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HomeMy WebLinkAbout51052-Z �oy��of souTy°�o Town of Southold * * P.O. Box 1179 �oA 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45948 Date: 02/05/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 8310 Soundview Ave Southold, NY 11971 Sec/Block/Lot: 59.-7-29.6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/15/2022 Pursuant to which Building Permit No. 51052 and dated: 08/08/2024 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 with mini splits and storage loft as applied for. The certificate is issued to: Rosemarie Wagner , Robert Wagner Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 47852 12/12/2024 PLUMBERS CERTIFICATION: th ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 51052 Date: 8/8/2024 Permission is hereby granted to: Wagner, Rosemarie 8310 Soundview Ave Southold, NY 11971 To: construct accessory garage as applied for. replaces by#47852 At premises located at: 8310 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 59.-7-29.6 Pursuant to application dated 4/15/2022 and approved by the Building Inspector. To expire on 217/2026. Fees: PERMIT RENEWAL $631.70 Total: $631.70 i Building Inspector �SOFFoc��o TOWN OF SOUTHOLD boo BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o • SOUTHOLD, NY y�ol 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#: 47852 Date: 5/24/2022 Permission is hereby granted to: Wagner, Rosemarie 831.0 Soundview Ave Southold; NY 11971 To: construct accessory garage as applied for. At premises located at: 8310 Soundview Ave., Southold SCTM #473889 Sec/Block/Lot# 59.-7-29.6 Pursuant to application dated 4/15/2022 and approved by the Building Inspector. To expire on 11/23/2023. Fees: ACCESSORY $906.40 CO-ACCESSORY BUILDING $50.00 Total: $956.40 Building Inspector OF SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rosemarie Wagner Address: 8310 Soundview Ave City:Southold St: NY Zip: 11971 Building Permit#: 478552 Section: 59 Block: 7 Lot: 29.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091ME SITE DETAILS Office Use Only Indoor 170 Basement r Service F Solar Outdoor 1✓ 1st Floor r Pool r Spa r Renovation 2nd Floor (� Hot Tub r Generator 1— Survey Attic (— . Garage rl Battery Storage (° INVENTORY Service 1 ph r Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph (— Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 2 Switches 2 4'LED 6 Exit Fixtures Other Equipment: (2) Mlnlspllts Notes: Minisplits & Loft Lighting Inspector Signature: Date: December 12, 2024 Sean Devlin Electrical Inspector sean.devlin(D-town.southold.ny.us 8310SoundviewHVACElectric OE 50(/Ty� # # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O `ycourm��'' 631-765-1802 INSPECTION [ /FOUNDATION 1 ST [ ],ROUGH PLBG. [ ] OUNDATION 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 REMA KS: tV kA b 1 WV IYt DATE Y11"o' INSPECTOR q so L4 I V -S7&v^avt * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: /' DATE INSPECTOR 1 oe souryO� * # TOWN OF,SOUTHOLD BUILDING DEPT. 631-765-1802 !6,',4)•1N'SPECTI0N [ ] FOUNDATION 1ST/REBAR f ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ .] I ULATIOWCAUL [ ] FRAMING/STRAPPING [ FINAL 6 A" ) [ ] FIREPLACE & CHIMNEY [ ] --FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION PRE C/O [ ]. RENTAL . REMARKS: AIN,- w 61* f C �� h P cntn kU ?,71 DATE 56IX>-� INSPECTOR OF SOUTyO� `r_ - e�3 IC? --- 14c # # TOWN ORSOUTHOLD BUILDING ILDING DEPT. Coulm, 631=765A 802' INSPECTION ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ .]. FOUNDATION 2ND [ ] INSULATION/CAULKING Q [ } FRAMING /STRAPPING [ ] .FINAL `[' ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ .] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 0 ''� DATE INSPECTOR... OF SOGIyo� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 �-10,e,,:��--INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] PKULATIOWCAULKING [ ] FRAMING /STRAPPING lvf FINAL�r [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- .[ ] FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL - REMA KS: df 1) _ T- f DATE INSPECTOR V V `flu l O -So c.,jd vle_ rj � �5-/05 L } k _ k _ A� v •, t - Vu r; r:. � F � r �. Alliki #� . .AIM IbSZ _ a,� � .� • ' w� 5 J� �y�� NZ� _ 7r ; J ,ri �r �:. ��r r �� �* a..', v k: 1� dli�'�' • 'ti.• � �,;::�'+�-o,��'��- �g,Li; �•PVT ` ` �h } ,. f � '�`• r �� � r ti `' - .�" l .+� �,,.- D a. � �,`: �'��, �5 ` �S V P 'x' V�`I . .�R!" R�;� � ' .�_� �f `Y' '� - A �. ,. �� is ,S: a� I ayr � ® J �" 9 d�i+, ♦ ._., Wit. � � '�sef� 'D } � 1► � a � - �n s �r �� •ice,. _Aw _ f • ti r1� - Y t r< f 4. 7 �8 9 !7, ,5 1": ;4 [i ,x - FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(1ST) y -------------------------------------- FOUNDATION(2ND) LS AlvaA�' �►'� °q z Ul D W .S1 A -YW44 tyw o � J c � ROUGH FRAMING&& y PLUMBING Q, 'N _0 • r H INSULATION PER N.Y. STATE ENERGY CODE O C S 0 y � lh : f7 kW *"10 "'66 ,a FINAL ADD ONAL COMMENTS A o o �rn ' ' -7r 24 ! • LS ✓ 2 �. �y rr O d ro 4 H 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 https://www.southoldtownny.fzov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications I ' and iorms',`i-husf,,'be fiiled,out irf theirentfr6tyi-lnqdmpletp,; APR 1 5 2022 ,applications will t 'Micaiusn"" 99 t ,not t h'p.owner;an:,, (Page shall exomp et ? f Owner's Auiho w otm" 2),s' 1'16 e TOWN OF SOUTHOLD 7 Date: OWNERS)'"0­F*,PR0 P` Name:_JZ,,, S CTM#I Project Address: —ALF_- Phone#: c Email- Mailing Address: tONTACT,PER' S� Name:-- -4E Mailing Address. Phone#: Ema ROFESSIONALINFORMATION q�IGN, _Q :'"' Name:_ AUJJ _�, -------_v_ Mailing Address: Phone 7 _Z c Email: 7 CON-TRACTOR INFORMATION; Name: Mailing Address. 7 6,5 Phone Email: AanWtd1nq A. 77-7 fx, 4 DESCRIPTION'OF,PROPOSED,CONSTRUC,,TION=--,,�-.,---�,.-�,��,,"--'-'-�,,,,,' XNew Structure OAddition ElAlteration EIRepair F_]Demolition Estimated Cost of Project: Elother&4&�g�A 6 A0.46#E— $ Will the lot be re-graded?^Xyes El No Will excess fill be removed from premises? E]Yes KNO PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises Is situated: Are there any covenants and restrictions with respect to this property? ❑Yes [ No IF YES, PROVIDE A COPY. 0 Check Box After,Reading:- The owner/contractor/design professional is responsible for all drainage andestorm water�ssues,as prowled by Chapter 236 of the Town,Code.;APPLICATION IS HEREBY MADE to°the[Building.be'partnient.for the issuance of a Building Permit'pursuant'to the eu_ilding zone Ordinance of the Towrrof Southold,Suffolk,County,New York and other applicable Laws;Ordinances or Regulations;for the construction ofbuildings, additions,alterations&for removal:ordemolitionas 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)fornecessary inspections.False statements.mad6berein are 'Punishable as a Class misdemeanor,pursuant to'Section 210.45 of the New York State Penal Law., Application Submitted By(print name): 4 IA Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF :JUF-f?PL►_ ) OWILLZAAk Kcr=� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A6�__,&rT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 00(,� ,20/_ \ Notary Public AM RVEGA ;:'ntar!r Public,State of NewYork PROPERTY OWNER AUTHORIZATIO Y No.01VE6370422 (Where the applicant is not the owner) Ct'aa,^,wdinSuffolkCounty , � Corlun:ssion Expires January 29,2 I, Zd1F:;r-,07 Y•{i1 ky— residing at SN6 Se)uA-1PVr_f_-y4 AVk— J�l� do hereby authorize���1__L.d�r1� -,�L�t�f to apply on If to the Town of So ho IA Buildi Department for approval as described herein. 7JOwner's Sip nature Date Ro bQ r i cow r0d12__-, Print Owner's Name 2 D11, IX F BUI EII G 6EPARTMENT E tric c f ��c Ipq R TOWN OF S T LD U LV2L Town Hall Annex - 54375 Main Ro T'eP.", .tJ79 o • Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 1 roger.riche rt(ab-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: L� - Date: 8-*�,2Z Company Name: v — RCZ l ,(J . Name: License No.: M[%, 3 yo q I email: a &"ectsi ve, . C Address: 3 �— vviL3� i(J . 