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Home My WebLink About49171-Z �o�SurtFOIG�x� Town of Southold 12/13/2023 0 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44818 Date: 12/13/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2500 Paradise Point Rd, Southold SCTM#: 473889 Sec/Block/Lot: 81.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore -filed in this office dated 3/27/2023 pursuant to which Building Permit No. 49171 dated 4/27/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage as applied for per ZBA#7745,dated 3/16/2023. The certificate is issued to Silverman,Ruben&Shannon of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49171 12/11/2023 PLUMBERS CERTIFICATION DATED 7ri 0 Signature TOWN OF SOUTHOLD o�oSUFFo�� a 'lei BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY cm 2 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#: 49171 Date: 4/27/2023 Permission is hereby granted to: Silverman, Ruben 2600 Paradise Pt Rd Southold, NY 11971 To: Construct an accessory garage to an existing single family dwelling as applied for per ZBA approval # 7745 and conditions. At premises located at: 2500 Paradise Point Rd, Southold SCTM #473889 Sec/Block/Lot# 81.-3-13 Pursuant to application dated 3/27/2023 and approved by the Building Inspector. To expire on 10126/2024. Fees: ACCESSORY $524.80 CO-ACCESSORY BUILDING $50.00 Total: $574.80 9d AID Building Inspector SO!/l�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh _southoldtownny.gov Southold,NY 11971-0959 Q �BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silverman Address: 2500 Paradise Point Road city:Southold st: New York zip: 11971 Building Permit#: 49171 section: 81 Block: 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Modern Electric East IN Electrician: t. Rutkowski License No: ME-4352 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100a A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED 15 Exit Fixtures [I Sump Pump Other Equipment: Notes: DETACHED GARAGE Inspector Signature: Z"7 Date: December 11, 2023 2500 paradise point rd �o�apF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 4qlll 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: A 17 ok- DATE �2 INSPECTOR SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 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: Ut I / �S 92 4- a (c-• 0 <<- c"�,ve DATE ANSPECTOR a0F SOUIyo'� �11r N TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ] FOUNDATION 2ND [ ] INSU LATION/CAULKING 000 [ ] 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: t T6 ?((tt\- ev SVW41 Don, 1 DATE g ZDY INSPECTOR OFSO(/lyo� III a570o Para 6t i sLO f 7 f * TOWN OF SOUTHOLD BUILDING DEPT. 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 [kJ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l7 66VA m e4o, 6�rcotc�ure DATE INSPECTOR 631 - 769-366o? a FIELD INSPECTION REPORT DATE COMMENTS �d5.a3 Qk, Q yry FOUNDATION (IST) J --3 -------------------------------------- FOUNDATION (2ND) z F�4Ul f. S i' a 6 P14n OIL. ak o G ✓! f'1,Vim, H ROUGH FRAMING& Ss PLUMBING H W O_ INSULATION PER N.Y. , H STATE ENERGY CODE S Irv0 44 AVo-- ; Ok dAD Y FINAL u ' ADDITIONAL COMMENTS Z3 w I V� re- cb 0 Z II. rn G 0 z x �H x d b H o4asjffttt �© TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 httpsJ/www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PEWIT For Office Use Only Iln I 1'r' qq ! - N. JUL 7 2022 PERMIT N0. Building Inspector: 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 SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- —� Project Addre 'PAPA In-11 - Phone#: L Email: ben.s I Mailing Address: CONTACT PERSON: Name: Jt, Mailing Address: 44 Phone#: � Email:. Willi ® ild�n DESIGN PROFESSIONAL INFORMATION: 1— Name: s�17 CCr+ln .l...7F . . Mailing Address: Phone#: L2�(_Zz�,=_C� Email: CONTRACTOR INFORMATION: Name: MMME14 � . Mailing Address: ZZ� 4fox V ��l 4-4 C) Phone#: ( ZSG Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other A,4 (f4&2)-K4 e $ !e/— ©C� Will the lot be re-graded? KYes ❑No Will excess fill be removed from premises? ❑Yes 9No 1 PROPERTY INFORMATION Existing use of property: STkIaLf— T � Intended use of property: �D� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 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 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print me): Authorized Agent ❑Owner Signature of Applicant: Date: 7 -7 •-�zz STATE OF NEW YORK) SS: CO,U,NI TY OF W IF � TA 41_� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the An JE.&A'f (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this j%%%1111IIA111 G,,, �] D. FO / day of fl I ,20 4`� `' •��'� v PUQ'• '9,9 . Not ry blic t0 �� 4c••': ' O' Np.0/fOdt4141t 20,zo� PROPERTY OWNER AUTHORIZATION �'�;•. ,� �,��p �: (Where the applicant is not the owner) � 0, t4O%- . I, 1k4 fzl"Al residing at Z�"b �QQ�� 1_,4=N'( jdt4 do hereby authorize to apply on my behalf o the Town of Southold Building Department for approval as described herein. Owner's -Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 19, 2022 TO: Bill Kelly (Silverman) 22355 Cox Lane Unit#4 Cutchogue,NY 11935 Please take notice that your application dated July 7, 2022: For permit: to construct accessory_garage at: Location of property: 2500 Paradise Point Road, Southold,NY County Tax Map No. 1000—Section 81 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed accessory, on this conforming 86,300.5 sq. ft. lot in the R-80 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The accessory will be located in the front yard. 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, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 19, 2022 RENEWED: November 28,2022 TO: Bill Kelly (Silverman) 22355 Cox Lane Unit#4 Cutchogue,NY 11935 Please take notice that your application dated July 7, 2022: For permit: to construct accessory garage at: Location of property: 2500 Paradise Point Road, Southold,NY County Tax Map No. 1000—Section 81 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed accessory, on this conforming 86,300.5 sq. ft. lot in the R-80 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The accessory will be located in the front Yard. �k 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,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson �� ®�� 53095 Main Road•P.O. Box 1179 Patricia Acampora �� ®�� Southold,NY 11971-0959 Eric Dantes ss Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) L - old,NY 11971 �'Ol�fi�,� SoutRhEC RECEIVED IJ) i http://southoldtownny.gov I � BAR 12 M ONING BOARD OF APPEALS LXaVerkI � ��. 0 2023 TOWN OF SOUTHOLD r t✓If N OF SOU1 HOLD Tel. (631) 765-1809 il� FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 16,2023 ZBA FILE: #7745 NAME OF APPLICANT: Ruben and Shannon Silverman PROPERTY LOCATION: 2500 Paradise Point Road, Southold NY SCTM: 1000-81-3-13 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, conforming 86,300 square feet, 1.981-acre, rectangular shaped parcel, located in the R-80 Zoning District measures 199.68 feet along Paradise Point Road, then runs 340.08 feet along a residentially developed lot to the south, then runs 274.20 feet along a residentially developed lot to the east, then returns to the roadway,407.40 feet to the west. Along the northern lot line is 50 feet wide right of way allowing access to the applicant's property and several neighbors to the east. The parcel is improved with a one-story frame house with brick paths and a patio and gravel driveway, as shown on the survey prepared by Nathan Taft Corwin, III Land Surveyor, dated October 24, 2022. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's November 28, 2022 Notice of Disapproval based on an application to construct an accessory garage; at; 1) located in other than the code required rear yard; located at: 2500 Paradise Point Road, Southold,NY. SCTM No. 1000-81- 3-13 RELIEF REQUESTED:' The applicant requests a variance for the construction of a multi-car garage measuring 45 feet by 24 feet with an overall height of 17.5 feet and containing 1,080 square feet located in a front yard where the Code requires accessory garages to be located in the rear yard. ADDITIONAL INFORMATION: he applicant provided plans, including general specifications for a "Morton" building, elevations and various schematics labeled G1, S1-S7 prepared by Adam Crutchley, Licensed Professional Engineer and dated June 3, 2022 along with copy of the survey illustrating the proposed location of the accessory garage, arguably proposed to be placed on the only level location accessible from the roadway, to be located 60 feet back from Paradise Point Road and 25 feet in from the right of way to the property. The subject property is located in a densely wooded area of larger properties many of which are bayfront homes built prior to Zoning. An immediate 1 Page 2, March 16, 2023 #7745, Silverman SCTM No. 1000-81-3-13 neighbor to the north, on the other side of the right of way, has a 3-bay garage located in a side yard location, beneficiary of ZBA relief granted in decision#4784, March 6, 2000. Improvements on the applicant's parcel are covered by a single Certificate of Occupancy: #Z-10145, dated September 11, 1980,covering a one family dwelling with accessory building built prior to April 23, 1957. The applicant indicated that the garage is for personal use to store cars and other `cold' storage because the house is only 1,100 square feet and there is no logical way to place a garage in a conforming location. The proposed accessory garage building will contain only basic electricity for lighting with no heat, water service or bathroom. The subject parcel, containing a kettle-hole (depression) and the land slopes down away from Paradise Point Road and the right of way with little to no `level' land to construct an accessory garage other than the proposed location. The residence is nestled into the landscape,below the roadway. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 2, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Paradise Point neighborhood consists of mainly waterfront parcels, many of which have accessory structures in the front yard. An immediate, non-waterfront neighbor to the north of the subject parcel is the beneficiary of variance relief to allow construction of an accessory garage in the side yard. As a result of the natural terrain of the land, and the original location of the residential structure built well before Zoning, along with the wooded area between the roadway and the proposed garage, little or no change in the character of the community will be discernable to passersby. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As a result of the large `kettle hole', the location of the residence and the terrain that shifts away from the roadway and the right of way,there is little to no level land suitable for the construction of a garage other than in the front yard. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100% relief from the code. However, the proposed accessory structure is set back 60 feet from the roadway and shielded by mature trees. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3, March 16, 2023 #7745, Silverman SCTM No. 1000-81-3-13 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage measuring 24 feet by 45 feet with a ridge height of 17.5 feet while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for,and shown on the survey prepared by Nathan Taft Corwin, III Land Surveyor, dated October 24, 2022 and the plans, including general specifications for a "Morton" building, elevations and various schematics labeled G1, S1-S7 prepared by Adam Crutchley, Licensed Professional Engineer and dated June 3, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The accessory garage is to be used for storage of cars and personal property, only. 2. The accessory garage shall remain unconditioned with no heat or air conditioning. 3. The accessory garage is ONLY to have limited electricity for the benefit of artificial lighting, and shall not contain plumbing or a bathroom. 4. The accessory garage shall not to be used as a workshop and shall remain non-habitable. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure to comply with the above conditions may render,this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de,minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted.' The 5 Y s Page 4, March 16, 2023 #7745, Silverman SCTM No. 1000-81-3-13 Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0). Leslie Kanes Weisman, Chairperson Approved for filing ��/ l /2023 App -)�\ d ra u-) -# 31 ��gt)FF(x �� 0�1[`�A�[��VL�\�l IEI Scott A. Russell SUPERVISOR Nl[A\N A\G]EM]EN T z SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 �ij Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: viuZzim Date: 7A Aint) 1Z�GWZ� Contact Information: (E-Nad&Telephone Number) 2 _ Property Address / Location of Construction Site: Z154)0 PA P-A L> Ft.��[ �� S.C.T.M. #: 1000 11or n District Section Block Lot T�O�B'E C®IyIPLETErD:BY SOUTHOLD_TOWN•ENGfNEERING DEPARTMENT/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a-Building Permit. ❑ - Area of Disturbance is Greater than I Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S P D E S Permit.through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed BY V. e 4 ��U��1 Date: F'(lRM # CM('P-T(lC(lrtnhPr 7fr 14 I� ecel've q11 3 4U DEC 6 2023 of fat 41 BUILDING DEPARTMENT- Electrical Inspector ea TOWN OF SOUTHOLD NTf 7��V 77� -TdWJ.Hall Annex - 54375 Main Road PO Box 1179 71 ��p��' �a0� ` Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshasoutholdtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 12/06/2023 Company Name: Modern Electric East, Inc. Electrician's Name: T. Rutkowski License No.: ME4352 Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) .Name: Silverman Address: 2500 Paradise Point Road, Southold, NY Cross Street: North Bayview Road Phone No.: Bldg.Permit#: 49171 email: Tax Map District: 1000* Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring of detached garage installation of 100 amp sub panel Squqj e: n Circle All That Apply: YES [] NO Rou ' lin) '!D 4 D Final Is job ready for inspection?: R] Eq� u hl in Do you need a Temp Certificate?: F-] YES NO issued On Temp Information: (All information required) Service SizeF-11 Ph❑3 Ph Size: A # Meters Old Meterft FlNew Service[:]Fire ReconnectEl Flood Reconnect[:]Service Reconnect[:]Underground E]Overhead # Underground Laterals Ell F-]2 F-] H Frame D Pole Work done omService? Y F]N Additional Information: PAYMENT DUE WITH APPLICATION I 2, le I-Z/3 a 14 �ec, 15-3 is, PERMIT 9 Address: Svvitches I Outlets ,tj—jA, GFI's l Surface 15 V� 1 Sconces H H's UC Lts Fans r Fridge- HW Exhaust` Oven WAD Smokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec ,pedal: :omments r I IIIIIII IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII (IIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 4/21/2022 Number of Pages: 4 At: 8:37:32 PM. Receipt Number: 22-0070146 *ELECTRONICALLY RECORDED* Transfer Tax Number: 21-32039 LIBER: D00013152 PAGE: 880 District: Section: Block: Lot: 1000 081.00 03.00 013.000 EXAMINED AND CHARGED AS FOLLOWS Deed .Amount $780,000..00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.0.0 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.0.0 NO Comm.Pres $12,600.00 NO Transfer Tax $0.00 NO Transfer. Tax Number: 21-32039 Fees Paid $12,995.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County i RECORDED Number of,pages 4 4/21/2022 8:37:32 PM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013152 Social Security Numbers P 880 prior to recording. 21-32039 Deed/Mortgage Instrument Deed]Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee 20.00 Mortgage Amt. 1. Basic Tax — Handling 20. 00 2. Additional Tax TP-584 5-.00 Sub Total Notation 0.00 SpecJAssit. or EA-52 17(County) 5.00 Sub Total 50.00 Spec./Add. — EA-5217(State) 125-.00 TOT.MTG.TAX — 200.00 Dual Town Dual County— RP.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax 0.00 — Affidavit ��' Mansion Tax 0.00 v The property covered by this mortgage is Certified Copy 0.00 or will be improved by a one or two NYS Surcharge 15. 00 345.00 family dwelling only. Sub Total YES' or NO Other. 395.00 Grand Total If NO,see appropriate tax clause on page# of this instrument. 