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HomeMy WebLinkAbout49039-Z - , �fFDIX G{ Town of Southold 10/19/2023 a y� P.O.Box 1179 o _ 53095 Main Rd y�41 ��ahSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44663 Date: 10/19/2023 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 515 Oak St, Cutchogue SCTM#: 473889 Sec/Block/Lot: 136.-1-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/23/2022 pursuant to which Building Permit No. 49039 dated 3/20/2023 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: alterations to an existing accessory building as applied for. The certificate is issued to Morris,David&Melinda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49039 8/30/2023 PLUMBERS CERTIFICATION DATED Aut r ed g ature BUILDING DEPARTMENT :t x TOWN CLERK'S OFFICE ria �4 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#: 49039 Date: 3/20/2023 Permission is hereby granted to: Morris, David 515 Oak St Cutchogue, NY 11935 To: Construct alterations to an existing accessory building as applied for. At premises located at: 515 Oak St, Cutchogue SCTM # 473889 Sec/Block/Lot# 136.-1-29 Pursuant to application dated 8/23/2022 and approved by the Building Inspector. To expire on 9/18/2024. Fees: ACCESSORY $282.40 CO-ACCESSORY BUILDING $50.00 Total: $332.40 Building Inspector ho��oF so�jyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviina-town.southold.ny.us Southold,NY 11971-0959 �Q�y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Morris Address: 515 Oak St city,Cutchogue st: NY zip: 11935 Building Permit#: 49039 Section: 136 Block: 1 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: BFE Electric License No: 4211 ME 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 10 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 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 1 Switches 5 4'LED Exit Fixtures Sump Pump Other Equipment: AC Disconnect, 100A Panel 12 Circuit/ 3 Used Notes: Garage Conversion Inspector Signature: Date: August 30, 2023 S.Devlin-Cert Electrical Compliance Form 50U1,y�� TOWN OF SOUTHOLD BUILDING DEPT. COON� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ VI FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] 13ENTAL REM A KS: Flo chnmA �✓�� DATE Y INSPECTOR %04 OF Soblyo� ` # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 . INSPECTION 7F] UNDATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION/CAULKINGAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ckl AX DATE INSPECTOR �pE S0(/Ty * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. { [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) i� [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: DATE INSPECTOR r3f so Ll ol # TO N OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]] RENTAL REMARKS: tic'j �i T DATE �� �� INSPECTOR Of SOUTh°� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULG [ ] FRAMING /STRAPPING [ FINAL�� e e4-5 . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: okmku V),w x= cd a Q t DATE Y INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ C FOUNDATION (2ND) IS 23 �,► �i° a d � 3 sl I�naGvto�r ROUGH FRAMING& t� PLUMBING 1 � r r INSULATION PER N.Y. y STATE ENERGY CODE As 0 FINAL ADDITIONAL COMMENTS 5112:% 22re c 10 q 14 c5 te a� a� c� ��ec Iowa 1C- Z l X ro RC1 O z x d b 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 I1t!ps:1/www.southoIdtownny.� yoI �a Date Received APPLICATION FOR BUILDING PERMIT 4q,03!9For Office Use Only D PERMIT NO. Building Inspector: U7 V I ' MAR 1 0 2023 Applications an Incomplete pp d forms must be filled out in their entirety.tncompl applications will not be accepted. Where the Applicant is not the owner,an TOWN 017801 6T03 l� Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:David & Melinda Morris SCTM#100o-136-01-29 Project Address:515 Oak Street, Cutchogue, NY 11935 Phone#:347-276-4060 Email:davidmorrisdia@gmail.com Mailing Address:Same as Project Address CONTACT PERSON: Name:Sean Bechhoff/G.B. Construction & Development, Inc. Mailing Address:870-1 Marconi Avenue, Ronkonkoma, NY 11779 Phone#:631-603-6179/631-878-5865 Email:Sean@gbconstruction.orglenn@gbconstruction.org DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Sean