57 Phone No.: &S - JOB SITE INFORMATION: (All Information Required) Name: , br ;n Address: Su t-; 44 Cross Street: Phone No.: c1 I a BIdg.Permit#: email: 11Af1nuft-e&s11 : 'k ce-f Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �u Circle All That Apply: Is job ready for inspection?: YES NO (Rough In Final ' Do you need a Temp Certificate?: YE NO i Issue On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: CST' PAYMENT DUE WITH APPLICATION 12e- C- 33 Request Inspection FormAs I� LD - �OSUFFp��C� BUILDING DEPARTMENT- Elect i spector 1 " L y0 Gy r� TOWN OF SOUTHO DEC 1 ZO22 r� Town Hall Annex - 54375 Main Road - PO &&1,J7&P.1. o ' Southold, New York 11971-09PWN0'S0LMi0t0 z ti C,�,,f Telephone (631) 765=1802 - FAX (631), 765-9502 Ol '� rogerr(ab-southoldtownny gov — seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /_ _ Company Name: p47�q /AJUM e7e-" C_ Electrician's Name: License No.: 'LJ Dq j —jML Elec. email:/Ijr-o A/v Le c9NJ Elec. Phone No: 7( — 2,q ❑I request an email copy of Certificate of Compliance Elec. Address.: O PA �2L7`i" L JOB SITE INFORMATION (All Information Required) Name: 8 c3r,-, <5 AJ O 2— Address: Cross Street: /I/ S Phone No.: P len 5 © �Z— Bldg.Permit#: L4`7 W 6—2— email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ADD /4&)47 /9/c Square Footage: 12ozrc� Circle All That Apply: 'Is job ready for inspection?: YES E0 NO Rough In Final Do you need a Temp Certificate?: YES 1� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New service[:]Fire ReconnectOFlood Reconnect OService ReconnectOUnderground DOverhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION Pot �� i�- LD BUILDING DEPARTMENT- Elect i spector f✓o�Og+ilfF©c� OG TOWN OF SOUTHO DEC 0 12022 Town Hall Annex - 54375 Main Road - PO &, 7pT Southold, New York 11971-09 WNOFS®t o'O , ePti p� Telephone (631) 765-1802 - FAX (631) 765-9502 Y rogerr(ab-southoldtownny qov - seand a(D south oIdtownn .qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: l--A-1AJL)M Electrician's Name: License No.: � ( -M L Elec. email:ln/r-6 A/U Elec. Phone No: (o - yl�j ❑I request an email copy of Certificate of Compliance Elec. Address.: O 7 0 i ' S'J�`i" L p JOB SITE INFORMATION (All Information Required) Name: oy-z - Address: Q % O S J N Cross Street: Phone No.: 1"� 5 ' - O r� Bldg.Permit#: L4 '-7 8�2— email: r� hear o : -r— Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Zc� � Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In 0 Final Do you need a Temp Certificate?: ❑ YES I� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #.Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches 1I Outlets �A GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit � Blower ' AC AH Hood Blower I Service Amps Have Used Sub Amps Have Used Comments © )0'"� i l Southold Town Building Department P.O.Box 1179 Permit#: 47852 53095 Main Rd Southold,New York 11971 Permit Date: 5/24/2022 (631)765-1802 Expiration Date: 11/23/2023 Parcel ID: 59:7-2%6 BUILDING PERMIT RENEWAL LETTER Dated: 7/24/2024 Applicant: Wagner,Rosemarie Location: 8310 Soundview Ave., Southold Work Description: ACCESSORY GARAGE construct accessory garage as applied for. A FEE OF$631.70 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Wagner,Rosemarie Address: 8310 Soundview Ave Southold,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. TOWN of SOUTHOLD OFFICE OF BUILDING INSPECTOR Town Hall Annex Receipt No.1 O O 7 3 2 Southold, New York 11971 Date -� � d R ceived of Ro 1 OODollars For -- C #—Ca4 L) ❑ Fee for ❑ Fee for ❑ Fee for ❑ Fee for ❑ Fee for Fee For Rental Disa ls Building Permit Certificate Electrical PProva g ! of Occupancy Inspection D(f--0 6 �J Check# I J ❑ Credit Card $ 100 , 00 ❑ Cash uilding Department 31 Rosemarie, The Building Department has deemed that a Pre-Co application is not necessary for your property @ 8310 Soundview Ave. The easiest way for the building department to credit you the above amount of $100.00 is for you to bring this copy to our office after you are done with the ZBA. At that time we will credit you the$100.00 towards the required "as built" building permits you will be filing for. Sorry for any inconvenience in this process. Thank you, Building Department. MAP OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-07-29.6 SCALE 1 "=50' JANUARY 10, 2022 APRIL 7, 2022 ADD PROPOSED GARAGE 0� ^y -I --1 � '� AREA = 156,358 sq. ft. 3.590 ac. �;• s0. A�) ti 0 , �o 00 �i. sue, 103 �W'�N``'o nD 0+ APR 1 5 2072 PD �00'g BUILDING DEPT OIN. OF SOUTHOLn •° T0. ti a "r!• 9� vt o Boa f 'q� `Nh •2'� O p010 Q,4•'n o ORY � cO�l mil' � HOU d: GARAGE WOOD DEC DRAINACE SYSTEM CALCULATIONS: SIVS SId� . ROOF AREA: 1,816 sq. ft. 1,816 sq. ft. X 0.17 = 343 cu. ft. 343 cu. ft. / 42.2 = 8.1 vertical ft. of 8' dia. leaching pool required PDDI PROVIDE (1) 8' dia. X 9' high STORM DRAIN POOLS PROPOSED 8' DIA. X 9' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: v:! qt POOL •.. d.- .................Q: l� q1t� PREPARED IN ACCORDANCE WITH THE MINIMUM �N STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O� BY THE L.IA.L.S. AND APPROVED AND ADOPTED FOR SUCH USE�BY THE,NEW-'ORK STATE LAND N� TITLE ASSOCIATION. Iiji 11 / .16� 61 1 tq � V` N.Y.S. Lic. No. 50467 y'Ij90 UNAUTHORIZED ALTERATION OR ADDITION ��• g0 III TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin s SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ' 0 Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING !y THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L.S. TO BE A VAUD TRUE COPY. Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY To THE PERSON FOR WHOM THE SURVEY O Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- OMCES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF E—Mail: NCorwin3®aol.com ANY, NOT SHOWN ARE NOT GUARANTEED. DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 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 N Aon Risk Services Central, Inc. AME:PHONE FAX i Chicago IL Office (A/C.No.Ext): (866) 283-7122 NC.No.: (800) 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 SIR TYPE OF INSURANCE ADD SUER POLICY NUMBER POLICY EF POLICY P LIMITS LTR INSD WVD MM/DD MM/DD/VYYY A X COMMERCIAL GENERAL LIABILITY GLO EACH OCCURRENCE $2,000,000 CLAIMS-MADE X❑OCCUR DA AG TO RENTED $1,000,000 PREMISES Ea occurrence MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $2,000,000 � GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $10,000,000 v X POLICY ❑PRO-- LOG PRODUCTS-COMP/OPAGG ExcludedJECT m 0 OTHER: I I n A AUTOMOBILE LIABILITY BAP 9376314 18 10/01/202110/01/2022 COMBINED SINGLE LIMIT(Ea accident) $3,000,000 X ANYAUTO BODILY INJURY(Per person) Z OWNED SCHEDULED BODILY INJURY(Per accident) G) AUTOS ONLY AUTOS HIRED AUTOS NON-OWNED (PRO v ONLY AUTOS ONLY Per accident T= d C X UMBRELLA LIAB H OCCUR UMB4033493 10/01/2021 10/01 2022 EACH OCCURRENCE $2,000,000 U EXCESS LIAB CLAIMS-MADE umbrella Liability AGGREGATE $2,000,000 IDEDI IRETENTION B WORKERS COMPENSATION AND WC937631118 10101 202110 01 2022 X PER STATUTE OTH- EMPLOYERS'LIABILITY Y/N AOSIER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICER/MEMBEREXCLUDED? N/A WC937631218 10/Ol/202110/Ol/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— DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) ItLL- ..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 ..5.� POLICY PROVISIONS. 7 � Town of Southold AUTHORIZED REPRESENTATIVE Po Box 962 Cutchogue NY 11935-1146 USA -� ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NEW Workers' STTA E Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.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 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"1a" 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 QX 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 Zx 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: _74- 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. CA05.2(9-15) www.wcb.ny.gov s ' 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 COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Is.(I Project information DEC -0 12022 Energy Code: 90.1 (2016) Standard LD Project Title: 128109886 Robert Wagner BUIlDIIdGDw . Location: Southold,New York �OWAIOFSO( k-IOLP� Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 14% Performance Sim.Specs: EnergyPlus'.8.1.0.009 (EP1N:USA CT_Brldgeport- Sikorsky.Mem.0.725040_TMY3.epw) Construction Site: r. Designer Contracto . 