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HomeMy WebLinkAbout48972-Z SUE�nc , Town of Southold 5/30/2024 a P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45228 Date: 5/30/2024 THIS CERTIFIES that the building - ADDITION/ALTERATION Location of Property: 39100 Route 25,Orient SCTM#: 473889 Sec/Block/Lot: 15.-8-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/10/2022 pursuant to which Building Permit No. 48972 dated 3/1/2023 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: additions and alterations, including covered porch and raised patio,to existing single family dwelling as applied for. Note: AKA 160 Cedar Birch Road The certificate is issued to Nicoll,Barbara&Curtis,DOnald of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48972 3/21/2024 PLUMBERS CERTIFICATION DATED 4/22/2024 os p Kollen Au o 'ze ignature �o�gtlf Fill/r TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE oy • o-Fft 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#: 48972 Date: 3/1/2023 Permission is hereby granted to: Nicoll, Barbara 201 W 89th St New York, NY 10024 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 39100 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-8-19 Pursuant to application dated 11/10/2022 and approved by the Building Inspector. To expire on 8/30/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $704.00 CO-ADDITION TO DWELLING $50.00 Total: $754.00 Building Inspector OF SOUI'y�l h O Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road G P.O.Box 1179 Q Southold,NY 11971-0959 sean.devlinCcr�town.southold.ny.us UUNrI, �+ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barbara Nicoll Address: 39100 Route 25 city,Orient st: NY zip: 11957 Building Permit#: 48972 Section: 15 Block: 8 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 49 Ceiling Fixtures 10 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 1 WaII.Fixtures 14 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 39 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch 100A UC Lights 7' Dryer Recpt GaS Emergency Strobe Heat Detectors Disconnect Switches 37 4'LED Exit Fixtures 11 Sump Pump 11 Other Equipment: Fridge, Wall Heater(2), Gas F.P., Oven, Hood, Micro, 100A Generator Panel 16 Circu 200A Panel 40 Circuit (7)120Combo (4)115Combo (1)120Arc (1)100A (1)230 Notes: One Story w/ Unfinished Basement Inspector Signature: Date: March 21, 2024 S.Devlin-Cert Electrical Compliance Form SufFoc,� Town Hall Annex ��0�� COGy� Telephone(631) 765-1802 54375 Main Road o -� P. O. Box,1179. .,, y x Southold, NY 11971-6959 BUILDING DEPARTMENT APR 2 2 2024 TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Lie J DL Owner: Ay&a4 'r'_ (Please print) Plumber: e'll � � L6 kAJ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this�,n� day of _ j 20 6 - 1 L L-(ice Notary Public, County CONNIE D.BUNCH .Notary Public,State of New-York - No,01 BU6185050 Qualified in Suffolk County Commfssion Expires April 14,2�"y OE SOUTy°6 L I l V 1p_�_ ZS, # # TOWN OF SOUTHOLD BUILDING DEPT. cou 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 i/_,,�OELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ANSPECTOR �O�aOE 50(/l�o� # # TOWN OF SOUTHOLD BUILDING DEPT. ��Y�OUNI1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: a� l� t DATE 3 INSPECTORq() *pF SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. Coo 631.765-1802 x� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PR C/O [ ]' RENTAL REMARKS: v7 Gin -V C4� a L-,Vh DATE 14 INSPECTOR DE SOUIyo� � � ( 2 �� ao # `TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION- [ ] FOUNDATION 1 ST/ REBAR [ ] 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: , &ILA, f DATE INSPECTOR OF SU(/lyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 qsi-+2oo,* INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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 psk, MAR 9024 RESCOMM -1 3 March 14, 2024 To Whom it May Concern: This letter is to serve as confirmation that Rescomm did not complete or test any of the Plumbing, Heating, HVAC or Gas work at 39100 Main Road in Orient. We would like to be removed from the permit. Thanks, Nick Soullas 65 Oak Drive Calverton NY 11933 • P: 631-722-2200 • . 4;tir En rgy Testing emces . I April 9, 2024 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 160 Cedar Birch Road Orient, NY 11957 As requested by the Town of Southold, Energy Testing Services was retained by Joseph Kollen to perform a Blower Door test at the above address and found the leakage rate to be 637 CFM @ 50 Pa, equal to 2.94 ACH @ 50 Pa.This house meets compliance by leaking less than the maximum requirement of 3 ACH @ 50Pa. I If you have any questions, please do not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater I =�J• ,v TVi I. Energy Testing Services 1648 Locust Ave'., Suite E, Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer July 6, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 1 n� Re:Nicoll � JUL 1 0 2023 4.-_•.� 39100 Route 25 Orient,N.Y. 11957 BtTII.DINGDEPT. District-1000 Section-15. Block-8 Lot-19 TOVBuilding Permit Number—48972 Inspection—Framing On 6/6/2023, I inspected the construction at the noted location. The inspection covered the framing for the addition/alteration to the existing house structure. The areas inspected included the first and second floors,roof and garage of the existing house. The framing work included exterior and interior walls, floors, ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the existing concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J. Mazzaferro,P.E. Z Y C �2if+FO No 057109�' 2=cu AROFessloNP�' N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer October 26, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re:Nicoll 39100 Route 25 E 0 CT 3 1 2023 J Orient,N.Y. 11957 � District-1000, Section-15. Block-8, Lot-19 Building DaPartmflnt Yown &11 Southold Building Permit Number—48972 Inspection—Rough Plumbing On 10/25/2023, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 9 � Nicholas J. Mazzaferro,P.E. z ° W =L NO 05-109h �2�\ OFESSIOV0' D E C E 0 V E NOV - 6 2023 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Building Department Phone - 516-457-5596 Town of oSoutliold Consulting Engineer November 6, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Nicoll 39100 Route 25 Orient,N.Y. 11957 District-1000, Section-15. Block-8, Lot-19 Building Permit Number—48972 Inspection—Insulation On 11/6/23; I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, exterior and interior walls and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by Rocket Insulation. Insulation provided (Batts) rated as R-21. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building.Codes. 2—Roof—Insulation provided and installed by Rocket Insulation. Insulation provided (Spray Foam)rated as R-49. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 3 —First Floor/Cellar Ceiling—Insulation provided and installed by Rocket Insulation. Insulation provided rated as and R-30. Additional Closed Cell Spray provided in structure—walls, perimeter box beams. Result- The insulation and caulking installation as verified by inspection and installed by Rocket Insulation is compliant with all applicable codes and conforms with the design specifications. The insulation was installed in compliance with the IEC Code for..Existin Buildings. PEE of 0 Nicholas J. Mazzaferro, P.E. o w No 05VO AROFESSIONP_ IA64 s� �)91 00 RoukeOn n4 •a a t f; MAY ' 7 2024 C,':.irk vi P 1 r. r� `may+`�•�s R � J� t Ar fop W. At r ir.� r3oJ ' SG A . E- - s. J r ' . r Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 A M P Arch i t e c t u re Phone:(631)603-9092 Design + Build February 24, 2023 FEB 2 4 2923 LD� Re: Nicoll Residence BUIL,DINGDEPT. 160 Cedar Birch Rd TOWNOFSOBT SOLD Orient NY To Whom It May Concern, Based on the inspection,the existing septic system can support a 3-bedroom residence. Enclosed please find the report from Clear River. Please contact our office if you have any questions. Thank yo , Anthony Portillo, RA, LEED AP asD AR Ora, >y o�74 y0 T4®� 141 Page 1 of 1 @UmrRhrer Clear River Environmental Service Corp. Invoice 118283638 E N V I R O N M E N T A L 84711th Street,Ronkonkoma,New York 11779 Invoice Date 1/17/2023 (631)467-5447 Completed Date 1/17/2023 Customer PO Payment Term Due Upon Receipt Due Date 1/17/2023 Billing Address Job Address Barbara Nicoll 1 359448 Barbara Nicoll 160 Cedar Birch Road 160 Cedar Birch Road Orient,NY 11957 USA Orient,NY 11957 USA Description of Work Located and dug up cover on main pool.Precast pool.One ring with dome top.Appears to have been installed sometime in the'70's judging by the style of precast.Took pictures of the structure and showed it to Anthony from AMP architecture.Office to collect payment. Task# Description Quantity Your Price Your Total 1 Digging 2.00 $125.00 $250.00 2 Pump Fuel Charge 1.00 $49.00 $49.00 3 Service Call 1.00 $375.00 $375.00 Paid On Type Memo Amount 2/14/2023 Online Payments $732.13 Sub-Total $674.00 Suffolk 8.625% $58.13 Total Due $732.13 Payment $732.13 Balance Due $0.00 Thank you for choosing Clear River Environmental Service Corp. GENERATOR SIGNED STATEMENT I hereby affirm that I am the owner,or user,of the individual Sewage Disposal Facility (septic tank/leaching facilities)located at the address of the invoice and:(1).That the facilities to be pumped contain only sanitary sewage;(2).That I have not been notified by the Suffolk County Department of Health or the Nassau County Department of Health to have this system pumped by a licensed industrial hauler,That neither I nor any person in my family or in my employ have added any chemical solvent waste or industrial wastes of any kind to the facility to be pumped and that I make this Statement knowing that the waste will be disposed of at a Municipal Septage Treatment Facility and that in the event that any chemical solvent waste or industrial waste of any kind have been added,legal action may be undertaken by the appropriate regulatory agency against any or all parties involved.1,hereby affirm under penalty of perjury that information provided on this form is true to the best of my knowledge and belief.False statements made herein are punishable as Class A misdemeanor pursuant to section 210.56 of the Penal Law': Clear River Environmental Service Corp and its affiliates are not responsible for cave-ins due to pumping,aeration or chemical treatment.Not responsible for water or sewage damage due to deteriorated,broken or improperly installed plumbing or as the result of opening a line in order to service it.All labor and drain cleaning are guaranteed for 30 days unless otherwise specified by technician. 