Bechhoff/G.B. Construction & Development, Inc. Mailing Address:870-1 Marconi Avenue, Ronkonkoma, NY 11779 Phone#:631-603-6179/631-878-5865 Email:Sean@gbconstruction.orgyenn@gbconstruction.org DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 50r Oct 0 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes ❑No 1 1202' a PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? OYes 8 No IF YES,PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional Is responslbie for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPUCATION 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,Now York and other appltcabte 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 a housing code and regulations and to admit authorized inspectors an premises and In building($)for necessary inspections.False statements made herein are ll applicable laws,ordinances,building code, punishable as a Class A misdemeanor pursuant to Section 230AS of the Now York State Penal law. Application Submitted By(print name):Sean Bechhoff BAuthorized Agent ❑Owner. Signature of Applicant: Date: ,j Zo STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Sean Bechhoff being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Contractor (S)he is the (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. Swo.gp before me th'__% r}, day of 20� Not irNANCY DRESSEL Notary Public-State of New York No.01 DR6186341 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission Exp.April/28/2024 David Morris 515 Oak Street, Cutchogue, NY I, residing at Sean Bechhoff do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 3 `L Owner's Signature Dat David Morris Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector Gym TOWN OF SOUTHOLD CO =` Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrAsoutholdtownny.gov - seand�D_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: BFE Inc Electrician's Name: Andrew J Kraveski License No.: 4211-ME Elec. email: bfe562@gmail.com Elec. Phone No: 631-878-2544 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1294 Center Moriches, NY 11934 JOB SITE INFORMATION (All Information Required) Name: David & Melinda Morris Address: 515 Oak Street, Cutchogue, NY 11935 Cross Street: Phone No.: 347-276-4060 Bldg.Permit#: 4gda„q email: davidmorrisdia@gmail.com Tax Map District: 1000 Section: 136 Block: 01 Lot: 29 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Garage Alteration Square Footage: Circle All That Apply: Is job ready for inspection?: YES L] NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: YES R'NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 F1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION to bPA 1�9 0 3� r � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o `� Town Hall Annex - 54375 Main Road - PO Box 1179 CA • Southold, New York 11971-0959 r Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.Qov - seand@southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: BFE Inc Electrician's Name: Andrew J Kraveski License No.: 4211-ME Elec. email: bfe562@gmail.com Elec. Phone No: 631-878-2544 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1294 Center Moriches, NY 11934 JOB SITE INFORMATION (All Information Required) Name: David & Melinda Morris ' Address: 515 Oak Street, Cutchogue, NY 11935 Cross Street: Phone No.: 347-276-4060 Bldg.Permit#: .4cl0aq email: davidmorrisdia@gmail.com Tax Map District: 1000 Section: 136 Block: 01 Lot: 29 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Garage Alteration Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES E] NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: U YES R`NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION re- r PERMIT 9 Address: Switches Outlets i f� GFI's l Surface Sconces 1 ` � H H's UC Lts 1 Fans I Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer 4C ;I AH Hood Service 1 Amps Have Usec special: ` C) C-) :omments I CERTIFIED TO:DAVID ELINDA IS ^Uffg&OF MELINDA MORRIS J r OLD REPUBLIC TITLE INSURANCE CFO. GCA QUICKEN LOANSCT OMPASAOA PIF QUfCKEN LOANS(NC.,(SAGA JOB NO.:2018-120 EU ENEHGHTS MAP NO.:856 TO SITUATE AT FILED:OCTOBER 29,1928 IG'UT/L'_IHOGUE REVISIONS: TOWN OF SOUTHOLD SUFFOLK COUNTY,NEWYORK S.C,T.M.DIST:1000 SEC.:136 BLK.:01LOT 29 7 10 5 OSCALE:1'=20'20 30 40 50 DAT9 MARCH028,20180 9 LOTAP.EA:6,250 SOFT.