8310 Soundview Ave. Owner/Agent: Southold, New York 11971 Robert Wagner or Buddy Wagner Allied Design A&E Group,P.C. B310 Soundview Ave P.O.Box 110 Southold,New York 11971 Morton,Illinois 61550 Building Area Floor-Area 1-Workshop:Nonresidential 2016 Envelope Assemblies Assembly 'Gross Area Cavity Cont. Proposed Budget U- `or' R-Value 11 Value. !U-Factor Factors.) Perimeter Roof:Attic Roof,Wood joists,[Bldg.-Use 1 Workshop] 2077 38.0 0.0 0.027 0:021 Floor: Unheated-Slab=On-Grade;Horizontal with vertical 4 ft., 180 10.0 0.640 0.520 [Bldg.Use 1-Workshop](d) NORTH 'Ext..Wail:Other Wood-Framed Wall,[Bldg. Use 1-: 544 — 0.047 0.064 -Workshop](b) Door: Insulated Metal,Swinging-iJBldg.Use 1-Workshop] 20 — — 0.360 0.370 Window:Vinyl Frame:Operable,Perf.Specs.: Product ID EWG- 24 .-- — 0.280 0.310 IC 58,SHGC.0.22,VT 0.51; [Bldg.Use 1--Workshopj(c) EAST Ext.Wall:Other Wood Framed Wall,[Bldg.Use 1= 660 — — 0.047 0.064 Workshop](b) . Door.-Insulated Metal,Swinging, [Bldg.Use 1-Workshop] 20 — 0.350 '0.370 Door. Insulated Metal,N'on-Swinging, [Bldg.Use 1-Workshop] 256 -= '0.350 0.310 SOUTH 'Ext.Wall:Other Wood Framed Wall,.[Bldg.Use 1- 544 — -- 0.047 0.064 Workshop](b) window:Vinyl Frame:Operable,Perf:Specs::Product 1D EW.G 24 -- - 0:280 0.310. K758,SHGC 0.22,VC,0.51,:[Bldg.-Use 1-Workshop](c)' WEST Ext.Wall:Other Wood Framed Wall, [Bldg.°Use'1- 660 --- — 0.647 0.064 Workshop](b) (a);Budget U,factors are used for software;tia'seline..calculations ONLY,and,are-not code requirements. (b)'Other'corn ponents require supporting:documentation for,proposeii U factors. #)Fenestration product performance must be certifiefln accordance with NFRC and requires supporting documentation. Project Title: 128109886 Robert Wagner Report date: 09/28/21 Data filename: ' s U-Value Calculation for a Wood Framed Wall (based on the Isothermal-planes Method from ASHREA`s Fundamentals Handbook) Bay Space 8`ft R-value %of Wall Column Width 4 5 in Exterior Air Film 017 100.00% Column Depth p r 5 5,!in Exterior.Sheathing. 0 's 100.00% Nailer Spacing 35 5 in Air Space 0.91 90:14% Nailer Width ' ' 3 5 in Exterior Wall Framing. 1.875 9.86% �: Nailer Depth 1.5 in Insulation =`19 s 95.31% Stripping Spacing 305in Column 6.875, 4:69% Stripping Width 3.5 in Interior Wall Framing 1.875 1-1.48% Stripping Depth 1.5 in Air Space 0.91 88.52% Wood R-Value 1.25 per inch Interior Sheathing :`,.0 , , ` 10000% Interior Air Film 0.68 100.00% Layer Layer Components Layer-Component Layer R- Percentage.RValue. Value 1 Exterior Air Film 0.170 0.170 2 Exterior Sheathing 0.000 0.000 Airspace 0.820 3 Exterio Wall Framing 0.185 1.005- r 4 Insulation 18.109� 18.432 Column 0322 . Interior Wall Framing 0.215 5 Air Space 0.806 1.02-1 6 Interior Sheathing 0.000 0.000 7 Interior Air Film 0.680 0.680 Total Assembly R=Value 21.3 Total Assembly_R Value 21.307S :. lj=F-actor 0.047 1. EXTERIOR. AIR SPACE INTERIOR INSULATED AIR SPACE CAVITYEXTERIOR: INTERIOR. MAILERS' STRIPPING tAN11NA7ED COLUMN EXrERIOR ' INTERIOR AIB;FILM AIR FILM • r (d)-Slab-On-Grade proposed and,budget U-factors shown in table are F=factors. Envelope ° . ••• Envelope Complianeer Statement Compliance Statement The proposed envelope design represented in-this document ls�tonsistent with the building,plans, speci'cations,and,other calculations submitted With this permit application.The proposed envelope systemshave been designed to'meet the 90.1(2016),Standard requirements in.COMcheeek Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Q • J,' Date CID, ter �OpROFES Project Title:: 128109886 Robert'W6§ner' Repdff.date 09128/2.1 Data filename: 15 �440"� Generated by RESchec6c-Web Software Compliance Certificate Project 128109886 Robert Wagner Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,016 ft2 Glazing Area 2% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 8310 Soundview Ave Robert Wagner Allied Design A&E Group, P.C. Southold, NY 11971 8310 Soundview Ave P.O.Box 110 Southold, NY 11971 Morton, IL 61550 Compliance: 7.3%Better Than Code Maximum UA: 288 Your UA: 267 Maximum SHGC: 0.40 Your SHGC: 0.22 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies —Gross Area or. Cavity Cohi. .. .. Ceiling:Raised or Energy Truss 2,077 38.0 0.0 0.025 0.026 52 54 North Wall: Other 544 0.047 0.060 24 30 Walk Door:Solid Door(under 50%glazing) 20 0.350 0.320 7 6 Window-EWG-K-58:Vinyl Frame SHGC:0.22 24 0.280 0.320 7 8 South Wall:Other 544 0,047 0.060 24 31 Window-EWG-K-58:Vinyl Frame SHGC: 0.22 24 0.280 0.320 7 g West Wall: Other 660 0.047 0.060 31 40 East Wall: Other 660 0.047 0.06.0 18 23 Walk Door:Solid Door(under 50%glazing) 20 0.350 0.320 7 6 Overhead Door:Solid Door(under 50%glazing) 256 0.350 0.320 90 82 Floor:Slab-On-Grade(Unheated)Insulation depth:4.0' 180 10.0 0.640 0.700 0 0 Project Title: 128109886 Robert Wagner Report date: 05/23/22 Data filename: Page 1 of 2 -a t Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title 5ignatu �� Date y UJ t LtJ _Z F S of Project Title: 128109886 Robert Wagner Report date: 05/23/22 Data filename: Page 2 of 2 ' 9 U-Value Calculation for a Wood Framed Wall (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space 8 ft R-value %of Wall Column Width 4.5 in Exterior Air Film 0.17 100.00% Column Depth 5.5 in Exterior Sheathing 0 100.00% Nailer Spacing 35.5 in Air Space 0.91 90.14% Nailer Width 3.S in Exterior Wall Framing 1.875 9.86% Nailer Depth 1.5 in Insulation 119 95.31% Stripping Spacing 30.5 in Column 6.875 4.69% Stripping Width 3.5 in Interior Wall Framing 1.875 11.48% Stripping Depth 1.5 in Air Space 0.91 88.52% Wood R-Value 1.25 per inch Interior Sheathing 0 100.000yr, Interior Air Film 0.68 100.00% Layer Layer Components Layer Component Layer R- Percentage R-Value Value 1 Exterior Air Film 0.170 0.170 2 Exterior Sheathing 0.000 0.000 3 Airspace 0.820 Exterior Wall Framing 0.185 1.005 4 Insulation 18.109 Column 0.322 18.432 5 Interior Wall Framing 0.215 Air Space 0.806 1.021 6 Interior Sheathing 0.000 0.000 7 Interior Air Film 0.680 0.680 Total Assembly R-Value 21.308 Total Assembly R-Value 21.3075 .1.1-Factorl 0.047 EXTERIOR INSULATED ����!{ AIR SPACE INTERIOR CAVITY / } AIR SPACE EXTERIOR INTERIOR LAMINATED % 1 HAILERSSTRIPPiNG JJ >01 COLUMN EXTERIOR INFERIOR AIR FILM AIR FILM 1 J 4{47 PM Thu Nov 17 390A comf6rtstarusaxom ..................................... ...............................................................................................I...................... ....................................................................................................................................................................................................................................................... OUR PRODUCTS RESIDENTIAL SERIES-USA r CANADA w INTERNATIONAL ABOUT US Comfordtar° WARRANTY REGISTRATION CONTACT ............................................................................................................................................................................................................................................................................................................................ ....................................................................... ALI 4. ....... L G HT l ' COMMERCIAL 255 SEER`MgftEfficiency pl� at 'hu 7)� ornpact^ i esgn,;" 13- 1 "L ALEGMA -ki • Retail. p� Energy Efficient CZP Series • LOW Commercial Comm mbie. Light v13°F A' il Condenser L Industrial t C-3 C= uj � balthca H co Cp 5z j; LLJ ME V C:3 c(gL�us" UMD SUN= SACX 70 M DJK Heating&Cooling,LLC Estimate 2840 • PO BOX 247 ' CUTCHOGUE, NY 11935 US 631-765-5554 • djkheatingcooling@yahoo.com ADDRESS Buddy Wagner 8310 Soundview Ave DATETOTAL Southold, NY 11971 11/0112022 ACTIVITY OTY RATE AMOUNT New Installation 1 9,632.00 9,632.00 Install 2 wall mounted ductless air conditioning to consist of: Single Zone: East Wall 1 new Comfort Star single zone ductless outside unit, model#CHFI8CD(0). Outside unit to be mounted on 1 new wall bracket. 1 new Comfort Star ductless wall mounted indoor unit, model#CHFI8CD(I). New indoor unit to be placed on north wall as discussed. Single Zone:West Wall 1 new Comfort Star single zone ductless outside unit, model#CHFI8CD(0). Outside unit to be mounted on 1 new wall bracket. 