1/17/2023 Purchaser shall provide access to the job site.It shall be the obligation of the purchaser to inform the service company of any above or below ground hidden perils.The seller shall not be responsible for damage above or below ground to property or hidden perils such as:walks, curbs,driveways,sewer lines,water lines,gas lines,arches,shrubs,lawn,trees,clotheslines, telephone,electric lines,consumer owned utilities including but not limited to sprinklers, outdoor lighting,pool pump,pool pump lines,private owned domestic water wells etc.Signor assumes liability representatively and personally for payment of contract amount.Collection costs:Unpaid balances will accrue interest at the rate of 5%per month.I agree to pay interest at the above rate on any uncollected balance and I agree to pay the cost of collection of any unpaid balance Including,but not limited to,court costs,disbursement and attorney's fees. ALL SALES FINAL. 1 ELD INSPECTION REPORT DATE COMMENTS 00 � FOUNDATION (IST) 3 ------------------------------------ FOUNDATION (2ND) VA W d a � ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE 3 �f Ge✓h t FINAL ADDITI NAL COMMENTS 74 C zz 2 !�P c, trig /0 3 t 2 3 IZ V .a✓4- r�- �- ay Dom z gtyfFOC,� � TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o o•� �ao`� Telephone (631) 765-1802 Fax(&31) 765-9562 https://www.southoldtownny.aov b Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ey PERMIT NO. Building Inspector: Nov 1 0 2022 I J� Applications and forms must be filled out in their entirety.Incomplete' "XD" applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:11/8/22 OWNER(S)OF PROPERTY: Name:Barbara Nicoll & Donald Curtis SC-FM#1000-15-8-19 _ Project Address: 160 Cedar Birch'koad Orient NY 11939 Phone#:917-575-4275 ='r Email:binico11918 mail.com ` Mailing Address:201 West 89th St,.New York NY 10024 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:P.O BOX 1. 52 Mattituck NY_ 11952 Phone"#:631-603-9092 _ Email:msarabia �am architect.com @__@?MpprghLipct.com PROFESSIONAL INFORMATION:. Name:Anthony_Portillo, AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: EOther Proposed renovation,proposed covered porch and proposed patio $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 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-80 NC this property? Dyes MNo IF YES, PROVIDE A COPY. 8 Check,Box After Reading:.The owner/contractor/design professional Is responsible forall drainage and storin water issues'as provided by; Chapter.236 of the Town Code..APPUCAT.lON.Is HEREBY MADE•to:tlie Building Department for the issuance of;a 9uilding,permit pursuant to,the Buildini zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances of Regulations;for the constructlon of•buildings, additions,alterailons or for removal or demolitlon as Herein,described.The appll6rii agiees to comply wfth.all applicable laws,ordinances;buliding code, .- fiouslni code and ijevid ons and to admit authorized inspector;on premises and in bulldlrii(s)for necessary_inspections.False statements made:Fierein are ,.purilshable as a Mii Am(sdemeanorpursuant to Section d0 S`ofahe Nev+York State penal Lew. Application Submitted. Y ii t n 4Authorized Agent El Owner Signature of Applican :, Date: I J-FL STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (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 the ith. � - G� Sworn before me this Nota BARBARA H.TANDY Notary Public,State Of New York �,j No. 01TA608600i /O day of � 0' � ,20 ova- Qualified In Suffolk Countyd3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I,- �GLM0-M. a— �\� 4I residing at qol Lo• qqt-h Sew York-, do hereby authorize t'C�`�(,l,rzl to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD y Town Hall Annex - 54375 Main Road - PO Box 1179 _ ® � Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/13/2023 Company Name: REP Electric LLC Electrician's Name: Robert E Paladino License No.: 46288ME Elec. email:REPelectric1@gmail.com Elec. Phone No: 631-767-6034 [Z]I request an email copy of Certificate of Compliance Elec. Address.: PO Box 635 Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Barbara Nicoll Address: 39100 Route 25 Orient Cross Street: Cedar Birch Phone No.: -7 (oc 5 Bldg.Permit#: 48972 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Whole house Renovation Square Footage: 1200 Circle All That Apply: Is job ready for inspection?: El YES 0 NO �Rough In Final' Do you need a Temp Certificate?: YES 0 NO Issued On Temp Information: (All information required) Service SizeFv_11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑New Service Fire ReconnectOFlood ReconnectElService Reconnect✓Underground[]Overhead # Underground Laterals 1 F12FvJ H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION I,i,� Z3 ;4 PP OA%ok YQ C* 1000 PERMIT q Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Usec )pecial: :omments : �U^K���UU � ���� ��������� ��^�K��� U �� Electrical Inspection Device Count ���K U��A � U»N0~°~°KU U ���� ��~~���=. Birch U �~" . ��U~°���U K~�~�U ������U.�~� »��~°~=" "� � / '- - - - -- '- - - `-------- '--� ------'--- r-'- ---'- ' - --� - - --'—� �rv. ' ~ ~-- -----' ' - - -- ---'-- '�----- - -- +--'--- ---- ' --i- - - ----� `INTERIOR COUNT r- ------ ---''------ �' -- ----- '- ---'---'�--- -' '----^--'---- -- ---'---'---- ----'--� _ -'_-~ -- Switches 37 !Outlets 48' Was her ` 1i > ---- - - — ' -+ - - ' --- � ' ' - - ` ---''-' '------'-- - '---� - ---- -'' �GF| OuUet 1 ` � 1� -- -L --- -'-- ---- ---� ------- - ' ~' -- -�' - --'----' Wafer Lights ' 39 !Fireplace- ' ' 1 i Ceiling Fans ! 3� ' /VVaba heater ! 1! ter Gas Pendant Lights 2!1 i Wall Heater cr :,-Vanity Lights 2 Eaton 20 AMP combo 7 'Eaton 15 AMP combo Bathroom Exhaust Fans 21 Double pole 30 2� Smoke Detectors 31 Dishwasher 11 Under Cabinet Lights 7.0 ft Stove-Gas 1 Basement Lights 13 ;Double pole 100 1 1/4 Verity, Mike From: Jane Lear <janelear@gmail.com> Sent: Thursday, May 11, 2023 8:59 AM To: Verity, Mike Subject: Construction debris Dear Mr.Verity, My name is Jane Lear,and my husband and I live at 670 Cedar Birch Lane,out at Orient Point. Not sure if you are the right person to reach out to, but the house at the corner of Cedar Birch and Main Road is being demolished,and the amount of debris and litter in the yard is increasing by the day. Nothing is covered and, if the wind picks up,all the small stuff will be dispersed even further. Given that the house being demolished was of a certain age, I would think there would be all manner of hazardous substances in the debris. Would it be possible to send someone out to take a look? With very best wishes, Jane Lear Sent from my,iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Lorg �� Z � �73 Q H PROJECT /'ZONING DATA -. z N W y TAX MAP# 1000-IS-8-Iq o a W 3 _zxQ ZONING DISTRICT R-50 NO a Q' �xcw LOT AREA Oh ACRES zoNwt O=J= GofO -ONE FAMILY DWELLING NO.Z4555,JANUARY 25, IcI12 R O FEMA FLOOD ZONE X t 5w o=z.�w Z WETLANDS DISTRICT N/A - I za= 0 DEC DISTRICT N/A �o�'�-_- 1 o z c a W I� SUFFOLK COUNTY HD APPROVAL NO.52gIZ 10/26/1g1I r >-a o'a s 1 1 SITE LAYOUT NOTES: o a -$ a 1 Q I. THIS IS AN ARCHITECT'S SITE PLAN 8 15 ' N a W a o PROKr YAw SUBJECT TO VERIFICATION BY A LIGEN5ED a= o w HABITABLE SPACE EXISTING PROPOSED Ipav SURVEYOR. THE INFORMATION I /� z0 1 I - REPRESENTED ON THIS SITE PLAN IS TO THE a¢ m BASEMENT AREA 0 S.F. O S.F. I �G ARCHITECT'S BEST OF KNOWLEDGE. 0 Ww-=R F I SURVEY1KNORMATION WS OBTAIED o FIRST FLOOR AREA 1,084 S.F. IOqq S.F. ° 1P FROM A SURVEY DATED AUGUST 11,2022 2 W x W O H U 1 fTl AND PREPARED BY: .W r Q o TOTAL BEDROOM COUNT 3 2 1 I SGALICE LAND SURVEYING a g a o a o I I \ O N.Y. STATE LAND SURVEYOR a a u 1 Z U�¢ 1 LIC.#050554 ¢ w a o a LOT 06VERA6E o I I \ I N Q MJ5LANDSURVEY.GOM c'o n$ eue F 1 s PHONE: (631)q51-2400 SUE DESCRIPTION(FOOTPRINT) AREA % LOT COVERAGE 1 %.a' I `Nb �------------ (a) TOTAL LOT AREA 24,555 S.F. I 56 wnse I , L EXISTING HOUSE 1,111 7'T S.F. 4.5% I \` \ 1�1 _ �24A' EAST. I \ , • T,, 4 U EXISTING GARAGE '784 S.F. 32% I ASPH�T a, o {�9 \ y c PROPOSED HOUSE ADDITION 13 S.F. O.I% 1 i �'k T \moo - +j PROPOSED COVERED PORCH 151 S.F. Ob% I Exlsr. TO BE REMOVED PROP.PATIO (ABOVE GRADE) I68 S.F. O.T% 1 V PROP.PATIO(AT GRADE) 552 S.F. 1.4% I it $. o EXIST.ASPHALT DRNEWAY �I TOTAL AREA OF ALL S.TRUGTURES 2665 S.F. 101% 1 1 I� /\ cl t, .REQUIRED 5ETBAGK5 - N--MAWPI I 6 \ IID' D I bD \ REQUIRED EXIST. PROPOSED COMPLIES \ PRIMARY FRONT I Q a Q a 1 sroRY YARD(CEDAR 40.0' 32.1' 32.1' NO m PRAMS HOUSE N BIRCH ROAD) $ 1 • O3' SECONDARY $ I FRONT YARD 25.0' 136.'1' 136.?' YES 1 1 STORY `N p (MAIN ROAD) �so.r ADo - a \@ Q SIDE YARD 15.0' 50.0' 29.5' YES 1 a' , Ilp Z 0 55b' y �-Mt1� .' O U rI PROP. PROP. I el REAR YARD 50.0' 46.6' 50.1' YES . I sEH A O -- --RroP DAw EI:EcTR10c 60 vrc r--- Q 1 O O M z Ir.51 YAR D_a— Z- \ U ACCESSORY STRUGTURE�EQUIREA4 I MAINTAM RECi/ Exlsr.eu Z Q Z PROPANENEi 1 SEPARAnON DISTAHOES IlsEE NorPJ - I - 0 0 EXIST. PROPOSED COMPLIES 1 --�=�-� mom' 2 LL (o L_------ 519'a5*0'N 0O MAXIMUM HEIGHT 20, 15.5' 15.5' YES a 0 MINIMUM SIDE YARD 15.0' 115.6' 115.6' YES a MINIMUM REAR YARD 15.0' 24A' 24.q' YES - MAX. 5G2UARE FOOTAGE 1500 '75F'O -154.0 S.F. YES PROPOSED SITE PLAN Nro \ SCALE: I" = 30'-0" o L w c a .. era_.., APPROVED AS NOTED OCCUPANCY OR DATE B.P.# Is9 USE IS UNLAWFUL FEE` _ Y. ` WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: . 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION GOf1/yPlY.'fll/ITy qL�'COp 4. FINAL-CONSTRUCTION MUST NEW YORI $TAB $ OF. BE COMPLETE FOR C.O. 'AS REQUIREp & TOWN COQEs: ALL CONSTRUCTION SHALL MEET THE �4NC,C'ONQITIQN9'OF REQUIREMENTS OF THE CODES OF NEW $(j "Y YORK STATE NOT RESPONSIBLE FOR r. TOWNZgA ' DESIGN OR OQNSTRUCION ERRORS TOWN�tANNfNQq - < ,Zt SOUT��plp`TpWy?��tSTEES ^ Ity. _ TRUSS PLACARDING REQUIRED b �C'11mQIIIb, AOR 1mQUlpEo RETAIN STORM-WATER RUNOFF PURSUANT TO CHAPTER 236 All exierior lighting OF THE TOWN CODE. estalled r placed or impaired shall conform to Chapter 172 PLUMBER CERTIFICATION BEFORE Of the Town Code ON:LEAD CON ORE ZE13TIFICATE OF OCCUPANCY SOLDER USED IN WATER Blower door t SUPPLY SYSTEM CANNOT and ductwork EXCEED 2/10 OF 1% LEAD. w testing required. PLUMBING Must provide Manuals ALL PLUMBING WASTE D, J and S as per &WATER LINES NEED TESTING BEFORE COVERING ° N_VS rnerpry SITE PLAN HATCH KEY: I PROPOSED BUILDING ADDITION _ r PROPOSED PATIO f �� Q i f a Q x PROPOSED GOVERE`.D PORCH --W� LLJ uJ mrTT co _ O Lo C . ` UN d 0 � N zO ,/1 fm LL )cc c j x cv 2�) SITE LAYOUT NOTES: O O 0 4- CG, I. TH15 IS AN ARCHITECT-5 SITE PLAN d IS 5 '4� SUBJECT TO VERIFICATION BY A LICENSED QP�� N C5Lo SURVEYOR. THE INFORMATION o Q O a REPRESENTED ON THIS SITE PLAN IS TO THE SUBJECT PROPERTY MP"' ARCHITECT'S BEST OF KNOWLEDGE. �o / 2.SURVEY INFORMATION WAS OBTAINED / FROM A SURVEY DATED AUGUST 11, 2022 9 n ,�"� AND PREPARED BY: To Oi x, ' `jJ NCO° q/ rn C Q o �� IL 50ALICE LAND SURVEYING i i ' N.Y. STATE LAND SURVEYOR 1 LIC. #050884 MJ5LAND5URVEY.GOM 039 70 �j PHONE: (651) Q57-2400 1 _ _ 132 - 1 TEST HOLE DATA MCDONALD OE05ERVIOES LOCATION MAP P05 1258 i I I 5 u,7 s-3 Tr I 6 •- MGDSEO®GMAIL.GOM 50ALE: NT5 < (n Z (`1 n O I I W � I i I � 0 OL DARK BRONAI LOAMLAM��Q I�� • (-�� • -- -------- ------ ML BROWN SILT 1 � I . PROFOSED RENOVATION PROJECT LOCATION &SCOPE I 36.4' 41.8 2. PROFOSED I STORY AD .DITION (12.5 50� R.) SITE PLAN & ZONING DATA I I I 5. PROPOS=D COVERED PORCH 1 \� ` BROWN FINE TO EXISTING GOARSESAND 4. FROPOSED PATIO ry FRAME: GARAGE � N��y -� sb' I C-®Q2 •®® GENERAL NOTES _ ' ' ENERGY TABLE I ry �o 12.0' ro�� j-24.Q ExIST. - I o�� ^ I STRUCTURAL DESIGN CHARTS j ASPHALT d�G TEST ` • WATER IN R O�I T DATA ; - - -- - 24.4 Y�.