=0.144 ACRE LICENSENO,:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE FLANDERS,NEW YORK 119o1 TEL:(631)-369-8312-FAX.•(631)-369-8313 MARTIN D.HAND L.S COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INI¢D SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED FO BEA VALID COPYAND SHALL NOT BE USED FOR ANYPURPOSE PIERCE ROAD yaw mH�iviSw'en N W p LOT 113 LOT 77 N82°01'10°E u-CPPIAMEDCg`DARm®�z 125.00' ----- vrRF 0WOODBORDER 0000000000 rte — '1Pd as — _ _ tos LREwpwoEOEUSHs tI W N 1 S70NEDRIVE{YAY Q LOT 78 O A LOT i 12 zo 3 STONE MAZER i axv aa°ORaECA V AREA WIN= p /r m PIAT C CmVG APR0.Y _ FRUE CE 20.3' o LOT111 L0779 Nil a 'Mr m PRnHE nr M < SHfO V/AlE F1JCF n, a 10.T 1�'F: CONC COVED iza.Ta rxavT'2 'r—z z Y ._ rxnos /r croxc nro ir°evzs < S82°01Y0°W WJtEPEIVCF 1""' 125.06' 'tea/r wmOPENOE Lor110 � LOT 80 < I Suffolk County Dept. 0f Labor, Liceng.ing & Consurner' Affairs HOME IMPROVEMENT LICENSE Name GARY J BECHHOFF _ Business Name 3 certifies that the icer is duly licensed GB CONSTRUCTION & DEVFLQ-PMENT INC -he Cour-ty of suffolk ' License Number: H-12430 Rosalie Drago issued : 05/01 /1980 Comm iss*oner Expires : 5/112024 DATE(MMIDDNYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE 02101/2023 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 Dawn Saviano NAME: AssuredPartners Northeast,LLC. PHONE (631)4654000 FAX (631)4654005 A/C No Ext): A/C No): 100 Baylis Road E-MAIL dawn.saviano@assuredpartners.com ADDRESS: Suite 300 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Evanston Insurance Co. 35378 INSURED INSURERS: Merchants Mutual Insurance Company 23329 G.B.Construction and Development Inc. INSURER C: Princeton Excess and Surplus Lines Insurance Company 10786 870-1 Marconi Avenue INSURER D: INSURER E: Ronkonkoma NY 11779 INSURER F: COVERAGES CERTIFICATE NUMBER: 22-23 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. ILTR A001.5U5K TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDY EFF MMIDECY XP D LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADEFx�OCCUR PREMISES Ea occurrence $ 300,000 X Contractual Liability MED EXP(Any one person) $ 0 A MKLVlPBC002488 04/14/2022 04/14/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY �PRO ❑LOC PRODUCTS-COM P/OPAGG $ 2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B OWNEDSCHEDULED CAPI081667 04/14/2022 04/14/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE 60A3UB0000486-00 04/14/2022 04/14/2023 AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) The following are included as additional insureds if required by written contract,subject to the terms and conditions of stated policies:Town of Southold Town Hall Annex Building,PO Box 1179,Southold,NY 11971. General Liability,Auto Liability and Umbrella Coverage apply on a primary and non-contributory basis with a Waiver of subrogation in favor of the Additional Insureds. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold Town Hall Annex Building ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 A///CORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Y� Workers` ATE Compensation CERTIFICATE OF INSURANCE COVERAGE ST Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1 a.Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured G.B.CONSTRUCTION&DEVELOPMENT INC 631-878-5865 870-1 MARCONI AVE. RONKONKOMA,NY 11779 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 113311814 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Town Hall Annex Building 3b. Policy Number of Entity Listed in Box"1 a" PO Box 1179 DBL67693 Southold, NY 11971 3c.Policy effective period 12/21/2022 to 12/20/2023 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. E] B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: 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 NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/1/2023 By �4hd (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 4B,4C or 56 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.11 (12-21) 111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiJillIII i� NYSIF New York State Insurance Fund PO BOX 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) D � R ^AAAAA 113311814 COTGREAVE INSURANCE AGENCY INC 558 PORTION ROAD . RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GB CONSTRUCTION&DEVELOPMENT INC TOWN OF SOUTHOLD 870-1 MARCONI AVE TOWN HALL ANNEX BUILDING RONKONKOMA'NY 11779 PO BOX 1179 .SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11286948-3 428327 12/10/2022 TO 12/10/2023 2/1/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1286 948-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO-THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GB CONSTRUCTION&DEVELOPMENT INC GARY J BECHHOFF JOANNE C BECHHOFF THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:678311092 I i_oa z � ,�► a3 - �. 5 � 19'-0" 1 , k M m m Design Services REMOVE EXISTING WINDOW CLOSE OFF OPENING 0 ct GENERAL CONTRACTOR TO INSPECT FOUNDATION PERIMETER.REPAIR/PATCH www.mchdesi.qnservices.com o WALL AS REQUIRED.INSPECT FOOTING PRIOR TO CONSTRUCTION. APPROVED AS NOT Phone: J MINIMUM FOOTING:MONOLITHIC:12"BELOW GRADE,12"WIDE w/(3)#4 REBAR (631)298-2250 �: 3 STANDARD 8" WALL TO 16"X8"FOOTING,REINFORCED w/(2)#4 REBAR /� a ^ UNDERPIN PERIMETER(IF EXISTING DEFECTIVE OR NEEDS ADDITIONAL FOOTING ATE/4 �B.P. O mail: GCTO DETERMIN BEST METHOD(24"WIDE X 12"DEEP,CENTER ON WALL) �� ` Michael@mchdesignservices.com o #4 REBAR TO TIE INTO EXISTING FOUNDATION MIN.4'OC AND w/i 1'OF CORNERS EE BY: ALTERNATE:HELICAL PILES(BY OTHERS) 0TIFY BUILDING DEPARTMENTAT 31-765-1802 8AM TO 4PM FOR THE OLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED FOR POURED CONCRETE "' ROUGH WULATIONAMING&PLUMBING FINAL-CONSTRUCTION MUST j REMOVE AND CLOSE o BE COMPLETE FOR C.Q. i„ OFF EXISTING WINDOWS ALL CONSTRUCTION SHALL MEET TH N STORAGE NREQUIREMENTS OF THE CODES OF N ORK STATE. NOT RESPONSIBLE Fol IZ FSI ESIGN OR CONSTRUCTON ERRORS O w w C? STORAGE Q zo SHELVING u- N � � O W .a � ►� J O ip J ►ti J X a � O N W - - CLOSE OFF AS REQ. ENLARGE AS REQ. i� J w m (2)11-7/8 LVL HDR m FWG80611L 3 �� 7'-3Y4" � VERIFY R/0 IN FIELD Pq ►� .. 7-3/ .<4 W 14'-7Y2" 3'-6" 7'-7%" 11'-4'/" O r�r �� 3%z" 3%2" 3%2" !� V 19-0" PROPOSED FOUNDATION A x PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" UJ uZ SCALE: 1/4" = 1'-0" v ' O A 11-7/8LVL _ - _ - _ - _ - _ - UNDER RIDGE O ---- -- A ---- 2X8 @ ea.RR___ EXISTING ROOF TO REMAIN SISTER 2X6 TO EXISTING (24"OC) \ 3-1/2 X 5-1/2#1 FIR 32"OC •� � 11 C? NEW WINDOW ^ OC\ DRAWN BY: MH SIDING PFR r "� OWNER 9/13/2023 .. .. . .. . .. . .. . .. SCALE: SEE PLAN •d 4"PC SLAB d s 6X6 10/10 WMM MONOLITH ( YD �P SHEET N O: FOOTING I:e�, (2)#4 REBAR ; �O w m +� G1 A PROPOSED SECTION 3 2 SCALE: 1/4" = 1'-0" ��FEs DAf ^0 FEE' NOTIFY BUILDING DEPARTMENT AT M C H 631-765-1802 8AM TO 4PM FOR THE Design Services FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE -A 2. ROUGH FRAMING&PLUMBING www.mchdesignservices.com 3. INSULATION phone: -7 CONSTRUC 4. FINAL TION MUST (631)298-2250 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL mEET THI:email: michael@mchdesignservices.com RE IR EM ENTS OF THE CODES OF NEV, YORK STATE NOT RESPONSIBLE FOF DESIGN OR CONSTRUCTON ERRORS OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA [t,.n OF OCCUPARICY a f-111 CAI EAST ELEVATION- NORTH ELEVATION- Must provide Manuals COMPLYY.WITH ALL CODES OF }- SCALE: 1/4" = V-0" SCALE: 1/4" = 1i-0" D, J and S as per NEW YORK STATE & TOWN CODES NYS Energy Code AS REQU RED AND CONDITIONS OF 0 SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD H W Blower door SOUTHOLD TOWN TRUSTEES 'IT-4 d1letwork N.Y.S.DEC z P4 PT4 W �D Q n 'r' 0 LLJ ZF-4 �D "`.. `=�. ..'=a..y--::-••.�..a,.:__.:u,.".w�..��'�^L:-•,g,��.-.,;,,,._,zt�,......'�+�tu',,=k�_hns4.-; -�6XY�= -.'�y .