1 new Comfort Star ductless wall mounted indoor unit, model#CHFI8CD(I). New indoor unit to be placed on north wall as discussed. Included in installation: Low Voltage Wiring Control Wiring 2 Comfort Star thermostats Condensate drains Insulated type L nitrogenized refrigeration pipe. All necessary materials, labor, installation and start-up. One year guaranty on defects in materials and workmanship during normal business hours. Total Job Cost$9632.00 We Hereby Propose to furnish materials and labor-complete in accordance with above specifications for the sum of Nine Thousand Six Hundred Thirty Two Dollars. Payment to be made as follows: 50%deposit, 50%start-up. We look forward to doing business with youl TOTAL $9,632.00 THANK YOU. Job Mark Quan Type Span P11-H1 Left, OR Right OH Engineering 042024430 14391210004109S](2) 11 ZRC66 410900 .5 0 0 o_ r :• ,����cauTcy HO 1-3-8 TCJ 20-10-8 2 o LLl. D W. #11.2sx11_25 C 5 F__ SPL E SPL �U /� I(� � . . #2.5x5 TL W4 WS T2 FES'S``O 9-11-14 B W2 w6 W7 E. L 18G-MN18-7.5x16.25 W3 w8 W9 &18G-MN18-7.,Sx16:25 wl �� AW �..,. G L El S2 #8.75x8.75 J #8.75x8:.75 S1 B2 H. #5x6.25 #18G-S518-8x18 #18G-MIS-1.Sxi&.25 418G-S518-8x18 #5x6.25 I� &18G-MN18-6..25.17.5 618G-bIN18-6.2I5Ix1T.5 BC 20-10-8 20-10-8 EXCEPT'AS SHOWNALL-PLATES AREMN2020', #-= PLATE SELECTED ;TN PLATE.MONTTOR ScMe:'0.16V=1' MiTekO Online Plus" APPROX. TRUSS WEIGHT.' 455.3 LBS Online Plus -- Version 30.0.069 Dux Fctrs - Lbr 0.90 Pit 0.90 Plates for each ply each face. RUN DATE: 05-OCT'-21 plf - Dead Live* From To Plate - MN20 Ga:, Gross Area TC V 32 0. 0.0' 41.8' Plate- - S518 Ga, Gross Area Southern Pine lumber design BC V 16 0 0.0' 41.8'' Plate -? IN18 Ga, Gross.Area values are those effective Jt Type Pit Size X Y 06-01-13 by SPIB//ALSC UON LC# 3 NonStandard Loading B .MN20 2.5x 5,.0 Ctr Ctr CSI _Size- ----Lumber_--- Dur Fctr's - Lbr.1::60 Pit 1.60 G#'.MN20 11:2x11.-2, Ctr Ctr TC 0:60 2x 8 SP-#1 plf - Dead LS.ve* From. To D#. MN20 11.2x12::5 Ctr Ctx -- 0.57 2x 8 SP-2400f-2.0E TC V 19 O 0.0' 41:8' E MN20 11.2.al.2 Ctr ctr A -C E -G BC V 10 0 0.0' 41.8' F MN20 2.5x 5.,0 Ctr Ctr BC 0.64 2x 8 SP-2400f-22..0E TC N 0, 96' 0.0' 20.:9:1 L# MN20 5-_0x ;6_2 Ctr Ctr WB 0.73 2x 4 9P-#1 TC N 0 92 20.9' 41:8' S2 MT8H B.Ox18.0 Ctr 'Ctx WG --- 2x10 SP-#1 K#L MN20 8..8x 8.8 Ctr .Ctr Membr CSI P Lbs. Axl-CSI-Bnd J# MN18: 7.5x16:.2. Ctr Ctr Brace truss as follows: ----------Top Chords----- I# MNW, O'. 8:8x 8.:8 Ctr Ctr O'.C. From To A -B .0.57 8690 C 0.:12: 0.45 S1#MT8H 8.0x18.0 Ctr Ctr TC 24.01, 0- 0- 0 41- 9.- 0 B -C 0.46.. 8252 C O A-7 0.29 H# MN20 ' 5.•.Ox 6..2 Ctr Ctr BC 72.0" 0- 0- 0 41- 9- 0 C D 0.60 7462: C 0::31 '0:29 One 2.x4 T-Brace D -E 0_,60. 7462 C 0,31 0.29 # = Plate Monitor used K -D D -I E -F 0.46 '8252 C 0.17 0..29 Placement Tolerance Used 0.12 -in. Attach to 1-1/211 edge w/10d F -G 0..57 8690 C 0.12 0.45 nails at 6" o.c_ -T-Brace --------Bottom Chords--------- REFER TO ONLINE 'PLUS' GENERAL' must cover 90% of web length A -L 0.64 7895 T 0:.32 ,0.32 NOTES AND SYMBOLS SHEET FOR and have .a MOE >= 1.40E6. L -S2 0.54' 7435 T 0.30 0.24 ADDITIONAL SPECIFICATIONS., 92-K' 6.52 7"'0 T 0..30 0:.22. psf-Ld Dead Live K -J 6.27 �5806 T 0.24 0..03 NOTES: TC 4.0 20.0 J -I 0.27 5806 T 0.;24 0.03 Trusses P'lanufactured^ by: BC 2.0 0.0 I , S1 0.52 7440 T 0.30 0. 22 Morton Bilildings, Inc. TC+BC 6.0 20.0 91-H 0.54 7435 T 6.30 0.24 Analysis Conforms To: Total 26..0 Spacing 9;6.0" H -G 0.64 7895 T Oz32 0.32 TPY 2007 Lumber Duration Factor 1.15 ----------- We ---- ,s- --------- Run vertical thin bottom chord Plate Duration Factor 1.15 B -L 0.10 614 G Joint J Fb Fc Ft Emi:n 'L -C 0.26. 414 .T Truss is designed for no TC 1.00 1.00 1.00 1.00 C -K 0.73 1571 C ceiling load. BC 1.00 1..00 1..00 1.00 K -D 6..35 2147 T IT-Br NOTE: :USER MODIFIED PLATES J -D 0-18 953 T This design may have plates Total Load Reactions (Lbs) D -I 6.35 2147 'T IT-Br seYe'cted. throiigh a plate Jt Down Uplift Roriz- I -E 0-.,73 1511 C monitor. A 4342 13,78 G 3& E -H 0,22 414 T Max comp. force 8690 Lbs G 4342 13" G H -F :0.10 614 C Max tens. force 7895 Lbs G = Gravity Uplift Conn'c�tcr P ate rao=;LoaCiOn TL Defl -0.70" in I -H L/'696 Tolerance = .10% Jt Brg Size LL Defl -,0.48" in I -H L/999 This truss is designed for a A 5.5,1 Hz 'Di.sp LL DL TL creep ,factor of 1.5 which G 5.5" Jt G 0.211! 0.09" 0.30" is used to calculate total Shear// Grain in A -B 0.5.4 load deflection.' LC# 2 'Dead Load Check Online Plus-C Copyhght M7eka 1996-2017 VersiDn 30.D.069 Engineering-Portrad 1OW021 11:10:51 AM Page 1 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 L128-109886 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 '� 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO so DIRECTION OF THE LICENSED / REGISTERED ENGINEER . Q— so RESIST BOTH AXIAL AND BENDING FORCES. 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE 0— a FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' 03 (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 Z (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED O WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). 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. Q/ PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH 1 1 1 USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 1 1 1 Z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" ry 11 O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR W .................:.'.,. BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. Z Z ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE 0 «...0 AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT U STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. O SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME 00 �o STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON AV EXTERIOR. F— O ALL = O TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, ::E CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. O GUTTERS -5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH 00 SIDES OF THE BUILDING. z m 2x4 F1 F1 MFS 09/20 DIo`"TCr door � O and ductwork cn 0 OCCUPANCY OR testing required. w AP ROVED AS NOTED USE IS UNLAWFUL LU BUILDING DESIGN CRITERIA a WITHOUT CERTIFICATE g DATE: B.P.# 1 1 1 BUILDING CODE 2020 BCNYS FEE: BY: OF OCCUPANCY EARTHQUAKE DESIGN DATA TABLE USE GROUP U NOTIFY BUILDING DEPARTMENT AT j CONSTRUCTION TYPE VB 765-1802 8 AM TO 4 PM FOR THE Must provide Manuals z Q FOLLOWING INSPECTIONS: P 0.2 SEC SPECTRAL RESPONSE 0.179 RISK CATEGORY I 1. FOUNDATION - TWO REQUIRED ELECTRICAL D J and S as per ACCELERATION (Ss) BUILDING DESIGN ELEVATION 50 FT. P 1.0 SEC SPECTRAL RESPONSE BUILDING AREA 2016 SQ. FT. FOR POURED CONCRETE WISPECTION REQUIRED NYS Energy Code 2. ROUGH - FRAMING 8, PLUMBING ACCELERATION (Si) 0.05 ROOF SNOW LOAD 20 PSF 3. INSULATION 4. FINAL - CONSTRUCTION MUST c a DRAWN BY.• ARI SEISMIC DESIGN CATEGORY B GROUND SNOW LOAD 20 PSF �"F'iU..S P'LAC/LF?D.f144'a R�QU:R<~D RISK CATEGORY (TABLE 1604.5) 1 WIND SPEED (VOLT) 130 MPH BE COMPLETE FOR C.O. DATE: 9/20/2021 ALL CONSTRUCTION SHALL MEET THE SITE CLASS D WIND SPEED (VASD) 101 MPH REQUIREMENTS OF THE CODES OF NEW CHECKED BY.- ---- LIGHT FRAMED WALLS SHEATHED YORK STATE. NOT RESPONSIBLE FOR I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS DATE: ---- BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS DESIGN OR CONSTRUCTION ERRORS. SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR BUILDING WAS PREPARED BY A DULY UNDER MY DIRECT CURRENT LUMBER SPECIFICATIONS (06-01-2013) SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED REVISED DATE., ---- STEEL SHEETS SIZE DESCRIPTION BENDING VALUE Fb COMPLY WITH ALL CODES OF PROFESSIONAL ENGINEER. REVISED DATE: ---- RESPONSE MODIFICATION FACTOR (R) 7 NEW YORK STATE & TOWN CODES kot ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE 2x4 NO. 2 SPF 1500 PSI PSI AS REQUIRED AND CONDITIONS OF Date: 2021.10.05 REVISED DATE ---- 2x4 NO. 1 SYP 100 SEISMIC DESIGN BASE SHEAR 550 LB 2x4 2100f MSR SPF 2100 PSI 14:46:18 -05'00' REVISED DATE.- --- :j - 2x6 NO. 2 SPF 1 138 PSI ` U ADAM CRUTCHLEY, P.E. 2x6 NO. 1 SYP 1350 PSI adam.crutchley@allieddesignaes.com SHEET INDEX 2x6 2100f MSR SPF 2100 PSI $0 , t$fi�TRUSTEES DATE: REG.