�a HOLE `�N � 'sw , B��ISAND EL. C�®OOJ.00 HOEDOWN, ANCHOR BOLT, A � _ �,QN, - - o -- ----- ---- -- -- STRAPPING, & NAILING DETAILS �., PROJECT / ZONING DATA FASTENING SCHEDULE LU p z I �ROPI ���� `o; ,�,� Q DW / -1 �� fi no' TAX MAP # 1000-Imo✓-B-Iq - - EXIST. ASPHALT Q - Y� O /�-�COMMENTS: GROUNDWATER - - - ___ _° --- _ _ �/a®®�.®O O TO BE REMOVED � tea.& _ _-______ _ _____-___ ._ - = FRAMING GRAPHICS BELOW SURFACE ZONING DISTRICT R-50 NO II' p I- - BEAM CONNECTION PATTERNS I �i 0- 0 I OL I EXIST. ASPHALT DRIVEWAY JI LOT AREA �I 0.6 AGRE5 FIREBLOCKING DETAILS COfO - ONE FAMILY DWELLING NO. Z4555, JANUARY 25, 1g72 _ 101 O® PROPOSED DEMOLITION PLANS J O FEMA FLOOD ZONE X WETLANDS DISTRICT N/A I g2� DEG DISTRICT II N/A A- 1 O2.00 PROPOSED FOUNDATION PLAN z C UFFOLK COUNTY HD APPROVAL - IU NO. 52QIZ 10/26/1971==-„I 1 11.01 ` \_ Ae �, M 0' cv ! ` HABITABLE SPACE EXISTING PROPOSED > I Y _= = - ®�.®O PROPOSED FIRST FLOOR PLAN W - .. 1. y d ` BASEMENT AREA - -- - --_- O S.F. -1 - -0 S.F. - -- ---I OL 0 j) - \, \ Lij I STORY m FIRST FLOOR AREA 1,084 S.F. I,oaQ S.F. N w _ 1 m O I ��� •a Q \ =-TOTAL BEDROOM COUNT - l __ c - -PROPOSED ROOF - -- Q cV Ul cv FRAME HOUSE 10 o ® moo\m Io.S' n 3 �- 2 O .O® PLAN o �- PROJECT. I X PROP. LOT COVERAGE ---- ------------ -- -- - -- - - -- - -- a - 50.1'I It m !i - ----- V I CO LLADDITION DE�,RIPTION (FOOTPRINT) AREA � LOT I62Q ,QQ PROPOSED EXTERIOR ELEVATIONS I COVERAGE RENOVATION 25.4' 7.0' , PROP. ----_-_--- --- ---- -- __-� 1 5 COVERED TOTAL LOT AREA 24 885 S.F. 55.6 I �-Imo•MIN.� 1 PORCH =_----_• -------- PROP. PROP. - - - EXI.;I NG HOUSE - -- - --__- - - GEN. A/C PROP. BURIED ELECTRICAL SERVICE �'i I,Ig7 S.F. 4 89b _. ` - -_ _- -- 160 CEDAR BIRCH ROAD 1 �'ROPI i EXITING GARAGE JI 7b4 S.F. �202 .0® I PROPOSED EXTERIOR ELEVATIONS ORIENT, NY 11957 15, SIDE I YARD_0--- - PR. O5ED HOUSE ADDITION 15 S.F.�i', PRC'OSED COVERED PORCH __•- --� -- --_ _ -.. - - ---_ f % 151 S.F. 0.6 MAINTAIN REG. EXIST. BURIED -_----__ .-_ - -- ..__ - --_- _ --- - ---- --- - - -- -- --_--- - DRAWING TITLE: PRC�. PATIO (ABOVE GRADE) 168 S.F. 0.79b _ ®I . BUILDING SECTIONS --_ I - - -- PROJECT LOCATION &SCOPE 1 SEPARATION DISTANCES PROPANE (SEE NOTE) -=_-==_- - --- -- - -- -_-_- - -- =- - TOP L AREA OF ALL STRUCTURES 2665 S.F. I.4� --- --- - - SITE PLAN & ZONING DATA PR('.PATIO AT GRADE 552 S.F. _ - - 150.00' - _ ** 57Q°43'60"W !_ MAXIMUM LOT COVERAGO E ALLOWED - 2090 I - --- - -�Q •00 DESIGN DETAILS PAGE: IRE001R_D SETBACKS - MAIN-BUILDING --_ _ �, 5_ � O � •00 PROPOSED STRUCTURAL PLAN -001000 0 5 10 20 5o 40 50 17 EXIST. PROPOSED COMPLIES S 1 TE PLAN -.. REQUIRED GRAPHIC 5GALE 1'•15' SCALE: I FRONT YARD 40.0' 156.7' 156.7' YES - - - - _. -- DATE: s0/26/22 1 OF 15 5ECC0ARY 5- O2 ,Q® PROPOSED STRUCTURAL PLAN FRONT YARD 25.032."1�I- 52.7 YES 510E "ARD 15.0' 50.0' 21.5' _ - = YES- DRAINAGE 5Y5TEM CALCULATIONS (HOUSE ONLY): DRYWELL/DRAINAGE: STRUCTURE NOTE: -- _ �- -�- -- _-- _----_ --_ __ _ _ ` •- PROF. ROOF AREA = 1,210 5 . Ft. BETWEEN WATER SERVICE N q i REAR YARD 50.0' 46.6'-_= 50.1' - - YES �,REpC flflfl - --- - 1210 Sq. Ft. X 0.17= 205.7 A MINIMUM 10' SEPARATION IS REQUIRED - DWV/ WATER SUPPLY RISER �,� M. �f>` ri NOTE: 206/42.2= 4.a VERTICAL FT. OF 5' DIA POOL REQUIRED LINE/LATERALS/MAINS/SEPTIC/LEACHING 1. FLOOD MAP DATA FROM SURVEY PROVIDE (2) 8'� X 5'-6" DEEP DRYWELLS /SEWER AND THE EDGE OF ALL STORMWATER GAS RISER �cv� r h DRAINAGE LEACHING STRUCTURES q r MAP#: 36105G0088H �,� , O ti MAP DATE: Oq/25/200a DRAINAGE SYSTEM INSTALLATION NOTES: CONNECT ALL LEADERS COMING FROM (s1 P ' / FLOOD ZONE X LEADER NOTE: - --- • A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC 2. SITE PROTEGTIOWSILT FENI:,ING TO BE GUTTERS TO NEAREST QU DRYWELL. ��, INSTALLED AS REWIRED BY SOUTHOLD COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE 03740 TOWN. EDGE OF ALL FOUNDATION WALLS OF NEB • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS d 5. NO SURFACE WATERS OR 1,ETLAND5 ARE CONCRETE SLABS AND PROPERTY LINES LOCATED WITHIN 500' OF THE PROPERTY. CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL E-- --- - ­�__ - - --- - - ----------,--- NOTES I$ SPEDIFI f,ATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE,AND MA50NRY AB5RE Y IATIOI`tSJI. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = a-15) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMEN51ON5 OF EXISTING FOUNDATION AS IT -- ---- - -- ----- IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER -- 1 To6ETHER AT ALL TIMES. IT 15 ALSO THE GONTRr�GTOR'S RESPONSIBILITY To READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. ] BOARD llll IN5UL. - i INSULATION II PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF - - - - - �I SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WOFZK _-- - - - - - - -- - ----- - --- --- --__ _-- .__I a- 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. 1 INTERIOR �i Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - __ - - -- - ----_ - ___ ---- �i_ __ _ ___ GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL - I Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT _ K , KIPS (1000 LBS) J BLDO. E3U1 LD I NO -- _ - W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE --- - - - - PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARINS CAPACITY OF (U TON/SQ. FT., U.O.N. BM BEAM - - �1 MANU. SPEC.'S��MANUFACTURER'S SPECIFICATIONS -- � W APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS - - _ __ _ __ J cc 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O' BELOW GRADE, UNLE55 I _ _ �- -B.O. BOTTOM OF 'MAX. MAXIMUM I 4. AT FLUSH FRAMING USE lb 6A6E METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED - __ ..___ �---__ _ -_. I------_ _ . -__ I Q }' N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, 6LUED LAMINATED TIMBER, STRUCTURE/SITE SHALL BE FIELD VER171ED BY GENERAL CONTRACTOR. BOT. BOTTOM MEGH. MECHANICAL PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. �� _. -__-_--_ _- --. -___ ---- ice_ _-�I_ _ _- _--- - ____-___ O m 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND 5TRUGTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE P-AGED AGAINST FOUNDATION WALLS __ - ____ _ ---_ __ _______ ___�I _ _ __ - - __ _ ____-____ _- = Q __- ( AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH I B. UNTIL I� TIER OF FRAMING IS IN PLACE. � C9 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, G.J. I CEILING JOIST - NAVD88 ��ORTH AMERIGAN VERTICAL DATUM OF I-I ; � INCLUDING END-JOINTED AND EDGE-G UED UMBER SH BE IDENTIFIED --- OF THE OWNER/gOR NON-VISIBLE EASEMENTS ARE THE RESPONSILL , COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE a � � 4. ALL UNNOTED U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. L L ALL I-- ------ I__ -- - --- - -- __- ----- - �� V_ d' - - _-, ------- -. -- _ _ 5. ANY OMISSIONS OR DISGREPANGIE5 OF PLANS AND/OR JOB CONDITIONS 7 ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF S-1/2 BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED II CONT. CONTINUOUS O.G. ON CENTER X N WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. -_ - _-___ ., ._ ---_� -___ - --- ___ - - - - -- c- O a--� WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR 4. ANCHOR BOLT5 SHALL BE IN ACCORDANCE WITH PAGE 6-005. I -- -- I DOUBLE OGG. fOCCUPANCY - _c 0 Co (9 SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE l - - �I �I cl. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE --- _ I I - i1 4 O •-J LO b. NO DEVIATIONS OR GHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION ��PBFE PRELIMINARY BASE FLOOD ELEVATION N p c6 UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. - --- ------- - - -- -- - - -- Q a O DAYS OF 4,000 P.S.I.,U.O.N. - - - - - - - _ ----- - O. GO G TO T COMPRESSIVE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520 �Ia. VE STRENGTH AT 28 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. I DIMENSION ��GONG. l�POURED CONCRETE - - - - --- - ------- - - - -- __-_ -- --- - - BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTG A I a0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6' FINE GRAVEL OR SAND WITH III D.J. i DECK JOISTS ,�PL. PLATE l --- - ROOF AND 15 OF CDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER - - -_ - - _ ---_- ------- -- -- =_ __- 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN I _-- -- : ___- _ _:- _- � ��- -._ _ APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINT5 WHERE SLAB ABUTS FRAMING. EA __ EACH PLYWD. PLYWOOD j WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 - 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE - - I ELEV. _�`ELEVATION - - - ��.T. _ - ---� PRESSURE TREATED - --- _ 11 - II. SUB FLOORING,GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANG�ORED WITH CORROSION RESISTANT TIES - 1I NAILING AS PER FASTENING SCHEDULE ON PAGE 6 003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I JOIST5, THIS (1) WALL TIE PER (5) 50. FT. 10. OWNER/Bl11LDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING E3UILDIN6 GORE AND ANY ADDITIONAL EQUIP EQUIPMENT !REQ'D 'REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL -- - --- --- __ _ I- - ------_- -_ -_ - - ---II 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE PEEP HOLES, ! -- --__ _- -_--- , -- -------------- _ ---I 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EX15T. EXISTING �I Rl l'1 RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN -- ----- - -- - - -, -_- - - --- -- ------- I'I EXT. EXTERIOR -- - -- - - -- -- I RM. H ROOM - --i1 PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I �--- - ' ` V - .. .. -- ---- --- --_--- --- - . - _ UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. - - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF I F.A.I. I FRESH AIR INTAKE II R.R. lI ROOF RAFTER -- - -_-- `_ - - _ -- - _�_ _- _--_- -- =-_ _ - _ -_ ----- I D '. - - - - - --�I AREA -= - - ---- I --- 14. PROVIDE 'X' GR055 BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES �FAR - FLOOR AREA RATIO i;STL. - -ll STEEL RESPONSIBLE FOR DESIGN INTENT ONLY. - ---- _- '�-- _ -- _ EXCEED 8'-O" AND AT EVERY 8'-O'. GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS OF 40 F AND FALLING,UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO l ---- 5.V. -� 5MART VENT - -- (LTLJI SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. -- -- - - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. ��FRESH AIR PENT - � � - - - 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. HOOD ODTRUSSE5 HOOD TRUSSES:5HAL MEET THE PROVISIONS OF INO THIS DOGUMERNT4TED 17. No THE ARCHITECT/ ADDITIVES BE PLACED IN CONCRETE UNLESS SPECIFIED BY L FF l FINISHED FLOOR TBD TO BE DETERMINED �I - TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE IB. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND ff - - -------- - 11 - - ----- - ---- L - -- = - = =-=J__= _ _-] - RUBBISH, WASTE MATERIALS,TOOLS, ETC., GLEAN GLASS AND LEAVE WORK FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS C.ONSTRUGTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. I -- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL L1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S GODS EVALUATION REPORT. ,F.J. � FLOOR JOISTS ,THK. �I THICK � ('� _ ---- - - - - -- l� IQ. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A � - - - _ - ---- - -- --- - _- _ ---- LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6"ON EACH SIDE OF THE FOUNDATION WALL. I FOUND. FOUNDATION T.O.W. �I TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - --- -- _ - - - - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6' SPAN. WALLBOARD, ASTM 05-T SPECIFICATION FOR 0YP5UM LATH, OR A5TM 0711 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. _ --�� - . - - -J COMPLETION OF PROJECT. IQ. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAM"�E j TYP. [71TYPICAL , n, A5 PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A 5TRUGTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" ---_ _ - - _ - --- - -�� --- - - - -- --- - W MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.D.N. _ UNLESS OTHERWISE NOTED Q 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, __ __ ----------__-____ Ii _ _ _ 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ARCHITECT/ENGINEER, AND THEIR AOEINT5 AND EMPLOYEES FROM AND - - - - AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD FTC. FOOTING !VERT. VERTICAL TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 290 COPPER I.8 STRUCTURAL PANELS: --- - - - -- ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF GLASS WINDOWS AND DOORS -- --- _ --- - -- -- - - - ---_ -- -- - ---- ----  _ __. - ING OR SOAKING UNTIL THE WOOD GYP. BD. G S THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPP I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. - YP UM BOARD V.I.F. ��VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, :iIGKNE55, DISEASE OR DEATH OR TO ABSORBS NO MORE, ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL _ - --- _ --- --- - - -- - --- -- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2• GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H•D. HOLD DOWN W/ WITH MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS U CONSTRUCTION AND CLEARANCES ARE PROVIDED. _= ------ - - ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. �OOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED --__- -�1 _ --- ----- - I-------------___ ___----------=_ -- CONTRAGTOR, ANY 5USGONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GODS WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21 LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. - - ��- - - -_ - - _ -_ ��-- - �� ­_ __�- -_--__ I BE LIABLE REGARDLESS UN WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRUSS JOIST McMILLIAN I.aE MIGROLAM HOR. HORIZONTAL l - PARTY INDEMNIFIED HEREUNDER. B. GEOROIA PACIFIC, 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARP ORIENTED-STRAND 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH =__ _ __--___ `' - -_ - -_ _ 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL ION5 SHALL MEET MANUFACTURER'S SPECIFICATIONS. I BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING; NAILING, PLACING A. TRUSS JOIST ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUTHE CT STANDARD 2 (P52VISIONS OF U.S. APERFORMANCE RTMENT OF VOLUUNTARERCE VOLUNTARY Y PRODUCT 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE SURE THEY ARE IN ACCORDANCE CAREFULLY KITH SUPERVISED B S SP CONTRACTOR ONTR AC NOR - -FENESTRATION - _ _ - _ _-- - ----- -_ Y THE �) '�I /�I I - I STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION GONSTRUGTI ON CODE. INSULATION I `4 S R I O I `4 R l�C l� I R TS APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOI5T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ii FRAMING MATERIAL STANDARDS SECTION,THE 60VERNIN6 BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR AND SPECIFICATIONS WILL NOT BE PEfiZMITTED WITHOUT WRITTEN :: __j� AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. _ _ - - __ _ _-_ -_ :-- - -- ___ ____--_ -- AUTHORIZATION OF THE ARGHITEGT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY ('I REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESION GODS PRESCRIPTIVE VALUE IQ. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS COMPONENT NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. II GOMPL.I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE \/ALUE I CITATION (PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN 5TRUGTURAL APPLICATIONS 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS I II i RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA A194.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK - - ---- __ - _ - --- - ---- - _-- I -_-1 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. III i IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 4. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH U-VALUE = 0.25 I MAX. U-VALUE = 0.52 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. STRUCTURAL ING _ ANOTHER WINDOW MANUFACTURER, IT I5 THE RESPONSIBILITY OF THE 1 FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/SF YES SPECIFICATIONS, UNLE55 NOTED OTHERN15E. IN RIFY PEER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4,IL I I 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 1.8.5.STRUCTURAA APPLICA PANEL TIONS SHALL MEET THE REQUIREMENTS PANEL SIDINO DOF U.S. THE NCHARACTERIS�GS OF THE ANDERSEN WINDOW SPE AFIED. T THE CHARACTERISTICS OF THE HF_ MATCH I I - - -- - -  - 22. PROVIDE FIREBLOGKIN6 AS PER TIEW YORK ACCESSIBILITY STANDARDS. T EXCEED 25� OF THE ACTUAL RED _ - - MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 1 R-4a SPRAY FOAM INSULATION 1 THE 5TUD LENGTH SHALL NO AL DEPTH. BORED (P5- 1),THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING,U FACTOR,LIGHT AREA,VENT AREA, AND EGRF55 MIN. R VALUE = 4cl HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMETITS AS SET FORTH IN APPLICABLE GORE EVALUATION REQUIREMENTS. CEILING R-VALUE (BATT INSULATION MAY BE USED YES 23. PLEASE NOTE THAT THESE PLANS .ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE OL05ER THAN 5/5' TO THE EDGE OF THE STUD. REPORTS. WHERE ATTIC SPACE ALLOWS)_ - _ _ i'I II UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORKS 1 I' PERT BLE R402.1.2 - CLIMATE ZONE 4 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. 10. WINDOW5 IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE I' - -- ----- - - - __ __- I COPYRIGHT PROTECTION ACT OF IgaC (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED GLASS. I EXTERIOR (2 xb ) WOOD MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARHALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. I FRAME WALL R-VALUE R-21 BATT INSULATION I PER TABLE R402.1.2 - CLIMATE ZONE 4 YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 0-004. THE FASTENING SCHEDULE II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. _ _ --_ _ - l N 22.1. BOLT5: BOLTS SHALL COMPLY WITH AN5I/A5ME B 15.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE --- -_-- GON5TRUCTION;SSTD 10-q9 AND 201b 550 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF ASTM EI996 AND A5TM E1886 AS MODIFIED BY 2020 NYS BG ; MIN R-VALUE = Iq , Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 3012.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FLOOR R-VALUE R-30 GATT INSULATION I PER TABLE R402.1.2 - CLIMATE ZONE 4 YE5 w i I I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2,2,2. LAO SCREWS: LAG 50REW5 OR LAG BOLT5 SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR � -J1-==__-- -_ 11 I FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS b MANU. SPEG.'s). A5ME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AN51/DASMA 115. - -_ -- - --- -- - - 'I E I COMPLIANCE STATEMENT: O HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. c� 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 22.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12• AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD 5T'RUCTURAL PANELS WITH TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPEGIFIGATIONS ARE IN --- -I-- -- --- -- INCLUDED IN THE STANDARD BUILDING GORE,SECTION 23Ob OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN V SHALL COMPLIANCE WITH THE 2020 NYS ENERGY GON5ERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. � 1 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TR:U55 CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND I TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE - - 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS b A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 1 AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS s 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING ® MIN. 16" 6A6E ARE SPECIFIED MINIMUM A5TM A653, STRUCTURAL QUALITY, CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLEDI-------------------------- _ --- --- - -== ----- --- __------ _ - - - --- - -_-- -----_� p SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSE5 OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TABLE R50I .� PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY I CLIMATIC $ OEOORAPHIC DESION CRITERIA PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL R:EQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ - STANDARD 5HEARHALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, GORE EVALUATION REPORTS. i - -- 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN. 41" BENT PLATE 8' LONG PLUMBING ___ __-_ __-_- -__-_ - __ __ __ __ _ ___ -_--___ - UND SNOW LOAD 25 LBS GRO RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS w/6" RISE b w/(2) s/a°4� BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) _ _ ALLOWABLE --- - N I CO L L LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SYSTEMS TO NY5 PLUMBING GORE AND NYS DEG REGULATIONS. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH DEFLECTION RENOVATION RAFTERS. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES j -- - - - -- - - - - SHALL MEET THE REQUIREMENTS OF THE 60VERNIN , BUILDING CODE I,RAFTERS HAVING 5LOPEE5 GREATER THEN 5/12 EXPOSURE CATE60RY : B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION L/180 _ AND AT BASE OF VERTICAL WASTE PIPES. " 5 EISMIG DESIGN CATEGORY -� 7. FLOOR TO FLOOR HOLD-DOHNS TO GORNEFZSBE PROVIDED EVERY 48 AND EVERY N SHINGLES 11 B ADDITIONAL REQUIREMENTS T FORTH T MANUFACTURERS GODS EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS I Ib' WITHIN 4 OF EXTE ASPHALT ROOFING L 2.2.7OD5GREWSR(INGH SERES).COMPLY WITH ANSI/A5ME B I8.6.1 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8 PER I,INTERIOR WALLS d PARTITIONS 11 H/I80 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING FOOT. WEATHERING I SEVERE 160 CEDAR BIRCH ROAD 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. - --- - --_---- _ ____ - TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: FLOORS 4 PLASTERED CEILINGS I L/360 I OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE - DISH WASHER.........................................2" __ _ _ __ _ - i!I FROST LINE DEPTH 3'-O" ORIENT, NY 11957 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE TERMITE --- - - -- -- _ ALL OTHER S_RUGTUR AL MEMBERS L/240 I MODERATE TO HEAVY KITCHEN SINK........................................2" DRAWING TITLE: BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 IN GONGRETE/MASONRY AND WATER BARRIER FROM EDGE OF SAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: LAVATORY..............................................2' FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. I EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 I I ' - SHOWER/TUB..........................................2 ICE BARRIER REQUIRED I' - - AND AT SPACING NOT EXCEEDING 4 ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAYBE = TOILET...................................................:3" - --_ -- -- -- --- 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - LAUNDRY ..............................................2'. ii II YES GENERAL NOTES ................................ ---CONSTRUCTION. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 I 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED FLOOR DRAIN.......... 3 - ENERGY TABLE CODES AND REFERENCE STANDARD: 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY 'SIMPSON" MANUFACTURER. 6. ALL 5Y5TEM5 TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4" ii I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS. THROUGH ROOF. II EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES I L/120 ' STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES IL - I --_,_,_,__�___________ _.-J NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 7. PROVIDE FROST-PROOF` HOSE BIBS WITH EA51LY ACCE551BLE DRAIN d STATE ENERGY CONSERVATION CONSTRUCTION CODE. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY DRAIN COGK5 AS REQ'D.H05E BIBS SHALL BE PROVIDED WITH BACKFLOW ---------------------------- 2. REFERENCE STANDARD USED FOR ,ALL WOOD FRAMING, CONNECTIONS OF 6. CORROSION R.E515TANT II GAGE ROOFING NAILS AND Ib 6A6E STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY 'SIMPSON" PROTECTION. 1 PERMITTED I' STRUCTURAL DES I O N LOADS PAGE: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 8 PAPER ASSOCIATION -i• PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR WITH BACK FLOW PROTECTION. _ ____ I (AF4FA) AME:RICAN WOOD COUNCIL (A O). 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - - MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. cf. THE HATER SUPPLY AND SANITARY SYSTEM HEALTH DEPARTMENT STANDARDS AND REGULATIONS.COMPLY WITH LOCAL USE - -- i LIVE LOAD DEAD LOAD �s 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF PLUMBING CODE. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 5PEGIFIGATION5 OF THE PRODUCT BEING INSTALLED 10. APPROVAL AND INSPECTION IS R uut!cmoo EQUIRED BY LOCAL JURISDICTION PRIOR EXTERIOR BALCONIES 40 psf ( 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE - lI - ARCHITECT II. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS AS PER BUILDING CODE. (I---- -- TO CONCEALMENT O P G. - - --- -- MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 GODS. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf I 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC -- DATE: 10/26/22 2 OF 15 NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED i 8 ANGER SHALL BE ALLOWED TO BE SUBSTITUTED W T TOP �ATTOP MOUNTED D BEAM NOR ANY POTENTIAL DAMAGE THEREOF. _ _ _ - 50 psf AS PER PLAN CODE,NFPA 70 AND 2020 NEW YORK. STATE ENERGY CONSERVATIONGYPSUM WALL BOARDALL CONNECTORS SPECIFIED AS A P 55 GER VEHICLE 6ARAOE5 COMPOUND METHOD. I'__ ---- -- - - --- - - f - CONSTRUCTION GORE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT - BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42') 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS ELEGTRICAL I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 1[ , OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ; ENERGY CONSERVATION CONSTRUCTION CODE. I I I p � y MEGHANIGAL. FUEL 6A5: TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE p - - _ � -- -- BRED�c 1. 35/8 ,,ONEHOUDEEMED RRATED, TYPE X GYPSUM BOARD ON CEILING AND WALLS INSULATION 15 psf .� NYS MEGHANIGAL1GODELAND FUEL 6�S COPE OAS SY5TEM5 5.COMPLY w/THE COMPLETIONTOF WORKNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS - 40 psf --- �\� h,��� (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED �I IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf (� � rr 0 , d EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: -_- - , rr- CONCRETE PANELS OF 5/5" THIGKNE55 MINIMUM. - GENERALLY, VERIFY OR PROVIDE HARD WIRED 5TAIR5 j 40 psf II 15 psf �. ',' tJ 2. PROVIDE 2' R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION SMOKE DETECTORS w/BATTERY BACK-UP IN: * 4' --- - . : ; 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY M TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE A. EACH 5LE`.EPING ROOM GUARDRAILS AND HANDRAILS 200 psf I 15 psf N - ni TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. i fA 0 � �. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE A5 FOLLOWS: B• OUTSIDE OF EACH SEPARATE SLEEPING 12 sf FOR ATTIC 9�` ��r Q "t� 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND AREA IN THE IMMEDIATE VICINITY OF ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf p - 9" R-50 FOR FLAT CEILINGS p I5 psP FOR GATH. OF N`� ALL OPENINGS. THE BEDROOMS (GENERALLY THE HALLWAY) - 5. " -15 FOR FOR VAULTED AND CATHEDRAL CEILINGS ALL STRUCTURAL DESIGN GON5IDERATIONS ARE IN CONFORMANCE - b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION G. EVERY LEVEL OF DWELLING I -- - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 0. EVE Y FIRST FLOOR, d SECOND FLOOR,ETC) O NCE WITH - 5.25" R-21 FOR FLOORS ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) Y`4HOLDOV�N DETAILS TYi�I GAL N I L I NO STRAi�F 11�O IRI �C �J I R 1� NTH FOR = -- S-rENiuO s�HE uLE ALL HARDWARE TO BE INSTALLED A5 PER MANU. SPEG.'s;MANUFACTURER UPLIFT, SHEAR, LATERAL NI ND D RES I STAI` ((E I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED ! (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q **ALL STRAPPING TO BE V4"x 20 6AU5E** -- "SIMP5ON" EQUI\/ALENT - 0520 (COILED STRAP) ) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) , J cc - -- FASTENER SPEC. FASTENER Q +, HOLDOWN HOLDOWN B DESCRIPTION CV,_ GONNEGTION A AND QUANTITY 5PAr, LO NA I L I NI OR I - - -- _ -_- - -- -- -_ - FOFOUNDATIONST ROOF GE I L I NO FRAM I NO c I.DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A I6d --, -_-__--- - _-_- � C9 WALL COMMON NAIL w/o PREBORED HOLES. I L ENDWALL 2, RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER 0 CV z O (3) 2x FULL (3) 2x FULL CORNER STUD 2.WOOD IS ASSUMED TO BE D F,�2 S BTR. IN DRY USE ------- -- -- -- - HEIGHT STUD HEIGHT STUD AT RAFTER TO RIDGE RR SERv1GE - __-- ---- _ - a �� Y \ ONNSFERD TO 2" n CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER JOIST � w \\ CORNER STUD � CONNECTION: I �, � ONNECTED TO - TRANSFER SHEAR 3.SHOULD TF+E WDOD IN USE PRESENT A PLIT POTENTIAL -- .__ � 2 X � CU TRANSFER SHEAR "51MP50N" HDQS ��Y • �- (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP O O a--+ [9�• 1 J FOR STRAP - 3 8 d COMMON . . . . HOLE5,5ET NEW MEMBER. - -- __ O m . 2-I6d COMMON HOLDOWN ANCHOR c 2-I6d COMMON NAILS a EA. END OF STRAP. -- -- - -- LOCATIONS NOTED NAILS ® 6 O.G. $ I • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED } i N L0 NAILS ® 6" 0 ON PLANS j 10" O.G. IF BLOCKED • • • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) i q-Ibd COMMON EACH LAP O O 10" O.G. IF BLOCKEDCORNER POST FOR ROOF SLOPES UNDER 5:12 WITH C.J G.TIE ?" 5.5EE SECTION 6 FOR ANY Ii TO CLINCH THE NAILS(TO - - - Q CORNER POST +~~`' ROOF SPANS OF 24' OR GREATER, TI6HTLY BOND THE END OF THE NAIL TO A ci ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE j USE 4 8 d COMMON NAILS a n GRAPHIC BELOPV "51MPSON" HDaB f n b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOLDOWN ANCHOR® EA. END OF STRAP FOR ROOF OR 4-I BLOCKING TO RAFTER (TOE-NAIL) - 2-Sd COMMON EACH END �i LOCATIONS NOTED SLOPES OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS $ PIKES $ TABLE ON PLANS , CONNECTION BI � B2 RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END �I AT RAFTER TO TOP PLATE TO STUD CONNECTION: WALL FRAM I NO f.j HOLDOWN INSTALLATION OPTIONS: B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT FOR NEW P. GONG. FOUND.'s /i FOR STRAP- 3 8 d COMMON NAILS ® - I EA. END OF STRAP: ' TOP PLATES AT INTERSECTIONS (FACE NAIL) 4-I6d COMMON HOEDOWN CAST IN PLACE w/"1/8"� THREADED ROD • . i, i • • JOISTS - EA. SIDE � • FOR EXIST, P. GONG. OR NEWLY CURSED FOUND.'s s� WHEN IN TOWN OF ISLIP OR NAILING " --- I GEOMETRY EXCEEDS THAT PERMITTED IN - - ------ - - - ?/8"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE CONCRETE w/ 51MPSON' SET(HIGH STRENGTt EPDXY I • • I MAX. NAILING GRID ABOVE UTILIZE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. I m ADHESIVE), $ FOR TEMP.'S 0°F-40°F USE "SIMPSON" AT 5IMP50N # H2A (OR EQUAL) RAFTER TIE - W (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES' • FOR TOENAILINO - 3 8 d COMMON NAILS - --- _ -- - - - FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON Ij PER STUD FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOEDOWN CONNECTION FOR G.J. TO R.R. - �I 16 d COMMON NAILS AT G.J. TO G.J. CONNECTION: 2-I6d COMMON U w/"I/8'� THREADED ROD � • FOR EA. PLATE TO STUD ABOVE � OR BELOW BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, �� PER FOOT RAISED G.J.'s(WHEN ��_ " ENDJOIST or BLOCKING (PAGE-NAIL) �� APPLICABLE) - - REQUIREMENTS FOR HOLIDOWN 'G' HOLDOWN 'D' _� _16_d COMMON NAILS FOR G.J. TO G.J. - � 16 d COMMON NAILS FLOOR FRAMING FOR NEW $ EXIST. Q - - - - - - - --- FOUNDATIONS � FOR NEWLY POURED GONNEGTI ON G I G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST (� FOUNDATION ® ONE STORY ONLY : - __ - W H(5) 2 STUD -, NDWALL BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END rmmm Q CORNER STUD -- - GONNEGTED TO 4_4 ° AT STUD TO FLOOR ASSEMBLY BLOGKINO TO JOIST (TOE-NAIL) 2-Bd COMMON EACH END - - TRANSFER SHEAR • °siMN ON"ANC OR a ,� G2 TO STUD CONNECTION. (5) 2x FULL . ' ° BLOCKING TO SILL or HOEDOWN ANCHOR® 2-Ibd COMMON HEIGHT STUD • 1 I 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b" O.G. $ TOP PLATE (TOE-NAIL) ON PLANS loll O.G. IF BLOCKED G I __ I I FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST NAILS a EA. END OF STRAP ---- -- ----- . - _-- -- CORNER POST i t I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON 1 PER JOIST I' a 2-I6d COMMON - ! ° FOR EA_PLATE TO STUD ABOVE $ OR ----- _- -- --- ;\ NAILS ® H" O.G. BELOW 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON I; PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ll PER FOOT o : : ROOF SHEATHING STRUCTURAL SOLID INTERIORPZONES. 