`.i ' o o i � � r i � DRAWN BY: MH IL 11.7 F :7 21zzzVal- zz;� Al 3/8/2023 SOUTH ELEVATION WEST ELEVATION SCALE: SEE PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = 1i-0" F NE CO DEE 0 SHEET NO: FQ 0 r 009 -S J M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 19'-0" 13'-1" 5'- ol 11" Z m C) 1+1 1---* 12 -- -- - - � 6 O 12 RR 16.00 _ 4 o ZNw 2X6 COLLAR TIES 48"OC t = N N OO..j 0 0 N a-I 2X4 STUD WALL m --------------------------- ALnx LLJ Z V ' O V — — CONC.SLAB 8"CONC.WALL EXISTING SECTION O SCALE: 1/4" = 1'-0" 2'-o/z" 9'-0" T-11%" ^/ A 19'-0" ^�• EXISTING FLOOR PLAN SCALE: 1/4" = 1'-0" DRAWN BY: MH 3/8/2023 SCALE: SEE PLAN F EVVy SHEET NO: R�- iei� W r p`���TSS'\� �' I`MI 0 H Design Services REMOVE EXISTING WINDOW CLOSE OFF OPENING " O " GENERAL CONTRACTOR TO INSPECT FOUNDATION PERIMETER.REPAIR/PATCH www.mchdesi-qnservices.com " WALLAS REQUIRED.INSPECT FOOTING PRIOR TO CONSTRUCTION. phone; " MINIMUM FOOTING:MONOLITHIC:12"BELOW GRADE,12"WIDE w/(3)#4 REBAR (631)298-2250 x " = STANDARD 8" WALLTO 16"X8"FOOTING,REINFORCED w/(2)#4 REBAR " a x UNDERPIN PERIMETER(IF EXISTING DEFECTIVE OR NEEDS ADDITIONAL FOOTING " N v GC TO DETERMIN BEST METHOD(24"WIDE X 12"DEEP,CENTER ON WALL) email: " V o #4 REBAR TO TIE INTO EXISTING FOUNDATION MIN.4'OC AND w/i 1'OF CORNERS michael@mchdesignservices.com " ALTERNATE:HELICAL PILES(BY OTHERS) " " m REMOVE AND CLOSE p Zn OFF EXISTING WINDOWS N ai N STORAGE z H e. 1� :a C7 EOLU i o STORAGE O i ko SHELVING I'- ..° N u " Q LuL 14 0 i I _ �� O i �i x U X / N F- 4 �< C4O a , L ' � N CLOSE OFF AS REQ. W A W EXISTING OVERHEAD DOOR TO BE REMOVED.REPLACE ENLARGE AS REQ. •,J m WITH NEW GLIDING DOOR MIN.(2)2X8 HEADER m ZW -------- - 1�0=4H FWG80611L r VERIFY R/0 IN FIELD _I �.i �4 V 14-7%z 3-6" 7'-7'/a" 11'-43/a<" O �D 3%" 3%" 3%" 0 19'-0" Q `n O PROPOSED FOUNDATION- A ^ x PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" � Z U SCALE. 1/4 = 1 -0 V O A a � A GCVERIFY EXISTING WALL EXISTING ROOF SECURE EACH STUD TO TOP TO REMAIN PLATES WITH SIMPSON SISTER 2X6 TO EXISTING ALL-PURPOSE FRAMING ANCHO (24"OC) INSTALL ADDITIONAL CEILING JOISTS(SEE PLANS FOR FLAT CEILING) (DBL 2X6 @24"OC) 0 a--I NEW WINDOW DRAWN BY: MH SIDING PER F OF NEIV Y OWNER ��P� ), DEe,, r- 3/16/2023 � ' O� SCALE: SEE PLAN VERIFY EXISTING FOOTING EXISTING •,� EXISTING SLAB ••t IN FIELD-ADD NEW FTG FOUNDATION 4 MIN.FOOTING 4 REQ,) 6 IF REQUIRED PER FOUNDATION ROS fSS NPS SHEET E NO 24"X12"w.(3)#4 REBAR e• PLAN(VIF) S ET v" •°' DOWEL INTO WALL w/ ' " •d e `• #4 @ 48"OC(TYP) " 4 A PROPOSED SECTION 3 2 SCALE: 1/4" = 1'-0" A: , Generated by REScheck-Web Software L"J Compliance Certificate M C H Project MORRIS Design Services Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition www.mchdesignservices.com Climate Zone: 4 (5572 HDD) phone: Permit Date: (631)298-2250 Permit Number: email: Construction Site: Owner/Agent: Designer/Contractor: michael@mchdesi9nserVlces.com 515 OAK STREET CUTCHOGUE,NY 1. Compliance: 0.0%Better Than Code Maximum UA: 86 Your UA: 86 Maximum SHGC: 0.40 Your SHGC: 0.26 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. EXTERIOR OPENING SCHEDULE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance pjth in REScheck.Each slab-on-grade QTY CAT.No. AREA U-VALUE SHGC assembly in the specified climate zone must meet the minimum energy code insulation F-value and depth requirements. 2 CXW13 9.0 sq ft. 0.29 0.31 Envelope Assemblies (f 1 FWG80611L 54.5 sq ft. 0.30 0.26 1 FWH31611AR 22.1 sq ft. 0.30 0.24 * 'B x b �i„�, 2 F . � _ t a • CAI . s Ceiling 1:Flat Ceiling or Scissor Truss 209 35.0 0.0 0.032 0.026 7 5 PER NYS CODE N1101.7 (R301.1) Ceiling:Cathedral Ceiling 248 35.0 0.0 0.030 0.026 7 6 O CLIMATE ZONE: 4A Wall:Wood Frame,16"D.C. 830 20.0 0.0 0.059 0.060 43 44 Door:Glass Door over 50°°glazing) SHGC:0.26 55 0.300 0.320 17 18 O PER NYS R402.1.2 Door 1:Glass Door(over 50%glazing) 22 0.300 0.320 7 7 PROVIDE RS INSULATION OVER SLAB sn 0.24 Window:Wood Frame 18 0.290 0.320 5 6 AND BETWEEN SLEEPERS SHGC:0.31 Compliance Statement., The proposed building design described here is consistent with the building plans,specifications,and other O W 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. r . , 0 Name-Title Signature Date A H cn Z w � w O Project Title: MORRIS Report date: 08/02/22 Data filename: Page 1 of 1 Q � O A Ln w Z U H O 2' A P � ® ZZ• ®/ ® fir ��• nu FASTENER TYPE: SPACING. l '� E���H 16•« I , i� , (BASED ANCHOR WE H 16•« ' I Art EMBEDMENT LENGTH I1 I1I I1 1/4in.