# 2X6 2400 MSR SYP 2400 PSI 'h. . QF NE U / SHEET # DESCRIPTION � � P��' cauT yo G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x8 NO. 1 SYP 1250 PSI *ROOF SNOW LOAD CALCULATIONS 2x8 2400 MSR SYP 2400 PSI * Q to Sl OF S8 COLUMN PLAN Pf = 0.7 x Ce x I x Pg x Ct � .c S2 OF S8 TRUSS/ BRACING PLAN & DETAILS 2x10 NO. 1 SYP 1050 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 4 LU W 2x10 2400 MSR SYP 2400 PSI I = IMPORTANCE FACTOR = 0.8 rn S3 OF S8 TRUSS DRAWING & DETAILS S4 OF S8 ELEVATIONS 2x12 NO. 1 SYP 1000 PSI Ct = HEORMAD SNOWOROAD = 20 PSF i; g � � � � � d+ Cs 2x12 2250f MSR SYP 2250 PSI ��1 exterior fighting J� ! S5 OF S8 SIDEWALL SECTION & DETAILS Pf = 0.7 x 1.0 x 0.8 x 20 x 1.2 = 13.44 PSF ilistalled+re laced or �oozzq 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI p 11 APR 1 5 2022 R�FESs1oN4` Cs = ROOF SLOPE FACTOR = 1.00 repaired shall conform r rl S6 OF S8 ENDWALL SECTION &SHEARWALL DETAILS 3 1/2"x15" GLU-LAM 1650 PSI Ps = Pf x Cs = 13.44 x 1.00 = 13.44 PSF P to Chapter 172 BUILDING DEP7 S7 OF S8 OHD SECTION WITH EYEBROW & EYEBROW DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSI Tn`,^,',,OF S,0UT!-:0LP S8 OF S8 SPAN BAY SECTIONS & DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI of the Town Code SCALE: AS NOTED SHEET NO: OF: G1 G1 OFFICE: CUTCHOGUE, NY JOB NO. 128-109886 • o N \ \ 0111 ^ ('7 01 co 7'-10 1/2" 8'-0" 8'-0" 8'-0" 8'4' co 1/2" O D 1'-0"VENTED SIDEWALL OVERHANGS z 0/ w 2'-0"NON-VENTED ENDWALL OVERHANGS E F A 11 p S8 I S8 I I S5 41 ,_9„ qz— o — — - - - - - - - - - - 41 ,_9,1 z l8"M 18"M A 130"M 24"M 24"M 24"M 1811M o I i 18"M g \ 38'-10 1/2" t 1 1 S604W ;p I 00 34'-10 1/2" — 1811M I I Z I I C CV = I o i i S7 ui �o Z 27-10 1/2" — T 18"M fv I I < Z ,D O S8 18"M ( 22'-101/2" F- 20'-10 1/2" — —{— 18"M s0 I o ry O .' 16-0"SPAN BAY i 18"M I 18'-10 1/2" m to p U I J 13'-10 1/2" — 18"M I ( 1 1 1 �— z I C oe O b i I S7 = O I I �o U � � I I I I CV 6-10 1/2" — 18"M CV I I O I O I N i m o I I 18"M I 00 2'-10 1/2" z 0 ;o 18"M 18"M A 130"M 24"M 24"M A 24"M 181, n 0'-01, 0 �..J -0 Z O O w = I I I I I w �w w 2 J� °- 7-10 1/2" 8'-0" 8'-0" 8'-0" 8'-0" 7-10 1/2" p OE N �zp z 1 1 1 8 O r= Q� �J aeQ �Q co0 0 0 0 0 0 w0 �O z N c') co COLUMN PLAN DRAWN BY. ARI COLUMN PLAN LEGEND DATE: 9/20/2021 CHECKED B Y: ---- ❑ - 3-2x6 LAMINATED COLUMN LOCATION DATE. ---- - 3068 9-LITE TEMPERED GLASS IN PLAIN 2-PANEL LEAF FIBERSTEEL WALKDOOR, OUT SWING, RIGHT HINGE WITH CLOSER, LOCKSET REVISED DATE.' ---- A - (4) 4429 MB SLIDING WINDOWS REVISED DATE., 'O - (2) 16'-2"x8'-l"OVERHEAD DOORS -- - 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION) REVISED DATE. ---- - SNOW RETAINERS REVISED DATE.' ---- - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS s0 - 7/16"OSB SHEARWALL LOCATION (FOR DETAILS SEE PAGE S6) 18"M - 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE 9 COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD fG1r N WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"M - 24" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE W PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE 2 COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD y WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE ROUGH OPENING SCHEDULE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN Op 100219 IN ONE OPERATION. UNIT SYMBOL 113 30"M - 30" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE FROM LEGEND WIDTH HEIGHT R�FESS PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE 10 38 1/4" 81" COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD 2' g' WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 1A 52 1/4" 33 5/8" SCALE: SCALE: AS NOTED COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 1' 4' 16' IN ONE OPERATION. SHEET NO: OF: S1 S8 roFFICE.• CUTCHOGUE, NY JOB NO. 128-109886 T R U o II 60d R.S. NAIL I v II N CV N N 0 0 0 20 GA. GALVANIZED C? BOTTOM CHORD o PURLIN CONNECTOR m � in o• OF TRUSS O � 0 15'-9 3/4" 8'-0 3/4" N 8'-0" cl) 8'-D" m 7'-10 1/2" � Z 0' •; Q/ w •\ v Z (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. Z (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) LU - - - - p i 2x4 TRUSS TIE DETAIL Liu 1 0 0 SCALE: 1/2"= l'-0" C Z S2 i W o Z ' ... Q Q z . . .0 . .. . . . . . .__-_ o j cz eel O O m O U140 J w . O I — O Z 42' CUSTOM R.C.TRUSS O O O O O Z o e • I I • I 42' CUSTOM R.C.TRUSS V� Z • I I A W = � I I S2 Q cn w (9) 4"STRUCTURAL SCREWS PER CONNECTION 8 1 1 1 FULL HEIGHT LAMINATED COLUMN r _l FASTENED TO END RAFTER ASSEMBLY AS TRUSS/BRACING PLAN I • I • I -, SHOWN AND TO EACH INTERSECTING I • I I I • I ' I Z Q WEB. FASTEN TO HEADER AND FRAMING I I • I MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME � (8) 4"STRUCTURAL SCREWS PER CONNECTION DRAWN BY.' ARI 2x4 BEV. PURLIN �' DETAIL C 2 MEMBER END COLUMN EXTENSION OR DATE.' 9/20/2021 TOE NAIL OVERHANG RAFTER X UPRIGHT ASSEMBLY FASTENED TO END SCALE: 1 1/2" = l'-0" OVERHANG RAFTER ASSEMBLY AS SHOWN AND TO CHECKED BY TO ERHANG NAILER WITH .' ---- OV R.S. NAIL EACH SIDE EACH INTERSECTING WEB. FASTEN TO(1) 16d HEADER AND FRAMING MEMBER WITH (2) DATE: ____ 16d R.S. NAILS INTO EACH END COLUMN REVISED DATE: ---- EXTENSION MEMBER OR UPRIGHT. REVISED DATE.' ---- REVISED DATE: ---- OVERHANG FRAME DETAIL B REVISED DATE: ---- 2x6 OVERHANG NAILER SCALE: 1 1/2"= l'-0" 42' CUSTOM R.C.TRUSS of: NrW Y • (7) 4"STRUCTURAL SCREWS �ti��+ -9urcy0 3-2x6 CORNER COLUMN .c = r,. W C) ui TRUSS/BRACING PLAN LEGEND DETAIL A ,�Fo i -42' CUSTOM R.C. TRUSS SCALE: 1 1/2" = l'-0" R�ao�.z q FES5113 2 - DOUBLE CUSTOM 42' R.C.TRUSS 3 - 2x6 FLAT TRUSS TIE CENTERED IN BUILDING 4 -2x6 DIAGONAL END BRACES 2' 8' 5 -2x4 TRUSS TIE SCALE: LSHEET NOTED 1' 4' 16' O S8 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) TRUSSES ARE USED AS A DOUBLE MEMBER TRUSS ASSEMBLY WHERE NOTED ON THE 128-109886 TRUSS/BRACING PLAN ON SHEET S2. FASTEN TRUSSES TOGETHER FROM EACH SIDE WITH 0.131" DIA. x 2-3/4" R.S. GUN NAILS @ 8"O.C. STAGGERED ALONG TOP CHORD AND WEB MEMBERS, AND 24" O.C. ALONG LOWER CHORD. 5 �-- • o A A A A U v 10 TRUSS SPACING 8'-0" O.C. N 9 — 11 — 1 4 LIVE LOAD 20 PSF 0 DEAD LOAD 4 PSF o- im ui CEILING LOAD 2 PSF TOTAL LOAD 26 PSF O Z ()/ W Z O ' ^ IL V z , 1 w Lu z 41 — 9 — 0 0!� CD wk:. CUSTOM 42' S.C. TRUSS Q o SCALE: 3/8"= 1'-0" SEE NOTE #1 CENTER 2x4 (NO. 1 SYP) WEB HEADLOK .19"x6.0" FLATHEAD LAG SCREW U STIFFENER ON TRUSS WEB & (ICC-ES REPORT ESR-1078) F— NAIL W/3-1/2" HDG R.S. GUN NAILS OR 16d R.S. NAILS WITHIN 2x4 PURLIN w 4" OF ENDS & 6"O.C., STAGGERED m ".: in SECTION A-A 4.2' WIDE 0 U J (ZONE 2-& 3r) TD 1 1 1 SCALE: 1 1/2"= V-0" 1$, z F- O u �- O WEB STIFFENER DETAIL. U :� 20 GA. GALVANIZED m TOP OF HOOD o• PURLIN CONNECTOR z O � y � o• •o RUSS • e o �� Z 2x4 PURLINS \ 1 1 1 N 0 w (1) #9x1" HWH SCREW ON PEAK SIDE AND o- Ng (2) #9xl" HWH SCREWS ON EAVE SIDE OF `n OGP E 1 PURLIN IN HOLES SHOWN (JOINT MUST BE 1 1 g uSsv (ZONE 2r& 3r) TIGHT BEFORE FASTENING CLIPS) 4.2' W I D E (ZONE 2e & 3e) @�Nt� 2x4 BUTTED PURLIN DETAIL Z Q (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= l'-0" DRAWN BY.• ARI DATE: 9/20/2021 CHECKED BY: ---- 2x4 PURLINS 60d R.S. NAIL 1� 18 DATE.- ---- REVISED DATE.' ---- REVISED DATE: ---- REVISED DATE., ---- N �pGPt�p REVISED DATE.' ---- 4.2' WIDE P��ER (ZONE 2e & 3e) OR TOP CHORD 20 GA. GALVANIZED o PURLIN CONNECTOR O - INDICATES PURLINS TO BE FASTENED OF TRUSS 9 Of Nc w/HEADLOK .19"x 6.0" FLATHEAD LAG ,Ru �O SCREW, ALL OTHER PURLINS TO BE o• '� \ g� �� 'y�;p FASTENED w/60d R.S. NAIL w = cr. W C) W (1) #9xl" HWH SCREW ON PEAK SIDE AND (2) #9xl" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE c!►�O�J? 1007- 42' WIDE BUILDING PURLIN LAYOUT TIGHT BEFORE FASTENING CLIPS) �FESS10 SCALE: 1/2"= l'-0" 2x4 BUTTED PURLIN DETAIL Ls� s NOTED (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: 1 1/2"= 1'-0" —J OF.• S8 OFFICE: DESIGN AND EXPLANATORY NOTES 1- CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-109886L OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • 0to NO O ex Lu OD z 12 rv000 zLu 0 CL ® z .00 Lu LjLj 13'-0" 22'-6" 9'-6" 13'-0" C? b zo b 00 NORTH ELEVATION o .. .... .. ... . ....... 12 12 5 5 1 ry 0 T#16 GABLE TRIM w V) =D .0 co Lo 0 12 ry Lu z HI-RIB STEEL SIDING i ot— o T#21 CORNER TRIM = 0 T#167 TRANSITION TRIM C 1 HI-RIB STEEL WAINSCOT T#167 BASE TRIM rvoo 0 WEST ELEVATION 20'-0" cn0 z 9 LU I b 0 V) cy) m uj cn EAST ELEVATION. U-j z VENT-A-RIDGE DRAWN BY.- ARI DATE., 9/20/2021 CHECKED B Y.