4 1 Dist. Section I Block I Lot 5 Community Preservation Fund Real Property Consideration Amount � 22017672 1000-061.00-03.00-013:000 780,000.00 Tax Service P r s Agency. a�s�zozz CPF Tax Due $ 12,600.00 Verification Improved S 6 Satisfacdons/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land Fidelity, National Title — Riverhead, NY TD 10 24 Commerce Drive Riverhead NY 11901 TD TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title ComTmny Information 310 Center Drive, Riverhead, NY 11901 Cm Name www.suffolkcountyny.gov/clerk Title# S Suffolk County Recording & Endorsement Page This page forms part of the attached DEED made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated:in SUFFOLK COUNTY;NEW YORK. TO In the TOWN of S07MOLD In the VILLAGE or HAMLET of BOXES 6THRU S MUST BE TYPED OR PRINTED INBLACK INK ONLY PRIOR TO RECORDING OR FILING. ia-oiw.iansxx over Li -34 -� t I 0"J Lrr.4`7 J(' , BARGAINAND SALE DEED with Covenant against Grantor's Acts THIS INDENTURE,,made as of the 15t' day of February in the year 202.2, BETWEEN THOMAS GOELLER and SHARON GOELLER, 2500 Paradise Point Road, Southold,NY 11.971,party of the first,part and RUBEN SILVERMAN and SHANNON SILVERMAN,as husband and wife, residing at 425 Liberty Lane,Southold,NY 11971,,party of the second part. WITNESSETH,that the party of the first part in consideration of ten dollars and other valuable consideration,paid by the party,of the second part, does hereby grant and release unto.the party of the second part, the.heirs or successors•and assigns of the party of the second part,forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected,situate,lying and being in the (see attached schedule"A"). Being and intended to be the.'same premises conveyed to the party of the first ,part by deed dated August 31, 2016 and recorded September 15, 2016 in Liber 12879, Page,834 in the Office of'the County Clerk, Suffolk County, State of New York. Suffolk County Tax-Map# 1000-081.00-03.00-013.000 TOGETHER with all right, title and interest, if any, ofthe party of the first part of, in and to any streets and roads abutting the above described premises to the center lines.thereof; TOGETHER with the appurtenances and all the estate.and rights of the party of the first part'in and to said premises; TO HAVE AND TO HOLD the premises herein-granted unto the party of the second part,the heirs or successors and assigns of the party of the second*,forever. AND the,party of the first part,covenants that the party of the first part has not done or 'suffered anything whereby the said,premises have been encumbered in any way whatsoever,except.as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the-first part will receive the consideration for this conveyance and will hold the right,to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply same first to the payment of the cost of the.improvement before using any part of the total of the same for any other purpose. The word,"party" shall be,construed as if it read"parties" whenever the sense of this indenture so requires. r FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO.7404.013271 SCHEDULE A 1 (Description of the'Land) For Tax Map 1D(s): 1000-081.00-03.00=013.000 ALL that'certain.plot,piece or parcel of land,situate,lying and being at Bay View, near the Village of Southold,in the Town of Southold,County of Suffolk and State of-New York, bounded and described as follows: BEGINNING at a monument located at the intersection of the southwesterly corner of the premises herein with the northwesterly corner of land now or formerly of J.Collis,on the easterly side of the main.highway known as Paradise Point Road;, RUNNING THENCE along the easterly side of'Paradise Point Road, North 16 degrees 33 minutes.00 seconds East, 199.68 feetto the.southerly side of a 50 foot Private Road; THENCE along said Right of Way,.South 79,degrees 52 minutes 10 seconds East,407.40 feet to the westerly side of land now or formerly of A. Krupskl(now being land now or formerly of McDonald); THENCE along said land South 30 degrees 21 minutes 00 seconds West,2J410 feet to the northerly side of land now or formerly of J.Collis; THENCE along said land, North 69 degrees 54 minutes 00 seconds West, 340.08 feet to the easterly side of Paradise Point Road at the point or place of BEGINNING. -wiTQGETRERth-the-,nght2toWus-o, in common with others, the present private road on land of Ann Hallock CuMe-Bell extending from Paradise Point Road on the west to land of Helen Byron on the east. TOGETHER with a right of way from said Private Road across other land of Ann'Hallock Currie-Bell to the northerly side of'the premises herein; but it is understood.and agreed that said right to the-use of the private road and the right of way across said other land of Ann Haliock Currie-Bell is.solely for the purpose.of ingress and egress to and from the premises herein and that.said,rights herein"granied>do not include any right of way to:the water, nor access to any beach nor any beach privileges. FOR CONVEYANCING ONLY: Together with all the right,.title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. END OF SCHEDULE A Commitment for Title Insurance Printed: 01:UM @'01:18 PM Schedule A-1 Description NY-FT-FRVH-01030.431004-SPS-1-21-7404-013271 j IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: 4THMAS GOELLER SHARON GoEl LER STATE OF NEW YORK COUNTY—OF SUFFOLK On the isday of February,,2022 before me,the undersigned,personally appeared THOMAS GOELLER, personally known to me or proved to me on the basis of .satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and. be to me that he/she/they executed the same in his/her/their capacity(ies)', that by his/her/their signature(s) on the instrument, the 'individual(s).acted, executed the instrument before notary in Suffolk County, State of New York. Notary Public �,�, S'I4t� QP NSbt�YGvi(� 4OZ,J (pUSZ� S STATE OF NEW YORK .eu^^M-4-" 941A,3 2I13I1B COUNTY OF,SUFFOLK On the ISday of February,2022 before me,the undersigned,personally appeared SHARON GOELLER, personally known to me or proved to me on the .basis of satisfactory evidence to be the individual(s) whose name(s)' is. (are) subscribed to the within. instrument 'god acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), that by his/her/their signature(s) on the instrument, the individual(s) 'acted; executed the instrument before notary in Suffolk County, State of New York. Notary Public. S , l ^ A)O p Z C Z 1(2, SURVEY OF: PROPERTY LOCATED AT BAY VIEW (NEAR THE VILLAGE OF SOUTHOLD) TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-61-3-13 AREA = 86.300.5 SF. = 1.9812 ACRES SCALE: 1"=50' LAND N/F NOTE: THE EXISTENCE OF RIGHT OF WAYS. JEFFREY F & WETLANDS AND/OR EASEMENTS OF RECORD SUSAN M KAYTIS IF ANY. NOT SHOWN ARE NOT GUARANTEED. CONC.O S 79 o GR 1 VET pRIVEWAY MON. - _ 52 10"E PROPOSEDEER FENCD 4_O�. o m m / xo G1 mloi A� z m 70 m D O m< GARAGE 15/S (Zj EDGE OF to �� PROP _ O / CLEARING PRly ,ROSEp DE E ER FENC v co o�? / GE IQY 2 14.4 PROPOSED 3 A Q PATIO Ln N DEER FENCE �w ai m T / 17.3 2. 5.4 0. � c 2�5 \ Oy�Tl \ F E I L� a N 2 4 m y o° m \_ �Q� �� ARy s m co 'f N � 3 / POLE ' Oy PROPOSED 211 AREA / OF FRAME FR TRES CESSPOOL �g7 J�r �_ Q V ADDITION [BY OTHERS) 6� �Q�� O �cs elf 050079 COLUMN\ DRIVE. ��A VU�� \ O.L. \ LAND N/F ANNE \ pFFRppSE \ MARK S MCDONALD N 6g 34 0.0 p»�\\ \,o , n- Q UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION \ o-V ry OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. \ Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED \ OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ry GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO LAN❑ N/F \ THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO J. C A L L I S / \ THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. J E R R Y J C A L L I S REVOCABLE TRUST SURVEYED BY: GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL GRAN. INSTITUTIONS OR SUBSEQUENT OWNERS. MON. P A U L B A R Y L S K I LAND SURVEYING PATCHOGUE NY 11772 PHONE 631-294-6965 FAX 631-627-3166 PAULBARYLSKI®YAHOO.COM JULY 26, 2016 2077-P 6-7-2022: PROPOSED ADDITIONS YVIEw g'DA� MAP OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1�T�R S.C. TAX No. 1000-81 -03-13 •IZT � _ SCALE 1 =40 A yVI� OCTOBER 24, 2022 '?OA 1) AREA = 86,300 sq. ft. 1.981 ac. 60' RICI,tT Off+ 1pAY N/o S 7g• J�'FF�'Y /F 52 1p� E & sUs errs (00 m 600, ry p a EDDE OF ORAVEI.DRWW'AY `\ .........................::::::::::::::T':^:::::...... a Q V ui$ f0' PROP ;`::':: ' ''. a S p I �' 0 S�O�T OF ....•... 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SO .. . . . . .. . .. . UTHOLD . . . . : . - . . . . . ' . . . . . . . . . . . . . . . . TOWN OF ..SOUTHOLD. :. . .' .: : . . NTY, NEW PORK . . - . UFFOLK COU QR .. . .. . . . .. . . •' .. . . . : . . � SS:C: TAX N '. :1000-8.1�-03_1,3 ' . .. . ' . ' , . . . . . . . . .. . . - .. . .. . . . - : n_ '�. :. .& -40 .. .. . .. . . . .. . T 24, 2022 . R .. . . . .' .. . .. . . . . . .. . . . .. . .. . . . . . . . . .. . .. . .. . .. . _ - 86,300.sq..ff. . . . . .. ' . _ ... . .. . .. . .......�..........�.-.....I..��.�......II.....I..,� . . . _ . . . .. . . . .. . . . _ . . .. . . . .. . .. . . .I..II.........I....I..II.......�.......,.........:..D....,....�........-.I�......-...,,....,... .........I..I....::.�...-............�....I........I,..........,....��.......,....I...I....I.....II—.�...