°ia.IA(fiCTtEW - II l I - I Il II I i _ II I i • I I ® I I i O I i BASED ANCHOR W RH an.EMBE1xiFM lENGM - 4i / 1 I �1 /I lI! I /l I I I 11 1 ` I � 3/1•APA PLYNY]OD I I I / 1 1 ` SHEATHING 4 1 GRA APA RATED SHEATHI G GRADE PLYw00D ° I it I I I � (ALTEIWATTVIVE 7/16'05 B) I 1l`I Il ® IR'APA RATED 91FATHING I I 1 GRADE RYW000 I I I ( I �I i � 1/ II) (ALTERNATIVIY£:7/16'CES B) I 11 I I 1 / FASTENER SPACNG: �I ( I I �� ( i i i IJ i °° I 1 ° I1 i DRAWN BY: MH zxq DUDS / / 1 I BASEDANCHOR iN,�iH 10"M ( ' 1S I� I ( 5\ ®f SUDS— BASED I f �/ I �' I o/ I WINDOW su lin.EMBEDMENT LENGTH i 1 3/8/2023 TYPICAL WINDOW OPENING Nn.10WMISCREw5 n I ( I B/SED ANCHOR WITN 12'« I 1 I I I I PANEL SPAN EQUAL OR SMALLER z.EMBEDMENT LERM ( I i THAN 4 FEET BASE ANCHOR WEEA lI I i BASED ANCHOR WnH I6•« ®1 f I ] EMBEDMENT LENGTH Y TYPICAL DOOR OPENING SCALE: SEE PLAN PANEL SPAN GREATER THAN 4 FEET MIATTPIE RYWOOD ASSEMBLIES FASTENER TYPE SPACING: S 2X4 OF 2 smTs CONNECTED AND EQUAL OR SMALLER T0GEmFR W STAINLESS STEEL Nn.8 WDDw THAN 6FEET OGAINEDBOL-rSW/WSERS BASED NCD-Wm i SIM ANDN/E5■7-0"D.C. lin.EMBEDMENT LENGH No.18 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED""�*"R" '°` `�UF NE SHEET NO: tin.EMBEDMENT LENGTH 'Y PANEL SPAN GREATER THAN 6 FEET �' u4h.°a.LAGSCPEW a"f�'' p ANDEQUALORSMALLER BASED MEN xt wTrn 18•« / ` Cr(G '� ..E���Q O�p THAN 8 FEET lin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) m w WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH f MINIMUM THICKNESS OF 7/16" Z ;•�'," AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 16091.4 OF N.Y.S.RESIDENTIAL C,s CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE IPGRADES WHERE APPLICABLE. .O 54 J �� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR NHAT OPENING IT IS TO COVER. SA 4" HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �, _ �• USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H KING STUDS Design Services \ RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE WWW.mchdesignservices.com RIDGE HEADER LEDGER BATHTUB phone: DOUBLE JOIST (631)298-2250 SIDEWALL RAFTER JACK STUDS email: FLOOR USP NUMBER DESCRIPTION APPLICATION michael@mchdesignservices.com 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON I LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZL USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 11-1/4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF ISL FLOOR. CONNECT THROUGH / 9 / g 2z6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 I LS210 118go. SLOPE HANGLR PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OFl ^ VENTILATION CHANNEL CHIMNEY RIM BOARD AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL ER PROVIDED WITH A FASCIA O BETWEEN WALL FINISH AND MINIMUM NET ERIE VENTILATING AREA - J FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER r'1W/ INSTALL 4'0" O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON FIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND S° AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO l , ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS �f 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE ^ W FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME W r EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Z � W \/ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING 1� SHINGLES AT BASE MIN. 4 INCHES I THROUGH VENT r^ Z WOOD JOIST w TOP PLATE W <4 W GIRDER/HEADER O SIDE WALL FLASHING . 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND RAKES • `+ / AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD D PROVIDE HEMMED EDGES 50 ^ RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND A INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION / ` x 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" H Ln ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE r 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS J r1 N ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH SND f DBL. SILL PLATE O U TERMITE SHIELDI ^ SILL GASKET r SUBFLOOR 11�J 7 WOOD JOISTS NEOPRE CONC. SLAB ' GASKET NF /` 2x6 /2x8 CONTINUOUS WOOD PLATE 1� TW. CONC. FOUNDATION ( A 6 MIL. POLY GRANULAR FILL DAMPPROOF EXTERIOR , Va I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR �' �• � i • V A ' STEEL COLUMN _ D n 1/2 " DIA. BOLTS®48" o.c. STAG. 'D • ,- C I • C ' o• o % CONC. SLAB •p a•° ROOF JACK STEEL BEAM O q•° � A 1.p " ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL , _ p .