- ---- 5"O.G. GUTTERS DATE: ---- REVISED DATE.' ---- 12 HI-RIB STEEL SIDING ��l 0 REVISED DATE: ---- T#21 CORNER TRIM REVISED DATE.' ---- REVISED DA T#167 TRANSITION TRIM TE. HI-RIB STEEL WAINSCOT T#167 BASE TRIM OF +Ety 6" 12'-6" Lu b 0 cy) Do lovaq SOUTH ELEVATION 1p s w 2' 8' (SCALE.- AS NOTED SCALE: R F SHEET NO: OF.• 1 4' 16' Li � S4 S8 j OFFICE. DESIGN AND EXPLANATORY NOTESr- CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-109886 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 DISTANCE OF 10' PLUS OVERHANG WIDTH. %0_ co c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. o• UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING M MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL o— BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. m d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS. O D e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A Z ui COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF z 25 PSI. m r ^ a, 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF z LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF Q� FLUOROFLEXTM 1000 HI-RIB STEEL LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND 1 1 1 2x4 PURLINS @ 23" O.C. TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. (NO. 2 SPF) 1 1 1 Z INSULATION STOP/ 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING AIR DEFLECTOR WATER, IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 2x4 BEV. PURLIN 12 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION W 5 INSTRUCTIONS. Z FILLER STRIP 2x6 BEV. FASCIA o 5"O.G. GUTTERS 42' CUSTOM R.C.TRUSS = � T#144 &T#146 FASCIA TRIM _ j SOFFIT HI-RIB/SOFFIT CAP O ' FILLER STRIP (2) ROWS OF 6" (R-19) BLANKET INSULATION m 2x6 OVERHANG NAILER 0. 4 MIL BLACK VAPOR RETARDER O %0 ACOUSTICAL HI-RIB STEEL 2x4 TOP BLOCK &T#1 1 W 2 (2) 1/2"x5 1/2" M. BOLTS & 6" (R-19) BLANKET INSULATION W/ oe (8) 4" STRUCTURAL SCREWS 4 MIL VAPOR RETARDER = 0 16" DEEP UNFACED FIBERGLASS INTERIOR HI-RIB STEEL U INSULATION UTILIZED AS FIRE BLOCK �/ o X 0 FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 STRIPPING Z WITH BUILDING WRAP O ( 2 ) ROWS 2x4 NAILERS (2100 MSR SPF) � 1 l'-4" 3-2x6 LAMINATED COLUMN Z GRADE TO HEEL 1 1 1 = 2x2 VERTICAL BLOCKING Q w AT COLUMN LOCATION a. T#167 TRANSITION TRIM r vi FILLER STRIP 2x6 NOTCHED NAILER (2100 MSR SPF) e 1 1 1 g FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16"OSB PROTECTIVE LINERTRUSS IN m T#167 BASE TRIM SADDLE COLUMN Z (20) 1/4"x 2 1/2"POWER LAG WASHER HEAD YELLOW ZINC SCREWS LAMINATED COLUMN 2x4 NON-TREATED BASEBOARD 4" CONCRETE FLOORI♦9 BASE TRIM TRUSS SADDLE ISOMETRIC 4' WIDE R-10 PERIMETER INSULATION ♦ DRAWN BY.- A R I 3' BLACK PLASTIC 8„ 4 • y DATE.' 9/20/2021 CHECKED B Y: ---- FINISH GRADE DATE.' ---- 4"MINIMUM COMPACTED GRANULAR BASE ♦ PRECAST CONCRETE LOWER COLUMN OR IN SITU GRANULAR SOIL INSTALLATION REVISED DATE.' ---- 2x6 TREATED BOTTOM PLATE COLUMN REVISED DATE.' ---- 360M & 370M BRACKETS FASTENED TO MFS 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE REVISED DATE., --- (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & WITH BASE PLATE COLUMN W/ADJUSTMENT ROD & ``• " REVISED DATE.• ---- 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS ~':•�:.'• BASE PLATE IN THE AUGERED MFS PRE-CAST CONCRETE COLUMN UNDISTURBED SOIL ^-.: HOLE. 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN .� :•'. ;�; +; 2. PLUMB PRECAST CONCRETE ' COLUMN IN BOTH DIRECTIONS of M AROUND EXPOSED REBAR CAGE AND 3/4"xl4" y 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 3. ADJUST HEIGHT UP OR DOWN q���°f%"r�y0��, ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. ;,.; .; •"�''� ' WITH ADJUSTMENT HEX ROD q PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ! = d+ w 4. POUR READI-MIX CONCRETE INTO n W THE HOLE AS SPECIFIED. S I D EWALL SECTION A 5. BACKFILL AND COMPACT THE LOWER COLUMN ANNULAR SPACE AROUND THE ROFESS10 SCALE: 1/2"= 1'-0" ISOMETRIC COLUMN TO GRADE WITH SOIL AUGERED FROM THE SITE. SCALE: AS NOTED SHEET NO: OF: S5 S8 OFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 09886 2x6 BLOCK BETWEEN NAILERS NAILED TO COLUMN W/20d o GUN NAILS. NAILED 3"O.C. ( , v. � Q_ 0_ w m O � LAMINATED COLUMN Z FLUOROFLEXTM 1000 HI-RIB STEEL Z 2x4 PURLINS ( O T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d P,.S. NAILS v x 2x6 FASCIA 2x4 NAILERS Z 1 4"STRUCTURAL SCREW THROUGH `TRAP 7/16"OSB T#194 TRIM � ( ) 42' CUSTOM R.C.TRUSS i / & INTO BRACE LAMINATED COLUMN SOFFIT 2' END BRACE STRAP W/ PRE-PUNCHED HOLES (BEND TO FIT) FASTENED W/ 1 1 1 HI-RIB/SOFFIT CAP TRIM ,� OSB SHEARWALL DETAIL i (3) 0.140 x 1 1/2" R.S. NAILS GABLE FILLER PLUGS J�� �� SCALE: 1/2"= 1'-0" 2x6 DIAGONAL BRACING FASTENED � 2x4 TRUSS TIE TO COLUMN W/(4) 16d R.S. NAILS WZ 2-2x6 E.C.E. 42' CUSTOM R.C. TRUSS LOWER CHORD OF END RAFTER ASSEMBLY ACOUSTICAL HI-RIB STEEL m to T#1 1 &T#136 — O F— W z F— O 7/16" OSB = O 2x4 NAILERS ,I—'— — — — — — — — — — — — — — — — =1: 2x6 VERTICAL BLOCKS @ o — — — — — — COLUMN BETWEEN NAILERS i- - - - - - - -- - - - --- - - - -i O z m •I I• o - - - - - - - - - - - - - - - - - -I PERIMETER OF OSB SHEETS y ' NAILED W/1-3/4" RING SHANK �� O I' COIL GUN NAILS SPACED 3"O.C. LjLj I' W EXTRA NAILERS ADDED - - - - - - - - - - - - — N BETWEEN STD. NAILERS :i is LLJ 8 (MAX.SPACE TO BE 24") OSB NAILED TO INTERMEDIATE SUPPORTS W/1-3/4" RING SHANK _J - -- - - - - - - - - - - - - - - - COIL GUN NAILS SPACED 6"O.C. �. z �— — — — — — — — — — — — — — — — — ,I I. . I' LAMINATED COLUMN DRAWN BY.' ARI 8 - - - - - - - - - - - - - - - - - -) DATE: 9/20/2021 — — — — — . CHECKED B Y.• ---- FINISH GRADE i- - - - - - - - - - - - - - - - - -I' DATE: ---- •� — �• 5/4x6 NAILER REVISED DATE: ---- REVISED DATE.' ---- 4'-0" - - - - - - - - - - - - - - - - - -�. . REVISED DATE.' ---- ae :I-- - - - - - - - -- - - - - - - -I: 2x8TREATED BASEBOARD,:, ASEBOARD REVISED DATE.' --- ;I I: MFS PRE-CAST CONCRETE COLUMN � a °a 21"THICK CONCRETE PAD(2500 PSI MINIMUM). I- - - - - - . - - - - - - - - - - - -I . . . . . . . . . . . . . . . . . . . . . . . . . . . 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN OF N.- AROUND EXPOSED REBAR CAGE AND 3/4"x14" , ( ~K/y 18"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" GRUTG► O,p ABOVE CONCR ETE ETEE BELOW PRECASTM OF CONCRETE AND PLACE ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. w C'� W 7/16" OSB SHEARWALL ELEVATION ��fio , 4 MID ENDWALL SECTION B SCALE: 1/2"= V-0" oozz SCALE: 1/2"= V-0" R�xEN SCALE: AS NOTED SHEET NO: OF: S6 S8 OFFICE: CUTCHOGUE, NY 2x6 NAILER JOB NO. 128-109886 2x8 HEADER 2x6 STIFFENER to °°• • A o° � pNO pN.. ^ � M W m O 5x5 NAIL PLATES ((2) EACH SIDE OF FRAME) w BEND OUT 900 & FASTEN EACH WITH OZ (4)#9xl 1/2" HWH SCREWS AS SHOWN _ EYEBROW OVERHANG FRAME o° o o Z o° . o• ° 2x6 STIFFENER 1 1 1 2x10 HEADER 1 1 1Z HEADER FASTENING SCHEDULE ry MEMBER UPRIGHT COLUMN EYEBROW ATTACHMENT DETAIL Z °`'" ... EA. 2xl2 8 8 SCALE: 1" = V-0" FLUOROFLEX 1000 HI-RIB STEEL } f.o Z � WITH BUILDING WRAP 2x4 TOP BLOCK &T#11/136 Q '<`'' ''`''# INTERIOR HI-RIB STEEL NOTES: J O FILLER STRIP 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS = U HOLD T#167 UP 3/4"ABOVE T#374 REQUIRED PER CONNECTION. F— � 2. PRE-DRILL HEADERS AS REQUIRED O [L` , 7/16"OSB SHEATHING 2x6 NAILER TO PREVENT SPLITTING. w '� 3. IF NUMBER CF SCREWS REQUIRED FOR 2x6 NAILER 5x5 NAIL PLATE m 2x8 HEADER HEADER TO JAMB COLUMN CONNECTION F— lo Z EYEBROW FRAMES @ 2'-0" O.C. IS EXCESSIVETO CAUSE SPLITTING, 0 2x6 STIFFENER THE EXCESS SCREWS MAY BE INSTALLED v J FASTEN FRAME WITH (4) #9xl 1/2" IN HEADER SUPPORT BLOCKING. � 1 1 1 Z HWH SCREWS PER 5x5 NAIL PLATE f— O 12 FLUOROFLEX 1000 HI-RIB STEEL 10 = O BUILDING WRAP 2x8 BLOCK WITH 2x6 BACKER (1) LAYER SYNTHETIC UNDERLAYMENT 2-2x6 UPRIGHTS (SEE DETAIL BELOW) � o SET BOTTOM OF HEADER T#528 T#1 1 TRIM 8" BELOW TOP OF FRAME 2x6 STIFFENER O 2x6 BEV. PURLIN 5x5 PLATE 2x10 HEADER Z m 2x6 STIFFENER O 5"O.G. GUTTERS 2x10 HEADER a: (NO. 1 SYP) 2x8 HEADER SOFFIT I 3' Z T#144 &T#146 FASCIA TRIMS SOFFIT/HI-RIB CAP11 (2) 2xl2 HEADERS 1 1 1 N FILLER STRIP (NO. 1 SYP) 2x8 NAILER (LAP FRAME APPROX. 