�................................I................I.-..I.-.........I................'..�..I�.-�I..�....�..........I.....*..'............ 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S.. . , . s Construction ut �ry� Surtroys — bdfvlstons 5ibe,Plcn = t'O�. Successor T TRUS?� . . . iRNe Su . . _ _ . .. . . . . . . . . . . . . . . . . .. . .. . PHA NI�dc�Road_A 90 FaAgWOGBDRESS 7 34p.O ' 8 Jamesport, New York '1947 Jamesport, New York 1194 . . .' . . . . _ E_Mail: NConein30aol.com .. .. . .. . w R•°� ' �� F MAP gTK BASE 0 PROPERTY SITUATE -s° SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 11TOR S.C. TAX No. 1000-81-03-13 4, SCALE 1"=40, OCTOBER 24, 2022 p� DECEMBER 7, 2023 AS-BUILT FOR NEW GARAGE .D 1T �_ AREA = 86,300 sq. ft. _ 1.981 GO. So' RIC - flT OF (o N' Cb EDGE OF GRAVEL DRIVEWAY `\ f0' AR4GE "' OAR SXISTI�rG ROB AAP 0� +s.a407.40' v 14W cYi O 4� PATIO - m �5.4' W N Z °` ►� DEC 1 1 2023 Cd �.R4 1 STORY 29.4' • FRAME HOUSE ��ggQ�}figg��.••tt g. P�T9 ___ —_ \ � ` 1 �� .CESSPOOL OTHERS _ _ T MN aG�M' �I co -�-0►�,N �RE'S n'Y 2 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IAL.S.AND APPROVED AND ADOPTED FO SUCH U E NEW YORK STATE LAND oe off$ `� 5'CP'•,...... ,�FG1, �i 69.54'00„ �\��0 *? LPN p+T co - 2 • . s 467 :• p s'►' -.•••••• N.Y.S. Lic. No. 50467 Nathai#Vtfilt Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. LS. Joseph A. Ingegno LS. ?'�Us, •rV Title Surveys - Subdivisions - Site Plans - Construction Layout T A0 PHONE (531)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS `;140. 1586 Main Road . P.O. Box 16 �8' Jamesport, New York 11947 Jamesport, New York 11947 E-Mail: NCorwin30aol.com - - - - 42-243A ' 1 DATE(MM/DD/YYYY) A o CERTIFICATE OF LIABILITY INSURANCE I 09/30/2021 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). PRODUCER CONTACT NAME: Aon Risk Services Central, Inc. y Chicago IL Office (A/CNNo.Ext): (866) 283-7122 FAX No.: (600) 363-0105 200 East Randolph E-MAIL p 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 INSURERC: 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 SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD D/YYYY MMIDD/YYYY A X COMMERCIAL GENERAL LIABILITY GL09 76 1 MM/D 8 EACH OCCURRENCE $2,000,000 CLAIMS-MADE X❑OCCUR DAMAGE TO RENTED $1,000,000 PREMISES Ea occurrence MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $2,000,000 GENT AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $10,000,000 X POLICY ❑JECT LOG PRODUCTS-COMP/OP AGG Excluded 00 0 OTHER: n A BAP 9376314 18 10/01/2021 10/01/2022 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY $3,000,000 Eaccident) „ X ANYAUTO BODILY INJURY(Per person) C Z OWNED SCHEDULED BODILY INJURY(Per accident) N AUTOS ONLY AUTOS HIREDAUTOS NON-OWNED PROPERTY DAMAGE V ONLY AUTOS ONLY Per accident d C X UMBRELLA LIAB H OCCUR UMB4033493 10/01/202110/01/2022 EACH OCCURRENCE $2,000,000 U EXCESS LIAB CLAIMS-MADE Umbrella Liability AGGREGATE $2,000,000 DED RETENTION B WORKERS COMPENSATION AND wc937631118 10/01/2021 10/01/2022 X PERSTATUTE OTH- EMPLOYERS'LIABILITY Y/N AOS E ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICER/MEMBEREXCLUDED? F9 N/A WC937631218 10/01/2021 10/01/2022 (Mandatory In NH) MA,WI E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000— DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) y= 1+ z CERTIFICATE HOLDER CANCELLATION >v SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold AUTHORIZED REPRESENTATIVE PO OX Cutchogue2NY 11935-1146 USA `J i ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD r 1 Y"ORK 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 1 d.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"la" 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 Z 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"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". 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 licensed agent of insurance carrier, Approved by: _��, 10/01/2021 Llmte� 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 r 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 i I I 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 5421 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 ''� 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 so DIRECTION OF THE LICENSED / REGISTERED ENGINEER . r) c, RESIST BOTH AXIAL AND BENDING FORCES. M 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE 0— FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' m (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O Z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS 0/ w (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED Z O WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). r V TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 z 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 LjLj USE CATEGORY UC413 (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. L_L._L Z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" Z O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR Q BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. 1... 1 1 ry >- (`u' ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED w ^o ` AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE O ;.;0 AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT = V STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. Z O Q '€; w °' SIDING & ROOFING PANELS (FLUOROFLEX 1000 T-) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME m 10 STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON v EXTERIOR. r W OZ oe TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, Z O U CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. r1_000 o GUTTERS -5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH ALL Qmm7o X O SIDES OF THE BUILDING. Z co 2x4 F1 F1 MFS 09/20 11 L_1_l = EARTHQUAKE DESIGN DATA TABLE w a. 0.2 SEC SPECTRAL RESPONSE 0.175 g `n ACCELERATION (Ss) 8 1 1 1 1.0 SEC SPECTRAL RESPONSE 0.05 g ACCELERATION (Si) SEISMIC DESIGN CATEGORY B Z RISK CATEGORY (TABLE 1604.5) SITE CLASS D LIGHT FRAMED WALLS SHEATHED BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS ■•- SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR DRAWN BY.• POLHEMUS STEEL SHEETS BUILDING DESIGN CRITERIA DATE. 5/10/2022 RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE BUILDING CODE 2020 BCNYS CHECKED BY.• EM SEISMIC DESIGN BASE SHEAR 500 LBS USE GROUP U I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS DATE: 6/3/2022 CURRENT LUMBER SPECIFICATIONS (06-01-2013) CONSTRUCTION TYPE VB BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT REVISED DATE: --- RISK CATEGORY I SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED SIZE DESCRIPTION BENDING VALUE Fb BUILDING AREA 1o8osQ. FT. PROFESSIONAL ENGINEER. REVISED DATE.' 13 --- SHEET INDEX 2x4 NO. 2SPF 13PS1 Date: REVISED DATE. 2x4 NO. 1 SYP 113 PSI DESIGN ELEVATION 100 FT. ' ---- SHEET # DESCRIPTION 2x4 2100f MSR SPF 2100 PSI ROOF SNOW LOAD * 20 PSF 2022.06.16 REVISED DATE: ---- G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x6 NO. 2 SPF 1138 PSI GROUND SNOW LOAD 20 PSF ADAM CRUTCHLEY, P.E. 05'00' 2x6 NO. 1 SYP 1350 PSI WIND SPEED (VOLT) 130 MPH odam.crutchley@allieddesignoes.com S1 OF S7 COLUMN PLAN 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VASD) 101 MPH DATE: REG.# ��Q1r 2X6 2400 MSR SYP 2400 PSI y S2 OF S7 TRUSS/BRACING PLAN & DETAILS �. Mau U r O S3 OF S7 TRUSS DRAWING & DETAILS 2x8 NO. 1 SYP 1250 PSI *ROOF SNOW LOAD CALCULATIONS �'� �� cti�;p S4 OF S7 ELEVATIONS 2x8 2400 MSR SYP 2400 PSI Pf = 0.7xCexlxPgxCt t .t 2x10 NO. 1 SYP 1050 PSI "� S5 OF S7 SECTIONS & DETAILS Ce = SNOW EXPOSURE FACTOR = 1.0 u; S6 OF S7 SECTIONS 2x10 2400 MSR SYP 2400 PSI I = IMPORTANCE FACTOR = 0.8 G� Dept cap.• `rom ZBA � _ S7 OF S7 SECTION 2x12 NO. 1 SYP 1000 PSI Pg = GROUND SNOW LOAD = 20 PSF Finnaal n!vi ��ocumr�ents Pile 4 2x12 2250f MSR SYP 2250 PSI Ct = THERMAL FACTOR = 1.2 Date:Pf = 0.7 x 1.0 x 0.8 x 20 x 1.2 = 13.44 PSF I / a �p 1007. RQFESS�pt1Q` 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Cs = ROOF SLOPE FACTOR = 1.00 3 1/2"x15" GLU-LAM 1650 PSI Ps = Pf x Cs = 13.44 x 1.00 = 13.44 PSF 5 1/4"xl 6 1/2" GLU-LAM 2400 PSI Psmin= 20 PSF „�■,� 5 1/4"x19 1/2" GLU-LAM 2400 PSI SCALE: AS NOTED SHEET NO: OF: uu4w �'�" Ais�b f_ y4-IZ G1 G1 OFFICE: CUTCHOGUE, NY JOB NO. 128-115421 3-2x6 LAMINATED COLUMN Lo cl� tt T#124 &T#126 OR T#129 N ROUGH OPENING SCHEDULE -_ s z co cl� UNIT SYMBOL WIDTH HEIGHT '2 FLUOROFLEX 1000 ui FROM LEGEND Lu 38 1/4" 81 HI-RIB STEEL X' VERIFY VERIFY z Lu z < z 2x2 JAMB ALUMASEAL z T#151 T#152 T#154 NOTE: (3) 2x6 BOX JAMBS 0 AT BOTTOM FILL 2 1/4"VOID WITH 2x6x2'6" TREATED BLOCK (RIPPED TO 5-1/4"TO CLEAR ri-loo SCREW HEADS ON BRACKET) AND 1 x6xl Z' BLOCK (HOLD BOTTOM BLOCKS 1/2"ABOVE LiLi FLOOR HEIGHT). AT MIDDLE AND TOP FILL VOID WITH 2x6 AND lx6 BLOCKS THAT ARE 12" LONG. OHD JAMB DETAIL # 1 SCALE: 1 1/2"= V-0" CV CN CN 011 U�u CV 0 UJ 7 b 7-4 1/2" 7'-6" 7'-6" 7'-6" 7'-6" m 7-4 1/2" ol 1'-0"VENTED SIDEWALL OVERHANGS lo u V) I 1'-0"NON-VENTED ENDWALL OVERHANGS z 0 A V) w -911 1-911 z 23 18"M 23 Lu "M 22'-4 1/2" '7 1 o 18"M 18"M5 18"M5 18"M5 18"M5 18"M5 1811M N L 0 o s � 18"M c 15-10 1/2" x C 0 I l'-10 1/2" 18"M 0 a: 18"m 7-10 1/2" 0 z Lu 04 U,o ra 18"M 18"M51'-4 1/2" 18"M5 A 18"M5 8"M5A 18"M5 18"M V: r I N 7-4 1/2" 7'-6" 7'-8 1/4" 81-01, 6-9 3/4" 7'-4 1/2" 7 C14 C? 1 11 CN DRAWN BY.