8d COMMON 6" EDGE / 12" FIELD I `_ a / "SIMPSON° 5T 14RJ GONNEGTION DI D.2 BLO KING PERIMETER EDGE ZONE s Sd COMMON j 6" EDGE /6" FIELD ! HOLDOWN INSTALLATION OPTIONS: �I� ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS W ad COMMON 4" O.G. UP TO cl" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOEDOWN CAST IN PLACE w/"i/8"� THREADED ROD • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY cURRED FouND.'s ---_ PLATE(S) CONNECTION: DZ I ADHESIVE),�FO115IR TEMPS O FHED ROD 14OE5TURSEENG IDMPSON AT DED 12" TO L_ FROMIN. x r - ---- -- - - -- -- CONCRETE - ° ° t V I L-GYPSUM WALLBOARD �I 5d COOLERS -f" EDGE / loll FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER } FOR STRAP - 3 8 PPP ONE #4 REBAR / END OF STRAP (WRAP STRAP UN ERNSILLSPL.) A I i 5PEGIFIED ON D I ° I WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOC TYP. FOUND. NOTE • ' - - - - _-- FILL TOP 2 COURSES 50L`D $ CAST IN PLACE HOEDOWN ° ° STRUCTURAL PANELS w/?/8' THREADED ROD _2 _1_ — - -- - -- - FOR EA. PLATE TO STUD ABOVE $ OR BELOW - _ 6_d COMMON NAILS lu 5d COMMON b" EDGE / 12" FIELD a ° ALTERNATE CONFIGURATION - ABOVE STUD TO I I, GYPSUM WALLBOARD ! 5d COOLERS 7" EDGE / loll FIELD � I FLOOR CONNECTION w/ # LPT4 SIMPSON (OR _ STRAP w/(5) �L_ Z NAIL I NO/STRAFE NO 0 W I N�ONAI )OOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES - - --- - - FLOOR S�'IEATHING (SUBFLOOR ----- - 2 8d NAIL5 o EA.END OF EA.STRAP TD EA.JOIST-(FOR ) ALTERNATE USE O A - NUMBER OF Sd NAILS ® EA. END OF 5TRAPPING (2015 WFGM,TABLE 3.'1,P. 18q) sIMP50N H2s STRUCTURAL PANELS: .-- --'- -- - 0 NOTATION: I I U LESS: - - GONNEGTION E Sd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-0N FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 2ql) GREATER THAN I IOd COMMON - - b EDGE / 12 FIELD G - ALTBERNATE A5 PER TABLE 323D,P.2g3A. SIDE OF HEADER(2018 WFGM,TABLE 323G,P. 2q2; • --- -- -- - --- -- - - = 1 -- -- J D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD To END OF HEADER ® EA. SIDE I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. H A 'T--- D (2015 WFGM,TABLE 3.1,P. ISq) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK 5TUD5 ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) f e FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 11 F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE { i PLATE(5) CONNECTION SHEAR CAPACITIES, NAILINO REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR I! `� (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. IaU SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: Z - WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF COMMON NAILS a NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. B E a o a a .a a E�D OSTRAP (WRAP STRAP UNDER SILL PL.) A s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDINO 4' ON EACH 'I, ; FASTENING SCHEDULE B _��^ ° � ° a SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE N I CO L L * F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS a a 2 FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. f3. I'I (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION "- •._..• _2_ d COMMON NAILS RENOVATION A al -- - --- - - - ----- --- 3;: NOTATION - . ROUGH A B G D E F G �. OPN6 - - L--_ _ 160 CEDAR BIRCH ROAD 2'-O" 1 2 1 1 1 lj 1 1 ORIENT NY 11957 4'-0" 4 l 2 2 2 1 2 - - SFL G I NO OF TOP PLATE GABLE ENDWALL l BRAG I NO/STRAPP I NO DRAWING TITLE: * - PROVIDE (2) 2"AO" HDR (MIN.) U.O.N. --- -- -- FOR RAKES 12"OR HOLDOWN ANCHOR BOLT (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) - -- - --- - - - ----------- --- ------__ _ -_ BLOCKING 2 LE55 PROVIDE 7 2 5 4 4 4 TOPSPLICE ---} TOP PLATE SPLICE REQUIREMENTS-� ! TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING® 12"o.c. STRAPPING & NAILING DETAILS - -- f - LENGTH I FOR WIND EXPOSURES B$G FOR WIND - EXPOSURES B$G - 4--o" O.G. TO AGHEIVE RAKE O.H. e ALL OTHER GASES ONE STORY SLAB ON GRADE - ROOF FASTENING SCHEDULE j J BUILDING MINIMUM SPLICE"'` BUILDING MINIMUM 5PLIGE'�°'` DIMENSION (FT.) LENGTH (FT) III DIMENSION (FT.) i LENGTH (FT.) TYP. STRAP w/(5) PAGE: --,__ -_ -- ---- ----- Sd NAILS EA.END 2'-0"/2'-6" 12-1 3'-O" OF EA. STRAP I6'-O" 3'-O"/3'-q" Ib'-O" ATTIC ANCHOR 5OL7 SPEC I F I GAT 1 ONSUI wu3m0vAm1k 20.-O" 4'-0°/5'-O° 20'1 SPECIFICATION (2018 WFGM TABLES 5.2A $ 5.25, P. 157-160) - 24-0 II 4'-O"/5'-O' BLOCKING 2 BAYS " :: - -- BACK® 4' DATE: 10/26/22 OF 15 CORNER 24'-O" b'-O" CONDITION FOR ALL STRUCTURES: - - 3 % ,P ANCHOR BOLTS a 3q O.G. 28'-O" :: 36'-O" q'_p" - - OR ���Q ARCM iv SECOND FLOOR 1.TABULATED SPLICE -TOF PLATE NOTES: NGRETE LLEENOTH5,�NAIIL Pa`GCIN6 SHALL BE RS PER. EDUCERD IN�RRDERER LICE 40-O 8-O /10-O -- 40'-O" BLOCKING 2 B ` �� �N I. MIN. 7 EMBEDMENT INTO GO PROVIDE AN EQUIVALENT NUMBER OF NAILS -__--_-- .- --_-_ -- - BAYS (L�` { �� W/ 3 SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.G. (� END 2.TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL TYP.STRAP w/(3) CONDITION IN EXPOSURE B TOP TWO COURSES SOLID -- �' --- - ---- bd NAILS EA.END _ �h 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-D" I2'-O"/I5'-D" bO'-O" I6'-O" OF EA. STRAP - .� 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; - FIRST FLOOR �� 0$y1�0� PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 1 70-0" 14-0" 70--0" �iq'-O" '9j• -``,,'� NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR _ ' I--- O F :: " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 12 I 80'-O" I6'-O" j 80'-O" 22'-O" FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL- 1.125 -_- (SEE DIAGRAM TO LEFT) IO'WALL- 125 - - ----- BLOCKING 2 BAYS I WI'WALL- 1375 THI5 COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 4. COORDINATE W/ HOEODOWN LOCATIONS 12 ALL- 15 FOR10'1 WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF ORDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS,GAN 15 REO000OR FRAMER DETAIL BOOK CONNECTION PATTERN SCHEDULE FIRE 3LOGK I NO FOR PLATFORM HOOD FRAM I NO WORKING KNOWLEDGE OF THE [ ] (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'5 FOR ADDITIONAL INFO.)AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) - ------ - - ----------- - - - - - BEnNE a EN 1/b ASSEMBLY REQUIREMENTS: CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q DESCRIPTION TOGETHER SIDE BY FIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES - --- - - --- MAX.52" LOCATED BETWEEN GNE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARI'NO WALL OFFSET FROM SUPPORT A -�(2)ROWS IOd NAILS a 12'o.C. J THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T -� C) SUPPORT. NO TWO ADJOINING JOISTS NOR MORE C� TUDS 5T� s (s)ROW5 lod NAILS a 12'O.G. SERVES AS FIRESLOPPING. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE G (2)ROW5 1/2 m 50LT5 a 12"o.c.STAS&ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE � /5UBFLOOR �[DE L.a ENDS __ TWO-PIECE PLATE SERVE AS FIRESTOPPING. SOLE PLATE ��(2)RpN5 1/2" m BOLTS a Ib"O.G- BUILT UP GIRDER p j MAX.32" TWO NAILIP EGE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE �" JOIST SERVES AS FIRE5TOPPING. � SOLE PLATE E (2)ROWS 1/2" m BOLTS a 24"O.C. l SIDE WITH IOd NAILS,TWO NEAR EACH END OF �I � +� EACH PIECE, OTHERS STAGGERED WITH A DISTANCE i- - - ^I '� 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 0 (V z F (2)ROWS 3-3/a.TRUSSLOCK SCREWS a 12"O.G. B I/E 4 OF Ab OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL i ��� �• OR OF NONCOM-BUSTIBLE FILL. a. '� Ln SCREWED ON(1)SIDE OF MEMBER _ � - LINE; OR GIRDERS ARE TO BE NAILED FROM EACH --- - I / 6 sGREWED oN(1)SIDE or-MEMBER - _- JOIST OTHERS STAG ERED w/ A DISTANCE OF 32" /� / �/ 6. FOR PLATFORM FRAME OCKIN PLACED THE SOLE - r V (2)ROWS 3-3/8"TRUSSLOGK SCREWS a Ib"O.G. <� P _ '�' AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 .L N H (2)ROWS 3-3/b"TRUSSLocK SCREWS a 24"O.G. p BETWEEN NAILS IN A HORIZONTAL LINE. -- _ �_ - JOISTS SERVE AS FIRESTOPPING. O m a-J C9 JO I5T __ SCREWED ON(U SIDE OF MEMBER / //` - 4-) I { --- . OFFSET - -- - THREE-PIECE _ \ J r 'T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 0 N 0 C6 M J015TMDEPTH d - (5GREWED ON BOTH S DE OF MEMBER O.C. - BUILT UP GIRDER P MAX•32" NAILS ON EA. SID Ew,TWO NEAR EA.R5 ARE TO BE IND OF EA.LED Pql j - \� t 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q 9 MATCHED SIZE OF BLOCKING ---- ---- - - IC - (2)ROWS 5"TRUSSLOGK SCREWS a 16"O.C. 4 I SERVE AS FIRESTOPPING. UNDER NON-LOAD BEARIN 57U0 - SCREWED ON BOTH SIDE OF MEMBER - - N -- i.. FIRESTOPPIN6 AND K [ PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE \ � 8. THE HEADER SERVES AS FIRE-STOPPING. I BLOCKING (2)ROHD " BOTH SIDE of MEMBER - a v4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. T PARTITIONS ® 32' O.G. (2)ROWS 5"TRUSSLOGK SCREWS a 24"O.G. BETWEEN I/b I - fL DOUBLE PLATE `- -- - � �� �. I � " /� f�--+O___ � 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO n , GEILINO BRACINO NOTE: P FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS ----6 STRINGER TO SERVE A5 FIRE5TOPPIN5. W GANTI LE�EREU FLOOR 1.