1 1/2") Q w 9'-4" FLUOROFLEX 1000 HI-RIB STEEL W/ BUILDING WRAP AFLAT STEEL °- T#15 `n GRADE TO BOTTOM 2x6 NAILER OF 2x6 BEV. FASCIA O.H.D. ♦ 1 1 1 8 FILLER STRIP ALUMASEAL T#129 T#152 00 T#124 2x2 BLOCK T#105 2x6 STIFFENER ° o Z 8'-3" ° RETURN HIP FRAME FASTENED TO T#151 GRADE TO BOTTOM HEADERS AND NAILER WITH 10d R.S. T#154 ol OF 2x6 BLOCK GUN NAILS 8"O.C. 2x3 JAMB (BEYOND; ll DRAWN BY.' ARI BOTTOM 2' TREATED) 2x10 HEADER 3-2x6 JAMB COLUMN (BEYOND) DATE., 9/20/2021 2x6 TRACK BLOCK (BEYOND; CHECKED BY. ---- BOTTOM 2'TREATED) CORNER OF RETURN HIP FRAME DATE: ---- 2-7/16"' /6- -, REVISED DATE: ---- OHD HEADER WITH 2'-0" EYEBROW SECTION C END OF TERMINATION HIP FRAMEREVISED DATE: ---- SCALE: 1"= V-0" REVISED DATE.' ---- 2x8 BLOCK WITH 2x6 BACKER REV/SED DATE.•ZFASTEN �� INTERMEDIATE TERMINFRAME (GoFHIP FRA ,�PcRur0 2x6 BEV. FASCIA 2'STRAP (THIS SIDE ONLY) � '� w(4) 1 1/2" R.S. NAILS TO FRAME R+16d R.S. NAILS TO HEADERETURN HIP FRAME TO BLOCKING q1 0oriq ��,�� FES SIO WITH (5) 4"STRUCTURAL SCREWS. EYEBROW HIP ATTACHMENT DETAILS SCALE: AS NOTED SCALE: 1"= l'-0" SHEET NO: OF: S7 S8 OFFICE: CUTCHOGUE, NY JOB NO. 128-109886 (2) ROWS OF 6" (R-19) BLANKET INSULATION 2xl2 BRIDGING (OFFSET BETWEEN JOISTS AND FLUOROFLEXTM 1000 HI-RIB STEEL LOCATED AT THE STANDARD TRUSS LOCATION) Lo HEADLOK .19"x 6.0" 2x4 RAFTER @ STANDARD TRUSS 2x4 PURLINS V FLATHEAD LAG SCREW LOCATION (NO. 2 SPF) ATTACHED c� T#16 GABLE TRIM TO 2xl2 JOIST WITH HEADLOK 0_ N 2x6 FASCIA 0.19"x 6.0" FLATHEAD LAG SCREW 1 T#194 FASCIA TRIM w USP JH20 JOIST HANGER SOFFIT 2x0/2x8 PLATED HEADER FASTENED TO O Z DOUBLE 42' CUSTOM TRUSS TOP CHORD f-voo, Lu Z SOFFIT/HI-RIB CAP W/ 10d R.S. GUN NAILS @ 6"O.C. O FILLER STRIP CL 2-2x6 UPRIGHTS USP JH20 JOIST ACOUSTICAL HI-RIB STEEL DOUBLE 42' CUSTOM R.C.TRUSS �7J HANGER L CUSTOM 42' R.C. TRUSS 2x4 FLAT BLOCK Z2x12 JOISTS @ 16"O.C. 2x10/2x8 PLATED HEADER (NO. 1 SYP) 2x4 FLAT BLOCK rl0000 (NO. 1 SYP) FASTENED TO L1J / (6 FULL HEIGHT COLUMN W T#11 & 136 — 1 1 1 ) 4"STRUCTURAL SCREWS _ z FLUOROFLEXTM 1000 HI-RIB STEEL T#1 1 & 136 2xl2 JOISTS @ 16"O.C. WITH BUILDING WRAP (NO. 1 SYP) INTERIOR HI-RIB STEEL INTERIOR HI-RIB STEEL 2x4 PURLINS Lij 2x4 NAILER OVERHANG FRAME (2) T#1 1 TRIMS 512 k.. ACOUSTICAL HI RIB STEEL 7j -� 0 3-2x6 LAMINATED FULL HEIGHT COLUMN 2x6 DIAGONAL BRACING FASTENED V TO UPRIGHTS W/(4) 16d R.S. NAILS 0:� 0 <,n �_ 0 2x12 BRIDGING (OFFSET BETWEEN O U `O JOIST LOCATED @ STANDARD Q/ 1 1 1 J COLUMN LOCATION) 2x4 FLAT BLOCK 0 O 2x4 RAFTER @ STANDARD TRUSS LOCATION U Q/ o IV _ X 2x4 TOP BLOCK m m DOUBLE TRUSS IN 2x4 BEV. PURLIN z COLUMN SADDLE 0 SADDLE BLOCK TRIMMED LAMINATED COLUMN 3-2x6 LAMINATED COLUMN ccn Z 1 1 1 = EP SPAN SECTION D TRUSS SADDLE ISOMETRIC pLu SCALE: 3/4"= l'-O" SIDEWALL SECTION E p C4 SCALE: 1" = V-0" 1 1 1 g _J _J 2xl2 JOISTS @ 16"O.C. (NO. 1 SYP) Z 2x4 PURLINS ' COLUMN PLAN DIMENSION 12 DRAWN BY. ARI 5 DATE 9/20/2021 FLUOROFLEX 1000 HI-RIB STEEL i 2x4 NAILERS CHECKED BY.• ---- 3-2x6 LAMINATED COLUMN DATE.' ---- REVISED DATE.' ---- 0 REVISED DATE: ---- CUSTOM DOUBLE 42' REVISED DATE: ---- R.C.TRUSS (BEYOND) REVISED DATE: ---- 2x4 FLAT BLOCK o ADDITIONAL 2x6 LAMINATE 2x4 STRIPPING I I I INTERIOR HI-RIB STEEL r GRUT r0DOUBLE CUSTOM 42' R.C.TRUSS (ABOVE) (2) 1/2"x7 1/2" M. BOLTS & ` q(8) 60d R.S. NAILS *r l 3-2x6 LAMINATED COLUMNLu W/ADDITIONAL 2x6 LAMINATE yJ► COLUMN DETAIL # 1 07 SCALE: 1 1/2" = V-0" R�FES510�P SIDEWALL SECTION F rSCALE-- AS NOTED SCALE: 1"= V-0" SHEET NO: OF: S8 S8 - - � Y7,-RICE' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 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 30202 NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. INCORPORATED AS PART OF THESE DRAWINGS. 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. l 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 OF THE LICENSED / REGISTERED ENGINEER NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THERESIST BOTH AXIAL AND BENDING FORCES. . o 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE CZ.FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' ae 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 CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS Z (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). _ V TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 7 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. Z PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH (]_.00 USE CATEGORY UC413 (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 1 1 1 LjLj 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 W BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. Z , ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED � Z AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT .� STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. U 10:� O . ce SIDING 8, ROOFING ROOFING PANELS IFLUOROFLEX 1000 T^"1000 T^" -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME 10 STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON O %o J EXTERIOR. 1 1 1 Z ALL F— O TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR A755 GALVALUME STEEL ON GABLES, RIDGES, = 0 U CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. :� Q/ o GUTTERS-5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH X SIDES OF THE BUILDING. O co 2x4 F1 F1 MFS 09/20 rZ^ O V 0 w = 0 �w a, 0 LJ.J 8 _1 r ` r z Q z BUG 7 2 DRAWN BY.• MILICH DATE: 1/11/2024 CHECKED BY.• JMM DATE. 1/16/2024 CURRENT LUMBER SPECIFICATIONS (06-01-2013) REVISED DATE.' ---- SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO.2 SPF 1313 PSI REVISED DATE.' -- 2x4 NO. 1 SYP 1500 PSI REVISED DATE.' ---- 2x4 2100f MSR SPF 2100 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS REVISED DATE.' --- 2x6 NO.2SPF 1138 PSI BUILDING DESIGN CRITERIA BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SHEET INDEX 2x6 NO. 1 SYP 1350 PSI BUILDING CODE 2020 BCNYS SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED 2x6 2100f MSR SPF 2100 PSI USE GROUP U PROFESSIONAL ENGINEER. SHEET # DESCRIPTION 2x6 2400 MSR SYP 2400 PSI CONSTRUCTION TYPE VB ? ����we G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x8 NO. 1 SYP 1250 PSI RISK CATEGORY I 0 S1 OF S7 COLUMN PLAN 2x8 2400 MSR SYP 2400 PSI C 2x10 NO. 1 SYP 1050 PSI ADAM CRUTCHLEY, P.E. S2 OF S7 SECTION A Odom.crutchley@allieddesignaes.com g �; S3 OF S7 SECTION B 2x10 2400 MSR SYP 2400 PSI DATE: REG.# 'y+ S4 OF S7 SECTION C 2x12 NO. 1 SYP 1000 PSI 2x12 2250f MSR SYP 2250 PSI S5 OF S7 FLOOR JOIST LAYOUT �dF 10 27.q S6 OF S7 DECK HEADER DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI R� 4NP 3 1/2"x15" GLU-LAM 1650 PSI Date. 2024.01 .29 __y. --- FESSI '29/2024 S7 OF S7 CONCRETE FOOTING DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSIS 5 1/4"x19 1/2" GLU-LAM 2400 PSI '10:13:2 1 -06'00 SCALE: AS NOTED SHEET NO: OF. Gl G1 DESIGN AND EXPLANATORY NOTES -, r10 CUTCHOGUE, NY FFICE.• JOB NO. 1.) INDICATES DIMENSIONS ARE TAKEN FROM THE INSIDE EDGE OF THE 1 28-1 30202 EXISTING INTERIOR STRIPPING. 0 0 Lo C*o� 0% co O 1 l'-2 3/4" *31'-2" r-wo w z ol 0 L r 29 04 18"SQ. lei c� Lu Zo UP L? Lij ZN --- 1 8"SQ. - -- ry --4 I ui 7 A-u .......... < ci 4 24"SQ..... . D . 0 24"SQ. 1 L C Lij 11T S4 %0 0 U -i ry LjLj 7 cN N z o =: od F 0 to -1 CV x 0 18"SQ. —418"SQ. J L L? *4'- 2 1/4" Lu 1 1'-2 3/4" I *31'-2" U_j COLUMN PLANzQ z rDRAWN BY.- MILICH DATE: 1/11/2024 CHECKED BY.- JMM DATE.' 1/16/2024 REVISED DATE REVISED DATE: ---- COLUMN PLAN LEGEND REVISED DATE. REVISED DA TE.' - EXISTING 3-2x6 LAMINATED COLUMN LOCATION - 3 1/2"X3 1/2"STEEL INTERIOR COLUMN LOCATIONS - EXTERIOR HEADER LOCATION (SEE SECTIONS & FLOOR JOIST LAYOUT FOR SPECIFICATIONS) 18"SQ. - 18"SQ. CONCRETE FOOTING LOCATION (SEE DETAILS SHEET S7) Y. 24"SQ. - 24"SQ. CONCRETE FOOTING LOCATION (SEE DETAILS SHEET S7) -0 IN sllu 0 C2 cr M Lu 1007 AaFFS '29/2024 2' 8' SCALE: SCALE. AS NOTED 1' 4' 16' SHEET NO: OF:Sl S7-i OFFICE: DESIGN AND EXPLANATORY NOTES71 _.r CUTCHOGUE, NY JOB NOL128-130202 1.) BUILDING STRUCTURE IS EXISTING EXCEPT FOR DECK ITEMS LABELED BELOW • o U v a_ NO N O L.L. Qi W m OZ w Z (`J, l OZ r ^ CL V ^Z L 1 1 L1 1 Z �.�..� 0 ............. Z 0 _ U DECK LOADING: T#11 HI-RIB CAP LIVE LOAD 40 PSF O th DEAD LOAD 10 PSF m +� TOTAL LOAD 50 PSF Ory F- � U 3/4"T&G PLYWOOD 1 1 1 Z O SIMPSON HU28 JOIST HANGER FASTENED TO (3) LVL HEADER W/ (6) #10xl-1/2"SD SCREWS AND = O TO 2x8 JOIST W/ (6) #9xl-1/2"SD SCREWS 2xl2 RIM JOIST (NO. 1 SYP) 0/ o 2x8 JOIST (NO. 1 SYP) l'-4 3/4" Q� OX T#11 HI-RIB CAP Z m O 2x8 JOISTS (NO. 1 SYP) @ 16"O.C. a- (3) 1 1/2"xl6" LVL HEADERS (Fb 2800) oe 2'-5" 17'-10 1/2" a N 0 W o TOP OF CONCRETE Z FLOOR TO TOP OF FLOOR DECKING 9'-7 1/4" DRAWN BY.