• POLHEMUS b co n cv C�l b DATE.* 5/10/2022 04 cy) cat CHECKED BY.' EM COLUMN PLAN LEGEND DATE.* 6/3/2022 REVISED DATE. ---- o - 3-2x6 LAMINATED COLUMN LOCATION REVISED DATE., - 3-2x8 LAMINATED COLUMN LOCATION HEADERED TRUSS LOCATION COLUMN PLAN REVISED DATE., - 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, IN SWING, �REVISED DATE., LEFT HINGE WITH CLOSER, LOCKSET - (3) 4'5"x2'5" PCA5329 VENT PELLA LIFESTYLE DUAL PANE AWNING WINDOWS O - 8'-2"x8'-1"OVERHEAD DOOR Q - (2) 10--2"x8'-l"OVERHEAD DOORS - SNOW RETAINERS of: E - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS u 0 18"M- 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED ROD Lu WITH AN ADDITIONAL MINIMUM I"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2' 81 ZbA loonq Fina! 'tents 18"M5 18" DIAMETER FOOTING WITH 5TO BOTTOM OF 33"THICK CONCRETE SCALE: Z?.P, r':, %, 247 PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE 1 4' 16' Dal'( 3 s 10 COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. (SCALE.- AS NOTED SHEET NO: OF.- 1 Sl S7 I OFFICE: CUTCHOGUE, NY 3 JOB NO. 24' - 2x8 (NO.1 SYP) 1 28-1 1 5421 END RAFTER ASSEMBLY (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME o v 2x4 BEV. PURLIN ;� • I ' I C6 I � l • I Q_ N TOE NAIL OVERHANG RAFTER X I I I TO OVERHANG NAILER WITH i I m (1) 16d R.S. NAIL EACH SIDE O � (6) 4"STRUCTURAL SCREWS PER CONNECTION z Lu 2 MEMBER END COLUMN EXTENSION OR !�^ z • UPRIGHT ASSEMBLY FASTENED TO END V OVERHANG FRAME 24' - 2x8 (NO.1 SYP) RAFTER ASSEMBLY AS SHOWN AND TO 2x6 OVERHANG NAILER END RAFTER ASSEMBLY EACH INTERSECTING WEB. FASTEN TO (7) 4"STRUCTURAL SCREWS HEADER AND FRAMING MEMBER WITH (2) i Z • 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. • 1 1 1 1 1 3-2x6 CORNER COLUMN DETAIL B z SCALE: 1 1/2" = 1'-0" z Q ::.:.. DETAIL A ...: ::.. SCALE: 1 1/2" = 1'-0" W Z a::,,. . Q _�.., ._o z o ;. Lu 00 -to "- D U J 0 = o - - - O - - - ........................... .......................... I X O O I Z o O .. ..._._._..... ........................... ............................ ............................ ............................ ......_._._... c� 0 O O I B w s2 oe W O O O O O I N 0 -- - - - - - - - - - - - — A W S S2 J— z Q z I I I I I Ilk 7-4 1/2" 7-6" 7'-6" 7'-6" 7'-6" 7'-4 1/2" 77) �. DRAWN BY. POLHEMUS O 011 v o v o �r � DATE: 5/10/2022 N N coCHECKED BY. EM DATE: 6/3/2022 REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE. ---- ---- TRUSS/BRACING PLAN REVISED DATE.' OF TRUSS/BRACING PLAN LEGEND Lu i - 24' 4075-S1 R.C. TRUSS 2 - 24' END RAFTER ASSEMBLY " FO 9 Siu Dept c,),_? from Z5A � 2' 8' Finn :�v,at:»�,clocyn'Fen A 002 X. SCALE: �� '` �`�) RpFESS1d� 3 - x4 TRUSS TIES p. 3 ! / a - 2x6 DIAGONAL END BRACES Date: 1' 4' 16' (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) SCALE: AS NOTED SHEET NO: OF.• S2 I S7 o FFICE.' lcIr"cc,7TCHOGUE, NY JOB NO. 128_115421 7 TRUSS SPACING 7-6" O.C. LIVE LOAD 20 PSF DEAD LOAD 4 PSF CEILING LOAD 2 PSF Lo TOTAL LOAD 26 PSF 6 rc lclo ui 7-2 3/4" co O M z ui z 0 a. 2 Lu 23'-9" ............ 24' R.C. 4075-S 1 TRUSS SCALE: 1/2" 1'-0" Lu o ::. X > 60d R.S. NAIL D 01 zII jj V) w 60d R.S. NAIL _j v 2� o 20 GA. GALVANIZED 20 GA. GALVANIZED cy BOTTOM CHORD PURLIN CONNECTOR TOP CHORD rj PURLIN CONNECTOR 0 OF TRUSS OF TRUSS 0 (1) #9XI" HWH SCREWS ON PEAK SIDE AND (2) (1) #9x1" HWH SCREW ON PEAK SIDE AND—:�� ON EAVE SIDE IN HOLES SHOWN. (2) #9xl" HWH SCREWS ON EAVE SIDE OF (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) LLB oe 2x4 TRUSS TIE DETAIL CL 2x4 BUTTED PURLIN DETAIL SCALE: 1/2"= 1'-0" (PURLIN CONNECTED WITH 60D R.S. NAIL) 1 1-1 SCALE: 1 1/2"= Y-0" HEADLOK .1 9"x6.0" FLATHEAD LAG SCREW z (]CC-ES REPORT ESR-1078) 2x4 PURLIN 3' WIDE DRAWN BY." POLHEMU—"") (ZONE 2r & 3r) DATE: 5/10/2022 s CHECKED B Y: EM DATE." 6/3/2022 REVISED DATE: ---- 2x4 PURLINS @ 22"O.C. REVISED DATE., 20 GA. GALVANIZED REVISED DATE.' TOP CHORD PURLIN CONNECTOR OF TRUSS REVISED DATE.' 3' WIDE (ZONE 2e & 3e) N (1) #9xl" HWH SCREW ON PEAK SIDE AND C.5 (2) #9xl" HWH SCREWS ON EAVE SIDE OF I BE FASTENED PURLIN IN HOLES SHOWN (JOINT MUST BE O - w/NHEADLOKDICATESP.19"URLINS x 6.0"TO FLATHEAD LAG Lu TIGHT BEFORE FASTENING CLIPS) SCREW, ALL OTHER PURLINS TO BE uj lie FASTENED w/60d R.S. NAIL 2x4 BUTTED PURLIN DETAIL 1002 9 (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) B;jg DeftC31-,) 11-Or,ZWk R�FEssl SCALE: 1 1/2"= 1'-0" m Final i2w.ed o un:"nts ZSA Pikll -1-7 A v Data:24' WIDE BUILDING PURLIN LAYOUT "SCALE: AS NOTED SCALE: 1/2"= V-0" SHEET NO: OF: S3 S7 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-115421 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • Ln C6 %0 c� coLu D z IOW z 0 LjLj EAST ELEVATION Uu > w .............. > -i z 01 Lij 12 6 T#16 GABLE TRIM 6 %0 12 to 1 D U—J o HI-RIB STEEL SIDING T#21 CORNER TRIM T#167 TRANSITION TRIM 0 HI-RIB STEEL WAINSCOT tj x 0 T#167 BASE TRIM co 6'-6" 1 111-01, 1 6'-6" 7 z LLJ = ce b ;o 0 w a: SOUTH ELEVATION p0 U_j 8 NORTH ELEVATION zQ VENT-A-RIDGE rDRAWNBY.- POLHEMUS DA TE: 5/10/2022 CHECKED B Y.- EM 5" O.G. GUTTERS DATE.' 6/3/2022 REVISED DATE. HI-RIB STEEL SIDING REVISED DATE., T#21 CORNER TRIM REVISED DATE F7-11 T#167 TRANSITION TRIM �ZEVISED DATE. HI-RIB STEEL WAINSCOT --------I T#167 BASE TRIM Lj— p9t U 0 4'-0" 1 15'-0" 1 7'-8 114" 7-3 3/4" 1 6'-6" 1 4'-6" *Q�'� �� C? I? Lu 0 ui b op b 6idg Dept co.p� from ZBA �o co Final revi,2kiad docun Lr) ZEA Pll !, 77 _wnts Date: A 1002 WEST ELEVATION ry F s 2' 8' rSCALE. AS NOTED SCALE: SHEET NO: OF, 1 4' 16' S4 S7 POFFIE,,;DESIGN AND EXPLANATORY NOTESHOGUE, NY 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL -1 1 5421 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM U DISTANCE OF 10' PLUS OVERHANG WIDTH. C6%0 C. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. 0— N UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING M MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL TRUSS IN COLUMN 0— SADDLE BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. co LAMINATED COLUMN d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. o Z Lu 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF !Q000 Z TRUSS SADDLE ISOMETRIC LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND ' TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. v z 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 1 1 1 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 INSTRUCTIONS. Z FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 PURLINS @ 22"O.C. z (NO. 2 SPF) 2x4 BEV. PURLfN W Z WIRE MESH = U FILLER STRIP Cn :. O �yt,vi 2x6 BEV. FASCIA o Z `� 5" O.G. GUTTERS 24' 4075-S1 R.C.TRUSS w =D '2 co T#144 & 146 FASCIA TRIM D U SOFFIT W O HI-RIB/SOFFIT CAP ►- 2x6 OVERHANG NAILER ( 2 ) ROWS 2x4 NAILERS (2100 MSR SPF) 0 (2) 1/2"x5 1/2" M. BOLTS & FASTENED W/ (3) 16d R.S. NAILS AT INTERMEDIATE (4) 4" STRUCTURAL SCREWS LOCATIONS & (4) 16d R.S. NAILS AT SPLICE Q/ o LOCATIONS (2 EACH SIDE) X FLUOROFLEXTM 1000 HI-RIB STEEL 7 co O 3-2x8 LAMINATED COLUMN rz O 2x2 VERTICAL BLOCKING v7 z Z AT COLUMN LOCATION Q cn 10'-0" T#167 TRANSITION TRIM Lu GRADE TO HEEL a_ 2x6 NOTCHED NAILER (NO. 2 SPF) Q vi FASTENED W/ (3) 16d R.S. NAILS AT INTERMEDIATE 8 LOCATIONS & (4) 16d R.S. NAILS AT SPLICE 1 1 1 LOCATIONS (2 EACH SIDE) FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT —� 7/16"OSB PROTECTIVE LINER LOWER COLUMN z aC (32) 1/4"x 2 1/2" POWER LAG WASHER HEAD PRECAST CONCRETE YELLOW ZINC SCREWS COLUMN INSTALLATION T#167 BASE TRIM 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE 6" CONCRETE FLOOR V�'ITH BASE PLATE COLUMN W/ADJUSTMENT ROD & DRAWN BY.' POLHEMUS BASE PLATE IN THE AUGERED UNDISTURBED SOIL DATE: 5/10/2022 8„ HOLE. ".J'' ��I CHECKED BY: EM 4 ' 2. PLUMB PRECAST CONCRETE D • FINISH GRADE COLUMN IN BOTH DIRECTIONS ATE. 6/3/2022 t i 4"MINIMUM COMPACTED GRANULAR BASE ♦ `' ''. ''! 