° • ROOFING LAPS TOP AND BOTTOM PLATE C4 H � � � � � • BLOCK WALL: 15" Q • 7 (LASHING AT �H 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o ° V P • Q•a •, Q CONC. FTG. •p Q•p L o• SIDES AND TOP / • USE WITH 3x3 SQUARE WASHERS 1 2" GROUT � ;O ANCHOR BOLT CONNECTION (USP LB PS58 OR BP583) p REINFORCING BARI 1 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION /8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC NEEDED FOR STRUCTURAL BRACING. SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NNEEDE TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL/ BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL �—SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 '°''° WWM COMPACT FILL GARAGE Q_JOIST DRAWN BY: MH USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM \I SLOPE 1/2- AIR SCE - 1 0- e 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 3/8/2023 • �'� T END AND .�• •` 7,1 2" - -• e• :• • • • TO BE APROX.(WITH A 1/2" ATE IF OR HIGHER NEEDED) •' 4 T ES 0 WOOD • STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE • a ,""Q"-'--"u"-°--+ • a • a a ,t='c BEAMS F I ° sD o0 °D •• • -• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 'A ,r•'D Q' 6X6 W.W.M. ••� -Q;-a "'.- a- r;°D _ail • - a • °•• ;•:, SCALE: SEE PLAN MIN. ,eD e°t °D •n `•p Q•p /�•i .° `M`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM A •� ° I SUB FLOOR •i d REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ' D °' • os II-II REINFORCING BAR :• ° ��° ° ro I 0 DRAIN TILE I� I C 12" '° i• SHEET METAL 130# FELT UNDER BEAM AT POIIJT _ L,•� O s O ° m �s S SHEET N O. OF CONTACT WITH CONCRETE OR CONC. BLOC V; - •i ° It 3" �a y� M) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • °. SHIMS TO LEVEL BEAM /1-O REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAti __T GARAGE DOOR BLOCKOUT 7k' BEAM POCKET (7 LU (f1 � ��PCs Js J U GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: M U H 1).RIDGE-TO-RAFTER ASSEMBLY. ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING Design Services When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPAZZING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT-OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE DESIGN CRITERIA UNIFORM CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL www.mchdesignservices.com for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE hone: construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC IAP NAIL DESIGN LIVE LOAD(PST) S(N p DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 p g g g UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LJ180 (631)298-2250 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS 0 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in email: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS UU36360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC EVD NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER.STUCCO) U36o michael@mchdesignservices.com should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) g5 CEILINGS(GYPSUM) U240 2-8d COMMON GUARDS AND HANDRAILS zoo ALL OTHER STRUCTURAL MEMBERS V240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016, EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES so EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2-16d COMMON :1 LOAD PATH SEE CONSTRUCTION PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTEPER FACE NAIL GENERAL 5).Refer to the Window and Door schedule for exterior openings. corners. 4-16d COMMON TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE& ENERANOTE PAGE Vol� INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE r/ 1 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"D.C.at panel HEADER TO 16"O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON. PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O FOUNDATION NOTES: Type PE II EXTERIeriorsORSHEARWALLCONNEC BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA T e II exterior shearwalls shall meet the requirements of table 3.15a-b times theappropriate FLOOR JOIST,BAND 101ST, 2-16d COMMO PER FACE NAIL length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 �! O 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES l QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO p y TO HEAVY MODERATE 17 NONE 2.4.4.2 and 2.2.4 respectively.3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: O Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE � r ' 4).An new concrete walls bean attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,IS"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD F+i BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.L..