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED N/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. -- \\ 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN V WHEN Io"OR LAROER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 \ APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER ii i -\-- WIRE FABRIC. SUCH I$ BUILT UP GIRDER p, GIRDERS ARE TO BE SECURELY ANCHORED TO � % �� j i �. I HELD IN PLACE BY METAL LATH OR SOLE PLATE &ABLE END i =' FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF II suBFLooR 2"x4"GONrlNuous MASONRY PIERS, NAILED TO WOOD POSTS OR ( 1 LATERAL BRACE a 6'O.G. TRJ55 / THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U J015T 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED c•�• AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n l J� I /� G SIDE LOADED PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON W I NA I l� I Nl./ TTRNJOR ✓I D BM� ()�i . FLUSH BM�> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10) 8d LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRE5TOPPING. + NAILS ■ FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 5TOPPIN6 STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING MULTIPLE-PIEGE MEMBERS rm r , J015T * 5d COOLER NAILS a 10"O.G. NAILED' BOLTED' ��\ �� - -- - - FIRESTOPPIN6 WHEN I \BLOCKING 2'x4"BLOCK NAILED TO EA.BRACE 2 ROW.s 1bd 5 ROWS I6d 2 ROWSK' 2 RowSY2' - 2 ROW51�s' �c'0i1- W/(4) 10d NAILS -_ COMMON BOLTS a 2LTTS BOLTS • • O.C.STAG COVERIN6 15 APPLIED _ STUD 20 ga.STRAP I- a 12"o.G-- a 12•o.G. _e 12•o.G. a b•o.G. TO UNDERSIDE OF GYPSUM BOARD x T]^IO ROWS IV O.G. THREE ROWS 12"O.G. JOISTS !!nn LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 V J DOUBLE PLATE *5d COOLER NAILS a 10"O.G. (10)8d NAIL BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° NOTE, ENDWALL 5 AS NOTED IN NOTES -1 4 8 ° ° ° ° s Q� JOIST SHALL BE LOCATED DIRL=GTLY . NoWo"�TIB� OCA�TION� DENOTES ALT.FOR USE OF DRYWALL SCREWS �� FIRE5TOPPIN& GIRDER _.,_.n VER STUDS, UNLESS TOP PLATE 15 4' a EDGE/12'a FIELD FULLY BLOCKED I.TOP AND BOTTOM Rows SHOULD BE 2'FROM ED6E5 HOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOA7 SCREWS*6- 14"TYPE W OR 5 F1REsroPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2• TWO ROWS 24'O.G.STAGGERED TWO ROWS b'o.G. LOCATION 5 LOCATION 6kal FROM THr=TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL mi THIGKFIESS OF THE MEMBER USE WASHERS UNDER HEAD AND NIT. O 0 n C () � ,� C` 0 P INTERIOR STUD I7ETA1 L OVERLAID ROOF 5.STAGGER EACH ROW OF FASTeCR5 BY 12'. F P co O C? O @ 2.5P, NOT ATTACHMENT (9 VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH Si .DE TO BE FILL® © NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIEGE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \, APPROX.I INCH THICK BOTH SIDE OF THE MEMBER i 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'OZ.OR TRIPLED FOR 4'O.G.NAIL SPAGIN6. LOCATION -f - STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ 5TRAPPIN&w/ T.2 ROWS OF I6d COMMON NAILS(12.OZ)FOR DEPTHS 12'OR LESS FIRESTOPPIN6 4 ad NAILS LOCATION 8 LOCATION 9 EA.END a R.R. 6.5 ROW5 OF Ibd COMMON NAILS 02"O.G)FOR DEPTHS of 14',16't 16'. LOCATION 10 IFULL WIDTH 2"x BLOGKI O I w CONSTRUCTION DETAILS N I ND LOAD FAT# GONNEGT I ON DETAILS II I TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL ! DECK FOR 5TRAPPINO IN5TL. NOT TO SCALE XIST.OR NEW NEW R.R.SET w/ 1 R.R.BELOW j UPPER TOP PLATE LAPS 4 loci NTINNOUr LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s it I ALIGN NEW a EX. R.R.AS SHOWN KING STUDS - PLAN VIEW NOTE: SIMILAR a '5HED' WOOD JOIST_ -0 WOOD JO I S ----` ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING -0 JOIST HANG ERA HEADER z GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER o WOOD JOIST JACK STUDS : : c, WOOD GIRDER I IN F1Eh8ER � ----- -- - - _--- --- I T N Lu i i Ij `lo. Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAM I NO FLUSH WITH G I RDER/HEADER TYP I GAL HEADER CONNECTION � I. TOE-NAIL5 SHALL BE DRIVEN a AN ANGLE OF PROJECT: IAM.X 5 APPROX. 30" w/THE MAIN MEMBER a STARTED APPROX. Jl�THE LENOTH OF I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVETHE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER IVICOLL A MIN. OF (5) NAIL DIAM.'s AT A -qO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST RENOVATION SIX TIMES THE DIAM. OF THE NAIL RAFTER-- 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA, SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE-- BOTTOM PLATE- - IN EA. 51ME WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR 160 CEDAR BIRCH ROAD DOUBLE JOIST DOUBLE JOIST TOP PLAT ORIENT, NY 11957 GH I M. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. a G+-ASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR a BLWO TO R/L SIDES w/STRAPPING TO R/L SIDES) O si PAGE: t' NIND RESISTANT GONSTRUG G TION GONN TORS "'1` 0 4TOP PLATE a O J M Q HIM. CHASE WALL Qz p U --- -- - - --- - 0 4�c $ CONNECTION LOCATION: - PART NUMBER: NOTES: �® ' ■ o�w v RIDGE-TO-RAFTERS C520 (9 21" APPLY TO EACH PAIR OF RAFTERS <3z w z Q ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER ----------___- - -- -- ---. -- _._- DATE: 10/26/22 4 OF 15 LL fLT z ROOF O o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ'D BLOCKING a PLATE-TO-WALL STUD C520 (9 0" Q z a APPLY TO EACH WALL STUD �, L�D Ai C TO ALIGN w/STRAPPING 4 ► ------ -- -- -- --- - - - - - - - ® EA THE FIRST FL ®z, 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 36" APPLY TO EACH WALL STUD n FLOOR/GLG. \../ APPLY TO EACH JACK STUD ® HEADER-TO-JACK STUD G520 @ 12" ��' }��� �-� • C k•1 Q O } CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD t T; SHEAR WALL HOLDDOWN ANCHOR SSTBI& APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE G520 9�F74 0 WRAP UNDER DOUBLE SILL PLATE OF �s s SIDE VI EN FLAN �I�W (USE WITH 5" SQUARE WASHERS) E USE THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED f- ---j V4000 FRAME (L.G. STL. Q �`--1 EXISTING TO REMAIN WHEN APPLICABLE) O NEW FOUNDATION WALL Lu F- ----{ NEW WOOD FRAME (L S. � G J co I-- I 5TL. WHEN APPLICABLE) � \ - �� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V Q c 4-1 � WOOD FRAME (L.G. STL. El POST FOR 4" WALLS 67 WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL _ p P05T FOR b" WALLS), U.O.N. - -O O NEW 2-HR FIRE RATED }, >': _O WOOD FRAME (L.G. 51 0 O N Z O WHEN APPLICABLE) 0- •cc v, c i � X � N O i0 O 4- Om IIIC9 O O Q W U • - DEMOLITION NOTE: ! 41 W PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. I I - -LL----- - ---- --- EXIST. COVERED DECK, I L--_ - I I STEPS,AND RAMP I U EXIST. TO BE DEMOLISHED L_-- J COVERED DECK I I V J EXIST. DOOR(5) REMOVE d I TO BE REMOVED EXIST EXIST. WINDOW(5) W RE . DOOR(5) I I Q TO BE REMOVED I REPLACE EXIST. I TO BE REMOVED I I I GENERATOR I J ----J II I I II I ----------- - ----- ----- - ----- ---- - - - - - -- - ---- - I EXIST. WINDOW(5) EXIST. r F PORTION OF WALL TO BE - ----- --- ---- - --- \ I I TO BE REMOVED it I ELECTRIC DEMOLISHED AS REO.'D I I PANELS 111 EXIST. BILGO DOOR REMOVE EXISTING FRAME EXIST. WINDOW TO BE FOR NEW DOOR/WINDOW ALL EXISTING CABINETS, PORTION OF WALL TO BE II TO BE REMOVED- -- - WALLS AND SHEETROGK REMOVED 4 FILLED IN I I �__ _� I DEMOLISHED AS R I I RELOCATE ELECTRIC PLUMBING FIXTURES 8 EQ.b �r---- FOR NEW DOOR/WINDOW PANELS PER PLAN _ !Il APPLIANCES TO BE REMOVED ---- --- -- 1 �-- EXIST. EXIST. \� BEDROOM _ n 1 GL EXIST. BASEMENT u__ - - -UNFINISHED- EXIST. DOOR TO BE EXIST. UP EXIST. �I I; I REMOVED (8 Tr ® ;t 8.5" KITCHEN L- -\EX15T. WINDOW(5) IL TO BE REMOVED ---- u l EXIST. I II II LAUNDRY ! ROOM - - - --J REMOVE d 1 1 R' REPLA -� - ----- --- - ----- --- - ----- -- -- ---- - - - ---- -� C -- A/C CONDENSER III TO BE REMOVED r'I I I � EXIST. WINDOWS) I I I I \ II -- W/o - -- EXIST. O O O O -- A G� I EXIST. LIVING _7 - == - --- — _ -—— J GL. I III - - -- - - --- -- LJ ROOM I r --- - ----- - -- -TRAY EXIST. ;_ �--_ REMOVE EXISTING FRAME EXIST. WALLS TO BE DEMOLISHED HALLWAYLi I WALL5 AND 5HEETROGK L -T=s- - - �_ ii III I � � I � - � �- -------, r----� � EXI T. III I REMOVE EXISTING I EXIST. EXIST. EXIST. / \ BATH OOM I INSULATION ® UNDERSIDE „ - I EXIST. WINDOWS) WgLLS AND SHEETROGK EXIST. DOOR(5) REMOVE EXISTING FRAME OF FIRST FLOOR i! TO BE REMOVED TO BE REMOVED --- Z w EXIST. L - ---- _ PORTION OF WALL TO BE I \ GL. 1 r- ---- -- p DEMOLISHED AS FOR NEW DOORMIINNDO'W L-- - -- -� EXIST. WALLS \ U --- - ---- -- TO BE DEMOLISHED EXIST. ! I I I I L L �-, I 1 I GL. I � 1 I EXIST. WINDOWS) I I I L---- - - --------- ---- -- r TO BE REMOVED II ! -- J -- - ---- ---- - -- BEDROOM O o �- - - -- - -4--- - i 128 S.F. u, EX15T. WALLS TO BE DEMOLISHED EXIST. 5TOOP PROJECT: TO BE DEMOLISHED EXIST. EXIST. WALLS BEDROOM t�I CO L L TO BE DEMOLISHED \W.H. I I I EXIST. WINDOWS) 1 110 5.F. I TO BE REMOVED I EXIST. WINDOW(5) III I RENOVATION III TO BE REMOVED 111 I I i I III i J II I -- - -- - ------ _ _ 160 CEDAR BIRCH ROAD --� ORIENT NY 11957 PORTION OF WALL TO BE DEMOLISHED AS REG2.'D FOR NEW DOOR/1^IINDOW DRAWING TITLE: - -------------- - -------- --- ------ PROPOSED BASEMENT 17EMOL I TI ON PLAN PROPOSED DEMOLITION PLANS SCALE: 1/4" = I'-O" FROFOSF_I7 FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" = P-O" PAGE: A­iOlmOO DATE: 10/26/22 5 OF 15 r ED��R �'O 5 n374 �0�2- 10 F Id E�t`� N "`*CLOSET AND PANTRY DOORS TO BE LOUVERED. All WOOD DOORS TO BE PAINT GRADE, WOOD GORE. OR SCHEDULE ------------ NEN PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED ,i-,-J WOOD FRAME (L.G. 5TL. DOOR - MATERIAL -� Q EXISTING TO REMAIN NHEN APPLICABLE) NEW FOUNDATION WALL TAG DESCRIPTION MANUFACTURER p RATING NOTES W WIDTH HEIGHT i- Q W NEW WOOD FRAME (L.C�. tu -1 45 MIN. RATED -J co � f--� 5TL. WHEN APPLICABLE) /� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL SELF-CLOSING WOOD FRAME (L.G. 5TL. © POST FOR 4" WALLS BASEMENT - - - -----_-- - - -- - O WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL 001 INGLE SWING I -4" b'-O" ► • �� LAUNDRY ROOM 7 � POST FOR b WALLS), U.O.N. 111NEW 2-HR FIRE RATED [L01 �JL�J 0WOOD FRAME (L.G. ST_. 002 SINGLE SWING2'-8" E�b'-O" STORAGE N z O -:] 'CIS � WHEN APPLICABLE 005 SINGLE SWING 3'-O" 6'-O" MECH. ROOM >1 x N - - lI -� 004 SINGLE SWING 3'-O" [61�Lr_0NTRY � m +, FOUNDATION '?LAN NOTES - 1 005 SINGLE SWING - 3'-O" b'-O" -I CLOSET O 2 2 DOOR NOTE: 1 111 Q •-- 2 2 (5 Oj I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED OUT ON - - - PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS b DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5.INSTALL AS PER MANU SPEC.'s 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. T. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR 4 RAILING NOTE:, 2 I. ALL NEW STAIRS SHALL. HAVE MAX. 5-1/4" RI d MIN. 10" U Tr - RISERS SHALL BE CLOSED 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL n NOT EXCEED THE SMALLEST BY MORE THAN J". (f 3. HEADROOM IN STAIR ,4,Y5 SHALL BE AT LEAST 6-5". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETYJEEN CLEAR HEIGHT d HANDRAIL5: 56" MIN. • 4.2. BELOW HANDRAIL., RAIL ON ONE SIDE: 31.5" MIN. 32'-O" 4.5. BELOW HANDRAIL., RAILS ON BOTH SIDES: 27" MIN. - 2V_O.. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE 5HOWN ON PLANS. i m 6. GUARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED - Q WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR ORADE, d WHERE SHOWN ON PLANS. 7. 42" HIGH GUARDRAIL B SPINDLE 5PACING NOT TO r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • ALLOW PASSAGE OF A 4" 0 SPHERE;56" HIGH HANDRAIL d SPINDLE PAGING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE. 6. 6RIPPABLE RAIL AS PER CODE. I I a. RAILING TO BE WOOD. Q OSMOKE DETECTOR / GO DETECTOR NOTES: - I 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BLUESTONE PATIO ABOVE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR .0BACKFILL it-am HARD WIRED To EACH OTHER w EVERY /BATTERY BACKUP. OM 2.INTERCONNECTION BETWEENb". PROVIDE NEW d EXISTING DEVICES I q pi GOR I O VIDE 3' I SHALL NOT BE REQUIRED WHERE EXISTING ALARMS GONG. SLAB W/ ARE NOT INTERCONNECTED, AS PER NYS R3144. STONE FINISH z 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND l� PER GENERAL ELECTRICAL NOTES ON PACE 5-002. Q 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN, HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 6 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 5.INSTALL ALL AS PER MANU. 5PEC.