3. ADJUST HEIGHT UP OR DOWN REVISED DATE.' ---- OR IN SITU GRANULAR SOIL '' ' -• ''•`~ '' s.' ? WITH ADJUSTMENT HEX ROD REVISED DA TE.' ---- 360M & 370M BRACKETS FASTENED TO MFS :1 �•: ': REVISED DATE.' ---- W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH '.:`• 4. POUR READf-MIX CONCRETE INTO THE HOLE AS SPECIFIED. REV/SED DATE. ---- 5'-01, (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS ' ';• 5. BACKFILL AND COMPACT THE �3S1ITREC6UI, ' t�fE rDF�t VVMINIMUM). ANNULAR SPACE AROUND THE 32" BELOW BOTTOM OF PRECAST CONCRETE COLUMN COLUMN TO GRADE WITH SOIL AROUND EXPOSED REBAR CAGE AND 3/4"x14" AUGERED FROM THE SITE. �OF N THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. g�,t3' , t1 TL,h►O'P.F, PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN c �� LOWER COLUMN IN ONE OPERATION. ISOMETRIC 18"O ADDITIONAL REBAR CAGE uj W Diug De.:c,),; from ZbA SIDEWALL SECTION A Final :—��k�7� "cs op �oox1q ZF Date: 3/ / 3 sso SCALE: 1/2"= V-0" (SCALE: AS NOTED SHEET NO: OF: S5 S7 i OFFICE: CUTCHOGUE, NY JOB OB NO. 128-115421 • W) 0 cN Lu OD z ui z 0 FLUOROFLEXTM 1000 HI-RIB STEEL GABLE PURLIN FLASHING 2x4 PURLINS T#16 GABLE TRIM (4) 0.135"x 2 114" R.W. NAILS OR 16d R.S. NAILS r1oloo 2x6 FASCIA LjLj 01 Lj_j T#194 TRIM i (1) 4"STRUCTURAL SCREW THROUGH STRAP & INTO BRACE SOFFIT 2' END BRACE STRAP W/ PRE-PUNCHED HI-RIB/SOFFIT CAP TRIM HOLES (BEND TO FIT) FASTENED W/ (3) 0.140 x 1 1/2" R.S. NAILS < ' �u z 24'-2x8 (NO.I SYP) 2x6 DIAGONAL BRACING FASTENED Lij END RAFTER ASSEMBLY TO COLUMN W/(4) 16d R.S. NAILS > 2-2x6 E.C.E. 24' 4075-Sl R.C. TRUSS 0 2x4 TRUSS TIE 0 Z— — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — - ---- — — — — — — — — — uj 12 so D =j ry LU 2� o 0 0 3-2x6 LAMINATED COLUMN 2-2x6 UPRIGHT 0 z LJ_J 2: 2x6 NAILER Q Lu 2x6 FLOCK (2) 2x1 0 HEADERS HEADER FASTENING SCHEDULE CL (NO. 1 SYP) HEADER UPRIGHT JAMB MEMBER COLUMN Lj_j 8 T#124 EA. 2x10 6 6 T#129 2x2 FLOCK O.H.D. T#151 ALUMASIA1 z (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD T#154 T#152 NOTES: YELLOW ZINC SCREWS 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS 2x3 JAMB (BEYOND; REQUIRED PER CONNECTION. BOTTOM 2'TREATED) 8'-3" 2. PRE-DRILL HEADERS AS REQUIRED 3-2x6 JAMB COLUMN (BEYOND) GRADE TO BOTTOM TO PREVENT SPLITTING. ' �DRAWN BY. POLHEMUS� OF 2x6 BLOCK 3. IF NUMBER OF SCREWS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION 2x6 TRACK BLOCK (BEYOND; IS EXCESSIVE TO CAUSE SPLITTING, DATE: 5/10/2022 8" BOTTOM 2' TREATED) THE EXCESS SCREWS MAY BE INSTALLED CHECKED B Y: E M IN HEADER SUPPORT BLOCKING. DATE.TE: 6/3/2022 FINISH GRADE OHD HEADER SECTION C SCALE: I"= V-0" REVISED DA TE., REVISED DATE: 4'-0" REVISED DATE: REVISED DATE. AW "N 44 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 29' BELOW BOTTOM OF PRECAST CONCRETE COLUMN OF AROUND EXPOSED REBAR CAGE AND 3/4"x14" 18"0 THREADED ROD WITH AN ADDITIONAL MINIMUM I" C, U ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. co..,� fror-,Zb 3i,;g Dcp loo2 q ENDWALL SECTION B Final raviewoed d urvvents SOO ZZA File —7-7 Vs) Q. SCALE: 1/2"= V-0" D a te�,3 J (SCALE: AS NOTED SHEET SHEET OF. NO: I S7 i i FOI�FlTCHOGUE, NY . 1 28-1 1 5421 • o U A a_ Lu co m (2) 1/2"x5 1/2"M. BOLTS 8, O D Z (4) 4" STRUCTURAL SCREWS w Z O v CL W � 24' 4075-S1 R.C.TRUSS 1 1 1 -� 2 Z O_ 12 Z /■�� N Ha S:I"" J 3-2x8 STUB COLUMN Z � 2x6 NAILER (2) 2x10 HEADERS HEADER FASTENING SCHEDULELu 0 t:,.>:.:.... HEADER STUB JAMB U MEMB=R COLUMN COLUMN 2x8 BLOCK EA. 2x10 8 8 Z O oe T#124 LLJ «o T#129 O.H.D. �- ALUMASEAL 2x2 BLOCK I NOTES: T#151 T#153 l. NUMBERS ABOVE ARE 4"STRUCTURAL �/ 1 1 Z T#154 SCREWS REQUIRED PER CONNECTION. O 2. PRE-DRILL HEADERS AS REQUIRED � 2x3 JAMB BEYOND; 8-3 = O ( TO PREVENT SPLITTING. BOTTOM 2' TREATED) GRADE TO BOTTOM 3. IF NUMBER OF SCREWS REQUIRED FOR ` ♦ 0 3-2x8 JAMB COLUMN (BEYOND) OF 2x8 BLOCK HEADER TO JAMB COLUMN CONNECTION v 2x6 TRACK BLOCK (BEYOND; IS EXCESSIVE TO CAUSE SPLITTING, Q/ o THE EXCESS SCREWS MAY BE INSTALLED BOTTOM 2' TREATED) IN HEADER SUPPORT BLOCKING. O OHD HEADER SECTION D Z o SCALE: 1"= V-0" n- 1 1 1 = 0 im w a, N 1 1 1 g _J z Z I i DRAWN BY.• POLHEMUS DATE: 5/10/2022 CHECKED BY: EM DATE: 6/3/2022 REVISED DATE.' ---- REVISED DATE., ---- REVISED DATE: --- REV/SED DATE.• ---- tiof N-• �- Lu c� ,4 Pro+` zts� RpFESSt��P Final r2viawed do nxhts Z2A!'ile%I `7 �ate� (5�CALEAS NOTED SHEET NO: OF: S7 S7 i 0 7-4 1/2., i. .. 7'-6" 7'-6" N 7-6" N 7'-e' 74 1/Z' 1'-0"VENTED SIDEWALL OVERHANGS 1'-0"NON-VENTED ENDWALL OVERHANGS I I A I I I � —I— I S5 _I— — I —I— — 23'-9„ 8 M� „ 1 , 18',M5 18' 5 18'M5 18UM5 ,8"M5 . o 10 6 15-10 1/Z' 1 V-10 1/7' — Iira- 18' , I B -9 1 :o C S 1 8" — 7-10 1/2" o S6 J o V-4 1/2" 18' S 18° 5 1�8'�M5 8�M5� 18' 5 8"M 0. �� r— — — - — o,o., I I S7 7-4 1/2" 7-6" 7'-8 1/4' 8'-0" 6'-9 3/4" 7'-4 1/2' 04 o M cr) 4� -a o 10 10 v I is7. i4 o is v a c) co COLUMN PLAN LEGEND o - 3-2x6 LAMINATED COLUMN LOCATION 19 - 3-2x8 LAMINATED COLUMN LOCATION COLUMN PLAN ■ - HEADERED TRUSS LOCATION 0 - 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR,IN SWING, LEFT HINGE WITH CLOSER,LOCKSET m - (3) 4'5'k27 PCA5329 VENT PELLA LIFESTYLE DUAL PANE AWNING WINDOWS - 8'-2'Sc8'-1"OVERHEAD DOOR Qz - (2) 10'-2'Sc8'-1"OVERHEAD DOORS SNOW RETAINERS 018"IDIAM STENED WITH STAINLESS STEEL SCREWS 18"M- EfE FOOTING WITH 4'T©SOTiTO500 PSI MINIMUM).20"l3EEOW—O TUK4TOF-P-REeA-S-GO,,C F' TEN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM I"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2' 8' 18"M5 18"DIAMETER FOOTING WITF[5�T0^BO.TTOM;OF 33"=THICK`CONCRE SCALE: PAD (2500 PSI MINIMUM).20"BELOW BOTTOAA-OFPRECAST CONCRETE O 0 1' 4' 16' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 1N ONE OPERATION. 2x4 BEV.PURLIN WIRE MESH FILLER STRIP 2x6 BEV.FASCIA o 5"O.G.GUTTERS 24'4075-S1 R.C.TRUSS T#144& 146 FASCIA TRIM SOFFIT HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER (2) ROWS 2x4 NAILERS (2100 MSR SPF) (2) 1/2'k5 1/2"M.BOLTS& FASTENED W/(3) 16d R.S.NAILS AT INTERMEDIATE (4) 4"STRUCTURAL SCREWS LOCATIONS&(4) 16d R.S.NAILS AT SPLICE LOCATIONS(2 EACH SIDE) FLUOROFLEXTM 1000 HI-RIB STEEL 3-2x8 LAMINATED COLUMN 2x2 VERTICAL BLOCKING AT COLUMN LOCATION 10 GRADE TO T HEEL T#167 TRANSITION TRIM 2x6 NOTCHED NAILER (NO.2 SPF) FASTENED W/(3) 16d R.S.NAILS AT INTERMEDIATE LOCATIONS&(4) 16d R.S.NAILS AT SPLICE LOCATIONS (2 EACH SIDE) FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16"OSB PROTECTIVE LINER PRECAST CONCRETE LOWER COLUMN YELLOW ZINC SCREWS POWER LAG WASHER HEAD COLUMN INSTALLATION T#167 BASE TRIM 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE 6"CONCRETE FLOOR - WITH BASE PLATE s, COLUMN W/ADJUSTMENT ROD& UNDISTURBED SOIL :^'; BASE PLATE IN THE AUGERED HOLE. '` - "`' 2.PLUMB PRECAST CONCRETE FINISH GRADE �:•ti' COLUMN IN BOTH DIRECTIONS ., S:a y,•; 4"MINIMUM COMPACTED GRANULAR BASE♦ ',;::: :;'.•, OR IN SITU GRANULAR SOIL "` �•` .3.ADJUST HEIGHT UP OR DOWN WITH ADJUSTMENT HEX ROD 360M&370M BRACKETS FASTENED TO MFS W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH '' '``• "''�= 4. POUR READI-MIX CONCRETE INTO (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M& THE HOLE AS SPECIFIED. 370M BRACKETS WITH#14A x 1 1/2"MILLED SCREWS � 1�R ��TI ll'r �ER�,Db� MINIMUM). ,s��. 5. BACKFILL AND COMPACT THE `':%; Y;:•t ANNULAR SPACE AROUND THE 32"BELOW BOTTOM OF PRECAST CONCRETE COLUMN 'f COLUMN TO GRADE WITH SOIL • AROUND EXPOSED REBAR CAGE AND 3/4"xl4' AUGERED FROM THE SITE. ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN LOWER COLUMN IN ONE OPERATION. ISOMETRIC 18"Sd ADDITIONAL REBAR CAGE SIDEWALL SECTION A _ SCALE: 1/2"=1'-U' f APPROVED AS NOTED DATE - I B.P.# I FEE: 5 `�� D BY COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & TOWN CODES 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS OF FOLLOWING INSPECTIONS: �}- +T :�a i FOUNDATION-TWO REQUIRED 1 ^% �•%.�`�?''•:�.�?�"�'-� SOUTHOLDTOWNZBA r_; ''h•=i:'.:.: •:e,�•„:„; FOR POURED CONCRETE 2 ROUGH-FRAMING,PLUMBING. STRAPPING. ELECTRICAL &CAULKING SOUTHOLD TOWN PUNNING BOARD 3 INSULATION 4 FINALCONSTRUCTION & ELECTRICAL SOUTHOLD TOWN TRUSTEES MUST 6E COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE N.Y.S.DEC REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED RETfJN STORM Era ATE3 RMOF I't� ;SUANT TO^HA,P' US - OF THE TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. TRUSS PLACARDING REQUIRED OFFICE: DESIGN AND EXPLANATORY NOTES CUTC"oGUE, "Y MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 1 28-1 1 5421INCORPORATED 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 MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.)DIRECTION ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE SO OF THE LICENSED / REGISTERED ENGINEER . Q SO RESIST BOTH AXIAL AND BENDING FORCES. _ M 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE 0_ FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0"BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' ui (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS Z w (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED Z WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). O V TREATED LUMBER — PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 Z 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 rl000 USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 1 ! 