCHED ROOF STEEL ATTACHMENT SECTION DETAIL 7/ 16 OSB SHEARWALL DETAIL SCALE: 3/4" = l'-0" SCALE: 1/2"= l'-0" W z #9xl"S.S.I.D.SCREWS WITH WASHERS INTO PURLINS ~ U TOP CHORD OF END Q #9xl"S.S.I.D. SCREWS WITH WASHERS USED TO STITCH �'�— RAFTER ASSEMBLY THE GABLE TRIM TO THE STEEL BETWEEN PURLINS —i U F— in FIRST SCREW IN THE FLAT AT THE O = O :I TOP AND BOTTOM PURLINS z U 7/16"OSB WITH #9x1"S.S.I.D. SCREWS rvol - - - -- - - - - - - - - - - - - -I 1 `2 ;3 T R 2x6 NAILERS ;I= = = = ='= ='= ='= =-'- -. . _. . . 2x6 VERTICAL BLOCKS @ COLUMN BETWEEN NAILERS SCREW LAP RIB FIRST THEN co THE OTHER TWO RIBS. Z USE #9x2 S.S.I.D. SCREWS r V � 'I I' i s ♦ j � i I �— — — — — — — — — — — — — — — — — —� PERIMETER OF OSB SHEETS 1 1 1 = NAILED W/1-3/4" RING SHANK COIL GUN NAILS SPACED 3" O.C. Lu I— — — — — — — — — — — — — — — — — —I. 0 N EXTRA NAILERS ADDED _1 BETWEENSTD. NAILERS - - -- - - - - - - - - - - - - - -F: —� (MAX.SPACE TO BE 24") _ _ _ _ _ _ _ _ _ _ OSB NAILED TO INTERMEDIATE ° ` `• j `• >- —,—I SUPPORTS W/1-3/4" RING SHANK Z - - - - - - - - - - - - - - - COIL GUN NAILS SPACED 6"O.C. �— — — — — — — — —— — — — —— — — - - - - - - - -- - - - -- - - DRAWNBY.• BISHOP LAMINATED COLUMN DATE.' 1/13/2022 — — —— — — — — — — — — — — — — — — CHECKED BY.• DJS - - DATE: 1/27/2022 REVISED DATE., ---- REVISED DATE: ---- #9xl S.S.I.D. SCREWS WITH WASHERS - USED TO STITCH THE LAP RIBS BETWEEN REVISED DATE. --- �• 5/4x6 NAILER THE PURLINS REVISED DATE.• ---- 2x8 TREATED BASEBOARD #9xl"S.S.I.D. SCREWS WITH WASHERS INTO EACH PURLIN (CENTERED BETWEEN HI-RIB AND FIRST MINOR RIB) MFS PRE-CAST CONCRETE J - - - - - - - - - - - - - - - - --I COLUMN STITCHED ROOF STEEL ATTACHMENT PLAN DETAIL °f " rk, i° SCALE: 1/2" = 1'-0" a r W 7/16" OSB SHEARWALL ELEVATION 'MFEss+o�P SCALE: 1/2"= l'-0" (SCALE�AS NOTED SHEET NO: OF: S9 S9