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 W 9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS Z poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE ) to be minimum 3 1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD w anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BOCK NAIL 6"maximum lifts(layers). along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE �� En 6).Crawl spaces foundation provided withion vent for every r 150 sq. ominimum ft..of area.x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 H 8x16 cast iron foun )01ST NAIL NOTES 3-8d COMMON DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL I THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W W N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON O the below grade portion of exterior walls prior to backfilling. g g TO JOIST 101ST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATTE FOOT SEE NOTE:1 O FRAMING NOTES g SHEA I 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Q Ln into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. - For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. 1).All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL w 3).Posts supporting girders shall be anchored a 12"xx12"thick concrete footing. JOINT DESCRIPTION QTY SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. I I WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 0.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES O f 1 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION CITY. SPACING SEE NOTES:1,3(BOTH FIELDS) g g4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:-2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD @ @ la-I 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored O openings between 4'1 and 60 and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as atypical building. 8d COMMON STRUCTURAL AS PER TABLE:.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGI 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu S. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.C.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION QTY SPACING 1).PROVIDESONTYPE-X SH AND A K FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P � 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES ,"oR LESS Bd COMM]16"z"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) MIN.44"SILL-AFF 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) req uirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. [�p ^n needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions-including furred spaces,at the ceiling and floor DRAWN BY a I'I H equipment su supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11 .Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir pp feet.Batts or blankets of mineral or glass fiber shall be allowed as fsreblocking in walls constructed P Y 1).Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered stud:. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing ^/ ^/ Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILLTO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 3/H/LOL� 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. P Yw shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists-Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 696 AND ASTM D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of SCALE: SEE PLAN 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and produds of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DONOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. 3).All electrical work to comply with 2014 NEC. to be reduced sol-16d nail per foot. 1NCtuol JG sueFLooR.Is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SHEET N O. torch down type material over. and R315 of IRC. F ` UE �� lz 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G �Z� t �O �'F be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP r�J S, LU �p ?2 ARo S \ NPS'