1 1 1 I Z FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO.2 OR BETTER SPACED APPROXIMATELY 36, Z O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. IF ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED I,JJ ' .. AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THEi'"=: Q AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENTU STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. O :m� Lu SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON CJ EXTERIOR. 1 1 1 2 F— O TRIM-DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, o CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. Jv U 0/ o GUTTERS -5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70%PVDF FINISH TO MATCH TRIM, ON BOTH '� OX • SIDES OF THE BUILDING. Z m 2x4 F 1 F 1 MFS 09/20 Q Lt l z EARTHQUAKE DESIGN DATA TABLE 0 W 0.2 SEC SPECTRAL RESPONSE a' ACCELERATION (Ss) 0.1759 vs 1 1 1 g 1.0 SEC SPECTRAL RESPONSE 005 g LuI . ACCELERATION (Si) SEISMIC DESIGN CATEGORY B Z RISK CATEGORY (TABLE 1604.5) I SITE CLASS D LIGHT FRAMED WALLS SHEATHED BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR eDRAWN BY.• POLHEML1 STEEL SHEETS BUILDING DESIGN CRITERIA DATE: s/1o/2022 RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE BUILDING CODE 2020 BCNYS CHECKED BY.• EM SEISMIC DESIGN BASE SHEAR 500 LBS USE GROUP U I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS DATE. 6/3/2022 CURRENT LUMBER SPECIFICATIONS (06-01-2013) CONSTRUCTION TYPE VB BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT REVISED DATE: --- SIZE DESCRIPTION BENDING VALUE Fb RISK CATEGORY I SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED BUILDING AREA 1080 SQ . PROFESSIONAL ENGINEER. REVISED DATE. . FT.SHEET INDEX 2x4 NO.2 SPF 1313 PSI Date: REVISED DATE. 2x4 21 00f MSR SPF 2100 PSI -- 2x4 NO. 1 SYP 1500 PSI DESIGN ELEVATION 100 FT. SHEET # DESCRIPTION ROOF SNOW LOAD " 20 PSF 2022.06.16 REVISED DATE. ---- G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x6 NO.2 SPF 1138 PSI GROUND SNOW LOAD 20 PSF ADAM CRUTCHLEY, P.E.• 05'00' 2x6 NO. 1 SYP 1350 PSI WIND SPEED (VuLT) 130 MPH adam.crutchley@allieddesignaes.com S1 OF S7 COLUMN PLAN 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VASD) 101 MPH DATE: REG.# S2 OF S7 TRUSS/BRACING PLAN & DETAILS 2X6 2400 MSR SYP 2400 PSI fGQf Ne S3 OF S7 TRUSS DRAWING & DETAILS 2x8 NO. 1 SYP 1250 PSI *ROOF SNOW LOAD CALCULATIONS g 'GSur°ti�'��. 2x8 2400 MSR SYP 2400 PSI Pf = 0.7 x Ce x I x Pg x Ct S4 OF S7 ELEVATIONS � _. !� �,- .� �t Lu S5 OF S7 SECTIONS & DETAILS 2xlo NO. 1 SYP 1050 PSI Ce =SNOW EXPOSURE FACTOR = 1.0 S6 OF S7 SECTIONS 2x10 2400 MSR SYP 2400 PSI I = IMPORTANCE FACTOR =0.8 S7 OF S7 SECTION 2x12 NO. 1 SYP 1000 PSI Pg = GROUND SNOW LOAD = 20 PSF _—J� MAR 21 2023 a �� 2xl2 2250f MSR SYP 2250 PSI Ct =THERMAL FACTOR = 1.2 h ). `_,; �Op fQ�t19 4k.� 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Pf =0.7 x 1.0 x 0.8 x 20 x 1.2= 13.44 PSF Cs = ROOF SLOPE FACTOR = 1.00 3 1/2"x15" GLU-LAM 1650 PSI Ps = Pf x Cs = 13.44 x 1.00= 13.44 PSF 5 1/4"xl6 1/2" GLU-LAM 2400 PSI Psmin= 20 PSF 5 1/4"x19 1/2" GLU-LAM 2400 PSI SCALE: AS NOTED SHEET NO: OF: G1 G1 I OFFICE: CUTCHOGUE, NY JOB NO. 128-115421 3-2x6 LAMINATED COLUMN I tia � T#124 &T#126 OR T#129 _ 0_ tV ROUGH OPENING SCHEDULE Z _ $ UNIT SYMBOL cn {iJ - ° FROM LEGEND WIDTH HEIGHT FLUOROFLEX 1000 `` `"' - Lu D ui [1] 38 l/4" 81" HI-RIB STEEL Q VERIFY VERIFY O Z Z Q/ w 2x2 JAMB ALUMASEAL O z T#151 T#152 CL D T#154 n NOTE: (3) 2x6 BOX JAMBS �••.•/ U AT BOTTOM FILL 2 1/4"VOID WITH 2x6x2'6" Z TREATED BLOCK (RIPPED TO 5-1/4"TO CLEAR �. SCREW HEADS ON BRACKET) AND 1x6xlZ' 1 1 1 BLOCK (HOLD BOTTOM BLOCKS 1/2"ABOVE 1 1 1 FLOOR HEIGHT). AT MIDDLE AND TOP FILL VOID WITH 2x6 AND lx6 BLOCKS THAT ARE 12"LONG. z OHD JAMB DETAIL # 1 Q C _ _ SCALE: 1 1/2"= 1'-0"04 C F_ (V (T < yL.. 1 1 .. ui NT 0 1 1'-0"VENTED SIDEWALL OVERHANGS _ _ N 7-4 1/2" r� 7'-6" 7'-6" N 7-6 N 7'-6 `� 7-4 1/2" J O i I I I I 1'-0"NON-VENTED ENDWALL OVERHANGS O ( ' >-- I ui "a F-- 18 I II—F li— I N l 18 M 34 1/2" 23 9 F— o LLJ 18"M 1$"M5 18"M5 18"M5 18"M5 18"M5 18"M = o o S6 I I ^ `, U O r 18"M cI — 15-10 1/2" O a 1 1'-10 1/2" — I r 18"M B I = cm L --- S6 bo Q _ 1 C S1 18"M I — 7-101/2" C/�� Z 0 2 - .- S6 � O Lu I a 1'-4 1/2" 18 M 18"MS 18"M5 18"M5 � 8"M5A 18"M5 18"M � N 04 I I S7 Z Q 7-4 1/2" 7'-6" 7-8 1/4" 8'-0" 6-9 3/4' 7-4 1/Z' 0111 DRAWN BY.• POLHEMUS O cM ce) _ �r O %o %o �t I N o DATE. 5/1 OI2022 N co M �j- CHECKED BY.• EM COLUMN PLAN LEGEND DATE 6/3/2022 REVISED DATE' --- o - 3-2x6 LAMINATED COLUMN LOCATION REVISED DATE. - 3-2x8 LAMINATED COLUMN LOCATION --- ■ - HEADERED TRUSS LOCATION COLUMN PLAN REVISED DATE' -- - 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, IN SWING, REVISED DATE: --- LEFT HINGE WITH CLOSER, LOCKSET © - (3) 4'5"x2'5"PCA5329 VENT PELLA LIFESTYLE DUAL PANE AWNING WINDOWS 'O - 8'-2"x8'-l"OVERHEAD DOOR Q - (2) 10'-2"x8'-l"OVERHEAD DOORS - SNOW RETAINERS of �{y},o - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS q,� L+yC,9� 18"M- 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE T r COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD 1 Y L, WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE i COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2' 8' Q 1002 18"M5 - 18"DIAMETER FOOTING WITH 5'TO BOTTOM OF 33"THICK CONCRETE SCALE: OfESS10 PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE 1' 4' 16' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD WITH AN ADDITIONAL MINIMUM I"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SCALE: AS NOTED SHEET NO: OF: S 1 S7 i FFICE. CUTCHOGUE, NY 3� JOB NO. 24'-2x8 (NO.1 SYP) 1 28-1 1 5421 END RAFTER ASSEMBLY 2 N'STRUCTURAL SCREWS IN OVERHANG FRAME v I • I � 2x4 BEV. PURLIN . XI I 1 • I � TOE NAIL OVERHANG RAFTER I TO OVERHANG NAILER WITH m (1) 16d R.S. NAIL EACH SIDE I � • (6) 4'STRUCTURAL SCREWS PER CONNECTION w 2 MEMBER END COLUMN EXTENSION OR r f Q • UPRIGHT ASSEMBLY FASTENED TO END �J OVERHANG FRAME 24'-2x8 (NO.1 SYP) RAFTER ASSEMBLY AS SHOWN AND TO ' 2x6 OVERHANG NAILER END RAFTER ASSEMBLY EACH INTERSECTING WEB. FASTEN TO �f HEADER AND FRAMING MEMBER WITH (2) (7) 4"STRUCTURAL SCREWS l6d R.S. NAILS INTO EACH END COLUMN • EXTENSION MEMBER OR UPRIGHT. 1 1 1 • 1 1 1 • 3-2x6 CORNER COLUMN DETAIL B Z SCALE: 1 1/2"= l'-0" Qz/ ~� Z DETAIL A w o °- SCALE: 1 1/2"= l'-a' Loop) _ :";: z O � " wIto F— co U %o 77— p O 3 4-- O zo ..................... ................. ............................ ............................ ............................. ........................ :_ I z w = o I S2 p ui W o wg I i S2 z -ac I I 7'-4 1/2" 7'-6" 7-6" 7'-6" 7'-6" 7-4 1/2' ` fDA RAWN BY.' POLHEMU01, o 1 TE.• 5/10/2022 i� N CHECKED BY., EM r N DATE: 6/3/2022 REVISED DATE.' — REVISED DATE.• --- REVISED DATE.' -- REVISED DATE: -- TRUSS/BRACING PLAN � N O Y ray` cc 9� , Lu W TRUSS/BRACING PLAN LEGEND 1 �z i -24' 4075-S 1 R.C. TRUSS �FOA f00ZZq �� s -24' END RAFTER ASSEMBLY 2' 8' ROFEsslo s -2x4 TRUSS TIES SCALE: a -2x6 DIAGONAL END BRACES 1' 4' 16' (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) SCALE.• AS NOTED SHEET NO: OF: i S2 IS73 i I i i 'OOFFICE.• CUTCHOGUE, NY JOB NO. 1 28-1 1 5421 TRUSS SPACING 7'-6" O.C. LIVE LOAD 20 PSF DEAD LOAD 4 PSF CEILING LOAD 2 PSF TOTAL LOAD 26 PSF U 6 04 a� pNui 7-2 3/4" co O = Z C.L w Z O Z 12 W W 23'-9" z Q ✓24' R.C. 4075-S1 TRUSS : `,- SCALE: 1/2"= l'-0" a' •-1-j Wlo o 'W l l _� p T T o T 60d R.S. NAIL. '0 .I 0 to D R 8 t g, OA Z NEI II �� W I I 60d R.S. NAIL I. D U_ J II o 20 GA. GALVANIZED ~o BOTTOM CHORD 0 PURLIN CONNECTOR TOP CHORD PURLIN CONNECTOR 20 GA. GALVANIZED = O ' ` OF TRUSS ' ? OF TRUSS �• v 0 r- � � � e x Z ao (1) #9X1"HWH SCREWS ON PEAK SIDE AND (2) (1) #9xl"HWH SCREW ON PEAK SIDE AND CD Q ON SAVE SIDE IN HOLES SHOWN. (2) #9xl"HWH SCREWS ON EAVE SIDE OF (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) PURLIN IN HOLES SHOWN (JOINT MUST BE c z TIGHT BEFORE FASTENING CLIPS) L. J z w 2x4 TRUSS TIE DETAIL 2x4 BUTTED PURLIN DETAIL p a. SCALE: 1/2"= l'-0 (PURLIN CONNECTED WITH 60D R.S. NAIL) 1 1 1 g SCALE: 1 1/2"= V-9' _J HEADLOK .19"x6.0"FLATHEAD LAG SCREW Z .Q (ICC-ES REPORT ESR-1078) 2x4 PURLIN 3'WIDE .. 