• MILICH 3-1/2"x3-1/2"xl 1 GA. STEEL COLUMN 3-1/2"x3-1/2"xl 1 GA. STEEL COLUMN DATE: 1/1 1/2024 CHECKED B Y.- J MM DATE: 1/16/2024 REVISED DATE: --- REVISED DATE: --- REVISED DATE.' --- REVISED DATE.' ---- •j •t. s a ' a 9 NE 18"SQ. FOOTING (SEE 24"SQ. FOOTING (SEE '� tr C 0y0'� DETAIL ON SHEET S7) DETAIL ON SHEET S7) 91 Lu Cf ur tJ' 007. ° CROSS SECTION A R�FrFS SONP29/2024 SCALE: 1/2"= 1'-C" SCALE: AS NOTED SHEET NO: OF.• S2 S7 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) BUILDING STRUCTURE IS EXISTING EXCEPT FOR DECK ITEMS LABELED BELOW 128-130202 • o U N O � M � Qi w m OZ a/ w Z O Z L Li W z w z ice-:-r_. k:Ts s0 ^O D ',•'� N I..L� O W `� =', 12 •"-� 5 co 140 U_ J ° F'— O F— lx8 RISER TO 2xl2 HEADER (NO. 1 SYP) 1 1/2"xl 6" LVL HEADER 101, COVER JOIST _ U FASTENED TO COLUMN W/ HANGERS 7" �/ o (21) 4"STRUCTURAL SCREWS 7 O 3/4" 19 10 3/4" USP JH2O JOIST HANGER z 0 � ^ � 101, 1 1 1 = 0 Lu w N TREAD/NOSING 2xl2 TREADS (NO. 1 SYP) Lij DETAIL RIPPED TO 10 3/4" 1 1'-01, _J lx8 RISERS 10'-4" TOP OF CONCRETE Z TOP OF CONCRETE FLOOR TO TOP OF (3) 2xl2 STRINGERS FLOOR TO BOTTOM FLOOR DECKING (NO. 1 SYP) OF FLOOR JOISTS DRAWN BY.• MILICH 2x4 BRACING DATE: 1/1 1/2024 CHECKED B Y.• J MM 2x4 STUDWALL @ 16"O.C. DATE. 1/16/2024 STRINGERS MUST BE SUPPORTED @ 8' O.C. MAXIMUM. REVISED DATE: ---- REVISED DATE: ---- 7 3/8" 2x4 TREATED BOTTOM PLATE REVISED DATE. ---- A,- FASTENED TO CONCRETE W/ 7" 2x4 TREATED KICKER 1/4"x2 3/4"TAPCONS REVISED DATE.• ---- •° •. ems. °•. ♦ '•4 '.Y f. °.' • b.• a �• ,� .d e',.' �• '� �. t.' ol i.. r' TOTAL STAIR RUN: 14'-2" N� co Li TO ;p STAIR CRITERIAcc 18 RISERS: 2 @ 7" , 16 @ 7 3/8"= 1 V-0" n Lu ° 17 TREADS @ 10" = 14'-2" 10021 ° CROSS SECTION B R?op s slo 9/2024 SCALE: 1/2"= 1'-0" SCALE.• AS NOTED SHEET NO: OF: S3 S7 OFFICE: DESIGN AND EXPLANATORY NOTES rCUTCHOGUE, NY JOB NO. _j 1.) BUILDING STRUCTURE IS EXISTING EXCEPT FOR DECK ITEMS LABELED BELOW 128-130202 • o U N O� M tZai W m OZ Lv Z n. z// 1...o U-i W z ry Q Z Q J - a o = -O ry o . 2x4 BOTTOM PLATE co P- U_ 1 1/2"x2" BLOCK _ T#1798 3/4"T&G PLYWOOD PROVIDE 1" GAP F- 2x8 JOISTS ♦7/16"OS (NO. 1 SYP) SIMPSON HU28 JOIST HANGER FASTENED TO (3) 2x6/2x4 GUARDRAIL* ( 1 . O.C. LVL HEADER W/ (6) #10xl-1/2"SD SCREWS AND 2x4 KICKBOARD♦ o TO 2x8 JOIST W/ (6) #9x1-1/2"SD SCREWS 4x4 UPRIGHTS Oa 4' O.C.♦ 2x8 JOISTS (NO. 1 SYP) @ 16" O.C. e (NO. 2 SPF OR EQUIVALENT) 2 2x12 HEADER (NO. 1 SYP) FASTENED ' OX TO EXISTING COLUMNS W/(10) 4" STRUCTURAL SCREWS T#1 1 SIMPSON HU28 JOIST HANGER FASTENED TO Z m (3) LVL HEADER W/ (6) #1Oxl-1/2"SD SCREWS SIMPSON HU28 JOIST HANGER I AND TO 2x8 JOIST W/ (6) #9xl-1/2"SD SCREWS I I °" I FASTENED TO 2xl2 HEADER W/ (6) I I I (F 2 /2"x16" LVL HEADERS( ) - / x ( ) I I ( b 800) #lOxl-1/2"SD SCREWS AND TO 2x8 3 112" l6" LVL HEADERS 2800 <-u _ JOIST W/ (6) #9xl-l/2"SD SCREWS I I I O W II II CL I #9x2 1/2"SCREWS♦ Q `n 2x6/2x4 GUARDRAIL♦ 1 1 1 II II J II II I I I 4x4 UPRIGHTS @ 4' O.C.♦ 3-1/2"x3-1/2"xl 1 GA. STEEL COLUMN I (NO. 2 SPF OR EQUIVALENT) Z (BEYOND) Q I 17/16"OSB♦ I I 2x4 KICKBOARD♦ I 3-1/2"x3-1/2"xl 1 GA. STEEL COLUMN I I DRAWN BY.' MILICH I (BEYOND) � I _ DATE: 1/1 1/2024 I I (3) 1-1/2"xl 6" LVL 4'-0" HEADLOK 0.19"x6.0" HEADERS (Fb 2800) FLATHEAD LAG SCREW CHECKED BY., JMM 4'-2 1/4" I 1 V-2 3/4" I 'I`_ j@ DATE: 1/16/2024 6 GUARDRAIL ELEVATION ., REVISED DATE: ---- III III SCALE: 1/2" = 1'-0" 3' REVISED DATE.' ---- REVISED DATE.' --- 1/2"x 9"M. BOLT♦ REVISED DATE.' -- W/WASHER 3" D., 9 1 D. NlF t � � Nd Lli A 100119 PNI ° CROSS SECTION C ROFF s Sl°N 29/2024 SCALE: 1/2"= 1'-0" SCALE.- AS NOTED SHEET NO: OF: S4 S7 1-1/2"xl 6" LVL HEADER (Fb 2800) 1 2xl 2 RIM JOIST (NO. I SYP) 2 OFF/CE.- FASTENED TO COLUMNS W/ (10) P6 FASTENED TO COLUMNS W/ S6 CUTCHOGUE, NY 4"STRUCTURAL SCREWS (5) 4"STRUCTURAL SCREWS JOB NO. 1 28-1 30202 2x8 JOIST (NO. 1 SYP) �33 r S tl 36 C6 C*�o� cf) to co (D � z rv.., Lu z 0 rvoll 19'-11 3/4" Lu Lu LLJ ....... ..... . ...... z h. PMho < I 0 ...............I ry LLi co %0 0 USP JH20 JOIST HANGER F 1 1 0 2xl 2 HEADER (NO. I SYP) 3 = w 0 FASTENED TO COLUMNS W/ :E (5) 4"STRUCTURAL SCREWS S6 Q) rvol —x 0 4'-0" rZ C9 0 0 z Lu 3: tn ce Lu a, cn 0 LJ—J 0 (3) 1-1/2"xl 6" LVL HEADERS (Fb 2800) z (3) 1-1/2"xl 6" LVL HEADERS (Fb 2800) DRAWN BY.- MILICH DATE: 1/11/2024 CHECKED BY., JMM 2x8 JOISTS (NO. I SYP) @ 16"O.C. DATE.' 1/16/2024 2x8 JOISTS (NO. 1 SYP) Cci) 16"O.C. REVISED DATE., ---- IX REVISED DATE., REVISED DATE.' 2x12 HEADER (NO. 1 SYP) REVISED DATE: FASTENED TO COLUMNS W/ (10) 4"STRUCTURAL SCREWS Ne 0 CO t"-3 ... W 1112 (1 2 '29/2024 S :...j FLOOR JOIST LAYOUT 1-1/2"xl 6" LVL HEADER (Fb 2800) 2xl 2 RIM JOIST (NO. I SYP) SCALE: AS NOTED FASTENED TO COLUMNS W/ (10) SCALE: 3/8"= 1'-0" FASTENED TO COLUMNS W/ SCALE: AS OF., 4"STRUCTURAL SCREWS (5) 4"STRUCTURAL SCREWS S i S5 S7 OFFICE: CUTCHOGUE, NY EXISTING 2x6 LAMINATE EXISTING 3-2x6 LAMINATED COLUMN JOB NO. 1-1/2"xl6" LVL HEADER (Fb 2800) 128-130202 FASTENED TO COLUMNS W/ (10) 4"STRUCTURAL SCREWS pr 2xl2 RIM JOIST (NO. 1 SYP) o FASTENED TO COLUMNS W/ ATTATCH MEMBER #3 THAT RUNS SIMPSON HU212-3 HANGER FASTENED TO (5) 4"STRUCTURAL SCREWS TO OUTSIDE OF COLUMN WITH (3) 1-1/2xl 6 LVL HEADERS LVL WALL HEADER W/ (22) #1 Oxl-1/2"SD (21) 4"STRUCTURAL SCREWS �_ N (2800 fb) SCREWS AND TO (3) LVL DECK HEADER W/ 0 1. (10) 0.148"x3" (1 Od) COMMON NAILS • ' �"� . (3) 1-1/2xl6 LVL HEADERS m 6 (2800 fb) O D • r-10" w ADDITIONAL 2x6 LAMINATE FOR a_ 12 HEADER SUPPORT FASTENED TO 1� 6" COLUMN W/ 10d R.S. GUN NAILS 6 SPACED 6"O.C. STAGGERED z 6" EXISTING 2x4 NAILERS 1 1 1 • 12" 1 1 1 6" Z 6" ry W C/ 2x6 FACEBOARD FOR z 3 1 -1 /2"x16" LVL BEAM HEADER @ LVL EXTERIOR HEADER DETAIL 1 HE TO CSUPPORT OLUMNWAIOdRESD Z GUN NAILS SPACED 6"O.C. Q Q ;•�•�C.)''° STAGGERED > H (3) 1 -1 /2 x1 6" LVL BEAM HEADER @EXISTING COLUMN DETAIL 2 w o `_, co � k F-- 12 110 � U 6 6" 12 m\' ATTACH MEMBER #1 TO MEMBER #2 WITH I Od R.S. GUN NAILS @ 12"O.C. AT TOP r ^ 0- AND BOTTOM OF BEAM. SET NAILS 2" FROM TOP AND BOTTOM OF THE MEMBERS. Z 12" 1 1 1 = Lu w (3) 1-1/2xl6 LVL HEADERS 6 MEMBER #1 N (2800 fb) -�— MEMBER #2 r 0 • 11 MEMBER #3 1 1 1 0 3" 6" 3" 1 1/4"x4 1/2"xl 5"STEEL PLATE ATTACH MEMBER #3 WITH 20d GUN —� WELDED TO STEEL SUPPORT COLUMN; NAILS @ 6"O.C. AT TOP AND BOTTOM z Z FASTENED TO HEADER BEAM OF BEAM. SET NAILS 2" FROM TOP W/(3) 5/16"x3" LAGS AND BOTTOM OF BEAM. DRAWN BY.• MILICH (3) 1 -1 /2"x16" LVL NAIL PATTERN DATE: 1/11/2024 3-1/2"x3-1/2"xl 1 GA. STEEL COLUMN (PLAN VIEW)- CHECKED B Y.• J MM DATE: 1/16/2024 REVISED DATE., --- REVISED DATE.• --- (3) 1 -1 /2 x1 6" LVL BEAM HEADER @ STEEL SUPPORT COLUMN DETAIL 3 REVISED DATE.' ---- REVISED DATE. ---- NE itTTL,�4 y ;p a w C> ui loonq atF. SIo 29/2024 rSCALE-- AS NOTED SHEET NO: OF: S6 I S7 rOFFICE.- CUTCHOGUE, NY LJONO. 128-130202 • o U v 3-1/2"x3-1/2"xl 1 GA. STEEL COLUMN 3-1/2"x3-1/2"xl 1 GA. STEEL COLUMN r)— o• � M (4) 1/2" DIA. HAS ANCHOR RODS (4) 1/2" DIA. HAS ANCHOR RODS 0- 9"x9"xl/4" BASE PLATE (6" EMBEDMENT) WITH HILTI HIT-HY (6" EMBEDMENT) WITH HILTI HIT-HYuj 200 V3 ADHESIVE 9"x9"xl/4" BASE PLATE 200 V3 ADHESIVE EXISTING 4"CONCRETE FLOOR EXISTING 4"CONCRETE FLOOR O Z Z O a. V Q, 2„ Id C — — — —— — — — - — — — — — — — — — — — — W co (3) #4 REBAR EACH WAY (4) #4 REBAR EACH WAY W Z 18"SQ. 24"SQ. ry Q o 18" SQ. CONCRETE FOOTING DETAIL 24" SQ. CONCRETE FOOTING DETAIL D ' SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" rill O ;. O � h r � U Q F- Z 00 G U r QX m 24" z O 18" z z O Q �, z Lu Lu C) w (4) 1/2"x8" z (4) 1/2"x8" z vi ANCHOR BOLTS Q g ANCHOR BOLTS Q C W r 4., 4., � Q 18" — 24" —+ — Z 4„ 4„ TOP VIEW TOP VIEW DRAWN BY.• MILICH —v DATE.- 1/1 1/2024 4" 4" CHECKED BY: JMM DATE. 1/16/2024 PERIMETER OF CONCRETE PAD PERIMETER OF CONCRETE PAD REVISED DATE. ---- PLAN DIMENSION I REVISED DATE.' ---- REVISED DATE.• ---- PLAN DIMENSION REVISED DATE.• -- STEEL SUPPORT COLUMN ANCHOR BOLT LOCATION DETAIL STEEL SUPPORT COLUMN ANCHOR BOLT LOCATION DETAIL SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" � � NE CIO ti a w c� w 100219 ROFFS S14NP29/2024 rS�CALEAS NOTED SHEET NO: O . S7 JSF7