1� T (ZONE 2r&3r) DRAWN BY: POLHEMUS g, DATE.' 5/10/2022 II CHECKED 8Y.- EM u u DATE. 6/3/2022 REVISED DATE. --- REVISED DATE,• — 2x4 PURLINS @ 22"O.C. 20 GA. GALVANIZED REVISED DATE. -- TOP CHORD p PURLIN CONNECTOR OF TRUSS I S EVISED DATE: ---- O� IN 3'WIDE (ZONE 2e &3e) � N y0 (1) #9xl"HWH SCREW ON PEAK SIDE AND P• P T ~ O 9 y (2) #9xl"HWH SCREWS ON EAVE SIDE OF o`P��tR -INDICATES PURLINS TO BE FASTENED PURLIN IN HOLES SHOWN (JOINT MUST BE �gM� O w/HEADLOK .19"x 6.0"FLATHEAD LAG = W TIGHT BEFORE FASTENING CLIPS) N�� SCREW, ALL OTHER PURLINS TO BE n ui FASTENED w/60d R.S. NAIL Fop 1a02Zq 2x4 BUTTED PURLIN D ETA I L ROFFs (PURLIN CONNECTED WITH 6"HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= V-Y' 24' WIDE BUILDING PURLIN LAYOUT SCALE.' AS NOTED SCALE: 1/2"= l'-0" SHEET N . OF.- S7 I OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. . 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-115421 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. . o U � ci N uj on m O ^/ Z W Z I7`4U a. V z L. u L_Lj z EAST ELEVATION QxF- �4 w Z o `.. o Y o V) `v z o rtiY w 12 12 6 T#16 GABLE TRIM 6 1 •o �_J F.._ O HI-RIB STEEL SIDING = �2O T#21 CORNER TRIM T#167 TRANSITION TRIM �/ o HI-RIB STEEL WAINSCOT T#167 BASE TRIMLLI 1 177 O � o I I 6'-6" 11'-a, 6'-6" O L_U = 4 �0 'O r� Cie W o 10 a- ;�.. SOUTH ELEVATION p s N Lu NORTH ELEVATION QZ VENT-A-RIDGE DRAWN BY., POLHEMUS DATE: 5/10/2022 CHECKED BY. EM 5"O.G. GUTTERS DATE: 6/3/2022 REVISED DATE.' --- HI-RIB STEEL SIDING REVISED DATE. — T#21 CORNER TRIM REVISED DATE.' --- T#167 TRANSITION TRIM REVISED DATE.' -- HI-RIB STEEL WAINSCOT T#167 BASE TRIM c+%Ur�y0,� 4'-0" 15'-0" 7-8 1/4' I 7'-3 3/4" i 6'-6" 4'-6" v 1kIc �* 0 0 0 o �o = w a O 0 O Z N � loo WEST ELEVATION °FESSI 2' 8' SCALE: AS NOTED SCALE: SHEET NO: OF.• 1' 4 16 S4 I S7 I I i OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 1 28-1 15421 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. u b. SLOPE GRADE AWAY FROM BUILDING Q 1"PER FOOT FOR A MINIMUM U DISTANCE OF 10' PLUS OVERHANG WIDTH. c c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. N UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING ] TRUSS IN COLUMN MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL 0-- SADDLE BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. ca LAMINATED COLUMN d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. O Z Lu 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF ''�� Z TRUSS SADDLE ISOMETRIC LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF `J LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. z 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 1 1 1 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 INSTRUCTIONS. z FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 PURLINS @ 22"O.C. z (NO. 2 SPF) Q 2x4 BEV. PURLIN W WIRE MESH V4^E FILLER STRIP :Dj 2x6 BEV. FASCIA z ' o 0 -S1 R.C.24' 4075 TRUSS 5"O.G. GUTTERS W F� T#144 & 146 FASCIA TRIM U o J SOFFIT W z HI-RIB/SOFFIT CAP F—" O 2x6 OVERHANG NAILER ( 2) ROWS 2x4 NAILERS (2100 MSR SPF) (2) 1/2"x5 1/2"M. BOLTS & FASTENED W/ (3) lbd R.S. NAILS AT INTERMEDIATE � U (4) 4"STRUCTURAL SCREWS LOCATIONS & (4) l 6d R.S. NAILS AT SPLICE o LOCATIONS (2 EACH SIDE) X FLUOROFLEXTM 1000 HI-RIB STEEL m 3-2x8 LAMINATED COLUMN z O o. 2x2 VERTICAL BLOCKING L1 Z AT COLUMN LOCATION h 10-0' T#167 TRANSITION TRIM 0 w GRADE TO HEEL Q 2x6 NOTCHED NAILER (N0. 2 SPF) vi FASTENED W/ (3) 16d R.S. NAILS AT INTERMEDIATE LOCATIONS & (4) 16d R.S. NAILS AT SPLICE i l l S LOCATIONS (2 EACH SIDE) FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT —� aC 7/16"OSB PROTECTIVE LINER Z (32) 1/4"x 2 1/2"POWER LAG WASHER HEAD PRECAST CONCRETE LOWER COLUMN YELLOW ZINC SCREWS COLUMN INSTALLATION T#167 BASE TRIM 3/4"ADJUSTMENT ROD WITH BASE PLATE 1. INSTALL PRECAST CONCRETE 6"CONCRETE FLOOR COLUMN W/ADJUSTMENT ROD & DRAWN BY. POLHEMUS UNDISTURBED SOIL �:':• :. ~•' BASE PLATE IN THE AUGERED 8., ,: :f' '': HOLE. DATE.' 5/10/2022 �� 4 '''•:�.; CHECKED BY: EM FINISH GRADE " ` '`' ' Y'" ' `=�� •' 2. PLUMB PRECAST CONCRETE "" _""a.' ''''"� �'�' �•�� COLUMN IN BOTH DIRECTIONS DATE. 6/3/2022 i; Ay — 4 MINIMUM COMPACTED GRANULAR BASE ♦ '.':•j- �.:''• REVISED DATE: --- 3.ADJUST HEIGHT UP OR DOWN OR IN SITU GRANULAR SOIL "��' -;'` '' '• WITH ADJUSTMENT HEX ROD REVISED DATE.' --- 360M &370M BRACKETS FASTENED TO MFS �'' :1 :• REVISED DATE. --- W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH �' ' ` " ''�• 4. POUR READI-MIX CONCRETE INTO ! '<.` 5'-0" (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & ;.,n,;;.. THE HOLE AS SPECIFIED. REVISED DATE.' --- 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS �'' r;•-`. "'' 5. BACKFILL AND COMPACT THE � 1R ��t1ErD MINIMUM). ANNULAR SPACE AROUND THE 32" BELOW BOTTOM OF PRECAST CONCRETE COLUMN COLUMN TO GRADE WITH SOIL • AROUND EXPOSED REBAR CAGE AND 3/4"xl4" AUGERED FROM THE SITE. THREADED ROD WITH AN ADDITIONAL MINIMUM 1" O� a ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. g �� PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN LOWER COLUMN IN ONE OPERATION. ISOMETRIC � 18"Q3 ADDITIONAL REBAR CAGE to f� Lu p SIDEWALL SECTION A RpFESsl SCALE: 1/2"= V-9' L .• AS NOTED NO: OF: 5 S7 OFFICE: CUTCHOGUE, NY JOB NO. 128-115421 • o U � � w m o = Z I� w Z V 0 FLUOROFLEXTM 1000 HI-RIB STEEL 0 GABLE PURLIN FLASHING 2x4 PURLINS Z T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NALS r"_%-.Oo 2x6 FASCIA 1 1 1 Lu T#194 TRIM i (1) 4"STRUCTURAL SCREW THROUGH STRAP Z & INTO BRACE Z i SOFFIT 2' END BRACE STRAP W/ PRE-PUNCHED Q !3 i HOLES BEND TO FIT FASTENED W/ `6: i HI-RIB/SOFFIT CAP TRIM ( ) (3) 0.140 x 1 1/2"R.S. NAILS F.v� � '�::Er•rya. E»::+V 24'-2x8 NO.1 SYP) 2x6 DIAGONAL BRACING FASTENED Lli Z END RAFTER ASSEMBLY i TO COLUMN W/(4) 16d R.S. NAILS /2-2x6 E.C.E. 24' 4075-S1 R.C.TRUSS J 0 -"""`" '>:,..o 2x4 TRUSS TIE o - -- - - ---— —— ——— _-- -- _ -- - z w: . .. ui U so ry J W o <0< C Q/ O x m 3-2x6 LAMINATED COLUMN ! ^ O 2-2x6 UPRIGHT 0 w = 2x6 NAILER Q w 2x6 BLOCK (2) 2x10 HEADERS HEADER FASTENING SCHEDULE a (NO. 1 SYP) HEADER UPRIGHT JAMB r H MEMBER COLUMN 1 1 1 S T#124 EA. 2x10 6 6 T#129 2x2 BLOCK O.H.D. "J T#151 ALUMASEAL Z (20) 1/4"x 2 1/2"POWER LAG WASHER HEAD T#154 T#152 NOTES: YELLOW ZINC SCREWS 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS 4 2x3 JAMB (BEYOND; REQUIRED PER CONNECTION, BOTTOM 2'TREATED) 8'-3" 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING GRADE TO BOTTOM . 3-2x6 JAMB COLUMN (BEYOND) • OF 2x6 BLOCK 3. IF NUMBER OF SCREWS REQUIRED FOR DRAWN BY. POLHEMUS HEADER TO JAMB COLUMN CONNECTION DATE. 5/10/2022 2x6 TRACK BLOCK (BEYOND; 4— IS EXCESSIVE TO CAUSE SPLITTING, 8 BOTTOM 2'TREATED) THE EXCESS SCREWS MAY BE INSTALLED CHECKED BY. EM •_ • • ,. IN HEADER SUPPORT BLOCKING. FINISH GRADE �`' '' ` ;?•` `�;'a'.`a F�' '�''`"� '�� SECTION � O C DATE.• 6/3/2022 OHD HEADER E TI N REVISED DATE: -- REVISED DATE: -- 4'-0" UEVISED EVISED DATE. ---- ae DATE.• --- e� e a a '• 21"THICK CONCRETE PAD(2500 PSI MINIMUM). � �d 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN OF �y AROUND EXPOSED REBAR CAGE AND 3/4"xl4" �. G FBI Ur r0 18"0 THREADED ROD WITH AN ADDITIONAL MINIMUM I" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. Q PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. uj p 1002114 ENDWALL SECTION B R�FFssVa SCALE: 1/2"= V-0" SCALE: AS NOTED SHEET NO: OF: S6 S7 OFFICE.• CUTCHOGUE, NY JOB NO. 128-115421 0 v r N rl a w (2) 1/2"x5 1/2" M. BOLTS & D (4) 4" STRUCTURAL SCREWS O Z w Z O v —f� Z o 24' 4075-S1 R.C.TRUSS U-1 1 1 1 — 2 Z 0 12 Z Q --- -F 3-2x8 STUB COLUMN 2x6 NAILER (2) 2x10 HEADERS LLI IV Z HEADER FASTENING SCHEDULE > tj .,J :<� HEADER STUB JAMB O pZ5 MEMBER COLUMN COLUMN j ?. 2x8 BLOCK EA.2x10 8 8 Z 0 T#124 `' ~J W T#129 O.H.D. 11 �— � J co ALUMASEAL 2x2 BLOCK NOTES: T#151 I T#153 1. NUMBERS ABOVE ARE 4"STRUCTURAL � 1 1 T#154 SCREWS REQUIRED PER CONNECTION. Zz 8'-3" 2. PRE-DRILL HEADERS AS REQUIRED 2x3 JAMB (BEYOND; TO PREVENT SPLITTING. BOTTOM 2'TREATED) GRADE TO BOTTOM 3. IF NUMBER OF SCREWS REQUIRED FOR OF 2x8 BLOCK HEADER TO JAMB COLUMN CONNECTION I v 3-2x8 JAMB COLUMN (BEYOND)2x6 TRACK BLOCK (BEYOND; IS EXCESSIVE TO CAUSE SPLITTING, � o THE EXCESS SCREWS MAY BE INSTALLED BOTTOM 2'TREATED) IN HEADER SUPPORT BLOCKING. ¢ O OHD HEADER SECTION D z o SCALE: 1"= 1'-0" o- c5 z ! 1 1 = Qtim N w c. QN WS z < . i DRAWN BY. POLHEMUS I DATE: 5/10/2022 CHECKED BY: EM DATE: 6/3/2022 REVISED DATE: --- REVISED DATE: -- i REVISED DATE., --- REVISED DATE. --- I �OF NLu a cl) W 100 q R��ES S10�A SCALE: AS NOTED SHEET NO: OF.• S7 S7