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR AREA OF EXIST.4" WASTE PIPE IN COMPLIANCE WITH LOCAL CODE 001 002 O _ NEW LAUNDRY ROOM: HGHT. Z Q EXISTING SUMP O I. NEW WASH/DRY HOOK UP I z PUMP IN PIT 2.COORDINATE LAUND. ROOM 6 DOOR DIM.'s w/SIZE OF EQUIP. 4 3.PROVIDE HOOK UPS AS REO'S PER MANU. 6 2 rWy w o04 DRYER EXHAUST NOTE: s STORAGE LAUNDRY - - 1. DUCT SHALL TERMINATE TO EXTERIOR ROOM -ih ur EXIST. UP (a) RI ® a' 2.DUCT SHALL TERMINATE MIN. 4'-0" BELOW OR HORIZ. _HEATED- � ® (8 T ® .5" FROM,AND MIN. 1'-0" ABOVE ANY OPENINGS. -FINISHED- � INSTALL DRYER VENT Li 3.DUCT 51ZE AS PER MANU. 4'-0" MIN. FROM ELECTRIC O a 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER METER, WINDOWS,A/C 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONDENSER dREGULATOR - CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM 5'-6" SHALL BE LIMITED TO 51NGLE LENGTHS, NOT TO EXCEED DRYER 5 FEET AND SHALL BE LISTED AND LABELED IN VENT ACGOIRDANGE WITH UL 215DA. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL 2 - 0 9 -- � - 2 w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN A-301 - - - - - - - - - - - - - - - - - 6A5 A-301 THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT SERVICE BE CONNECTED WITH SHEET-METAL SCREWS 7. MAX. LENGTH SHALL NO7 EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE 3 NEW CASEMENT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0" BEND. 3'W x 4'H EGRESS THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT (a S.F. CLEAR OPENING) SM/GO w INCLUDE THE TRANSITIONDUCT. 0 EXIST. � BASEMENT INSTALL DIRECT VENTS 4'-0" MIN. 0 NEW MECH. AREA: -UNHEATED- ABOVE TOP OF BASEMENT WINDOW O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEG.'s -UNFINISHED- F.A.I. 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NY5 MG 306.1 b'a" GL6. 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES H6HT. VENT REQUIRED PER NYS MG 804. TYPICAL MECHANICAL AREA NOTES: lo I. FOR HP. FR. FLOOR - PROVIDE 1/2" GONG. ED. BY w H "DUROCK" (OR EQUAL) Q 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" TYPE "X" GYP. BD. UL U305 (OMIT ON GONG. WALLS) PROJECT: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. z O SPE AND AS PER NYS MEGH. AND FUEL 6A5 CODE _� _ _ _ - - N I C O L L 4. WHENN E EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT Q IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s -PROVIDE FRESH AIR INTAKE FROM EXTERIOR BLUESTONE PATIO ABOVE RENOVATION 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 2 ILL EMERGENCY SHUT OFF EiWITGH A-401 COMPACT Y BArKFEVER p Q 7. FOR OAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH b". PROVIDER 2 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER Oi B W/ LL X J DE GONG.SLA CLEARANCES AS PER CO v 0 O O r 003 Ll O v a STONE FINISH. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT a � O 0� Ex m r _ 160 CEDAR BIRCH ROAD CONNECT TO SANITARY SYSTEM AS PER NYS PLUMBING CODE A-301 ORIENT NY 11957 10.APPLIANCES JOINED THROUGH A COMMON NATURAL 1 6 DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL SECTIONS OF 2020 NYE) RG 02427. 77'- EX DRAWING TITLE: COMBI-BOILER I ISERVICE O NEW NAVIEN NFG-250/175H WALL-HUNG BOILER. PROPOSED FOUNDATION PLAN - - - - I. DIRECT VENT THRou6H WALL. 2. F.A.I. THROUGH WALL. 3. INSTALL PER MANU. 5PEC.'S 3'-5" 0 EGRE55 WINDOW WELL: ;�Y O PROVIDE NEW EGRE55 WINDOW WELL d COVER BY "ROGKWELL;66 SERIES" bb"W.X44"H. OR EQUIVALENT. INSTALL AS PER MAN. SPEC 5. � PAGE: HIGH EFFICIENCY LAMP5: 0 5 10 NOT LE55 THAN cIO% OF THE NEW,PERMANENTLY / 20 A-102mOO INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMP5, AS PER 2020 NYS EGG R404.1 PROPOSED FOUNDATION PLAN GRAPHIC SCALE 1 4"=1'-0" HOT WATER PIPING INSULATION: 88 S.F. HABITABLE SFAr-,,E; I,I5ci S.F. OROSS AREA SCALE: I/4" I'-O" MECHANICAL SYSTEM PIPING AND HOT WATER PI I O SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN DATE: 01/10/23 6 OF 15 R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS ECG R403.4 d R403.5: I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105"F OR <55'F (R403.4) 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. PIPING SERVING MORE THAN (I) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DIST. MANIFOLD LOCATED6. PIPINO UNDER A FLOOR SLAB 1. BURIED PIPING y -p 8. SUPPLY # RETURN PIPING IN RECIRCULATION SYSTEMS ar OTHER THAN DEMAND RECIRCULATION SYSTEMS. 0E IERAL ��✓�(50L <E� ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEc.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. I I I **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART LP -WOOD FRAME (L.G. STL. CCR SGHEDUL--- - - - - - -- - -- - - --- - -- - -- Q ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT I -`-_-__--- -- ----- - - -i - _ OPE AR, PROV. - -- -- - -- - - ! -- DOOR MATERIAL - -- L WHEN APPLICABLE) EGRESS ! I, EXISTING TO REMAIN � I W __ { -� NEW FOUNDATION WALL TAG TYPE MODEL - - _ - --- - - - TEMP. PER PER TAG DESCRIPTION - - - --, STL. W�E DAP FRAME - �� # - -- it HEIGHT Eo D:24" i,, PROT. PROT. MANUFACTURER �' ( A �� kn i FIRE -j co p0 NOTES - - Q / _j'. --- �- --WIDTH - ---- OPEN REOb: 5.-1 S.F: - - j WIDTH HEIGHT O RATING Q (� N HEIGHT WIDTH HEIGHT - NEW I-HR FIRE RATED - I - - - 45 MIN. RATED ME 5 WOOD FRAME (L.G. STL. ---- - - - - ----II- O ELF-CLOSING �I MIN. 2 2"x4" STRUCTURAL A (2) DOUBLE-HUNG TW210410 3-O 5-O �' 2-I I 5-O 5.81 --- - - - - X POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ -- ---- - --- ----- - `Q 10.45 5.83 -_------- - - --- - -- --- - - -- - - ---- -- - -- O r- POST FOR roll WALLS), U.O.N. --- -- -- - -- -- --- �„ - - I „ „ I' ---- - FIRST FLOOR NEW 2-HR FIRE RATED l -t. 1 „ f _ - - ----- - -- - - , C9 DOUBLE-HUNG TW24410 2'-6 „ ii 5-O 2-5 - -5-O -- - -- - - I ---[�- �' 8.28 4.74 0= _ 101 -- _.-- SINGLE SWING _ - L(2) JL 3-0 b-8 I --•- - -' • FRONT ENTRY I' O O CV z WOOD FRAME (L.G. ST'L. B (2) _ LLL WHEN APPLICABLE) �� - - -- --- - - - -- - - G (4) (- - =ki 1-=- - „ -- - -t--- ----- -- - - -- - -- 102 - DOUBLE SWING -- 2'-O" -- ro'_g • -1 C� � V --- -- �1 - - -I�-- - 2-5 6-O 5.-la [� 10.2�� 5.81 - --- -- -- - �- - --- - -- OI BEDROOM 2 GL. O X CV DOUBLE-HUNG TW2451 O 2-6 D (5) I'I DOUBLE-HUNG TW2432 2'-6 " 3'-4 " 2'-5 ° 3'-4 " 2.a4 _17102A SINGLE SWING -- --_ _ - - 2'-O" b'-IL 8"�� • _- _----J! ---�,I - �I - BEDROOM 2 GL. m •+�-, FLOOR PLAN NOTES - - _- - - - - L - - -- --'' --Q- - -- 103 SINGLE SWING - - -- 2'-6" -6'_8" ---_ _•-- I!=_=_ J J�_ BEDROOM 2 Q 0 d DOOR NOTE: PROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER TO I - _ --__- - - [ -- �- �� f - --, - _� 11 � ,_ �� -� ----- -- � L J ; E (4) SIDELIGHT FWH31685 3 I 3-O 6 8 IO.ab , I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON SELECT. CONNECT AS PER MANUFACTURER SPECS; ---- - - - - -- - �� I ---- O O 104 SINGLE SWING 2-4 b-8 I` • II BATHROOM 2.INSTALL ANDSBY 'J EXTERIOR DOORS EG WHEN GALLED OUT ON O VIXTERIOR. NECESSARY VENTING THROUGH WALLS F (2)� DOUBLE-HUNG f TW20510 2'-2 4 O - - _= _ -- - 0�-- M 2 3.NOTE DOES PLANS BY NOTINDICATE EACH NE)W DOOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE G (6) PICTURE WTR2411( 2-6 2-I 2-5 „ ( l O- J --- �I _ - - „ 1 � „ I „ - 105 -- SINGLE SWING 2-6 ro-8 i,� • � II BASEMENT - 5. I - - i - _ - - ---- I STAIR--- --- PROPOSED;SEE DESIONATIO145 8 DOOR SCHEDULE. 'I VENTILATION IS NOT MET BY MEANS OF NATURAL _ - _ -_ _- __-- J� -, ------- -__- -- ����0 II -- -- tJJ - -- 4.PLACE DOORS 4' MIN. FROM PERPENDICULAR WALLS CIRCULATION THROUGH WINDOWS OR DOORS TO „ „ l _ 10ro SINGLE SWING 2-6 BEDROOM I L� -- -JL ' H (2) PICTURE WTRI817 I'-10 I-a --- i-a I'-a - _.0�0-- 1.75 - O _ - _ _ -----; _ _•- - -- -.i _ ;I- - 5. INSTALL AS PER MANU SPEC.s OUTDOOR SPACES AS PER NYS MECH. CODE SECTION i -- - ! � __ _-- l li -- 6.PROVIDE (2) 2"xlo" HDR.,U.O.N. -- - 10-1 -- = SINGLE SWING 2'-roll - ----I� - -'�--- - - - 7. SEE PAGE 6-003 FOR ALL OTHER FRAMINGNEN 403.3.2.3; INSTALL AS PER MANU. SPECS - 1 --- b-8 • WALK-IN CLOSET ELEMENTS AROUND DOORS (il'P. FOR ALL) U.O.N. 1 , 251ZE TO FITMEGH. EQUIP THRU OPEN NGCCESS FULL VOk4N A(MIN. 22"x30") --- 108 -- BATHROOM STAIR d RAILING NOTE: b I. MIN. 350 � CAPACITY I O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. IO" 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. SINGLE SWING Tr - RISERS SHALL BE CLOSED 4.WEATHERSTRIP ACCESS HATCH b PROVIDE R-4a IOa SINGLE SWING 3'-O" --OM ENTERINO - - INSULATION ABOVE w/kV. FR. (OR EO) BAFFLE OR ( + • - _ -- � 6'-8" iI � � � i BEDROOM I EXT.� 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL ;----- - _ _ -- - ', ___ -.--- ----____---- JIL =- ----- _ -----_-_: ___...--__ � - - - - -__` _-- -- -- n RETAINER TO VENT INSULATION NOT EXCEED THE SMALLEST BY MORE THAN DWELLINGN HENATTIC ACCESS DOES NOTPENETRATE CO 4 ---- 110 -- SINGLE SWING- ---,I _ - 2-0 -- --�I - II -- - - -____ ---- , �J --= --- ! PANTRY - - - ---! 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-8". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (OM 1"I l 4.1. BETWEEN CLEAR HEIGHT 8 HANDRAILS: 36" MIN. THERMAL ENVELOPE OF BUILDING). III- - - SINGLE SWING - -- 3-0�,-- 6'-8"-- f----J` KITCHEN 5. INSTALL AS PER MANU. SPEC.'s 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 MIN. O • 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1" MIN. NEW PLUMBING FIXTURES: 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN Oq ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR SEE AL50 PLUMBING GENERAL NOTES ON PAGE 0-002. r , OR MORE RISERS,AND WHERE SHOWN ON PLANS. �-/ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED NEW FLOOR: L WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR GRADE:, E WHERE SHOWN ON PLANS. IO 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREH); -1. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO SCREW PERIMETER OF SHEATHING 6" O.G. S 12" O.G. ALLOW PASSAGE OF A 4" 4' SPHERE;56" HIGH INTERIOR. HANDRAIL $ 5PINDLE SPACING NOT TO ALLOW 2.NEW FINISHED FLOOR PER H.O. SELECTION nn 11 PASSAGE OF A 4" m SPHERE. NEW TILE FLOOR: NATURAL LIGHT 4 VENTILATION W 8. 6RIPPABLE RAIL AS PER CODE. II Q a. RAILING TO BE WOOD. I. NEW TILE FINISH (H.O. TO SELECT) UPON (HABITABLE SPACE) 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON OSMOKE DETECTOR / GO DETECTOR NOTES: 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON FLOOR AREA 165 5.F. I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4.NEW " PLYWOOD 5U5FLOOR BENEATH (GLUE 3 SCREN; SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® S.F. REO. S.F. PROV. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. INTERIOR. 2.INTERCONNECTION BETWEEN NEW d EX15TINO DEVICES LIGHTING;MIN. 8% SHALL NOT BE REQUIRED WHf:RE EXISTING ALARMS A/C CONDENSER: OF FLOOR AREA 15.4 S.F. 42.8 S.F. j ARE NOT INTERCONNECTED,AS PER NYS R314.4. 12 1. PROVIDE NEW 3-TON A/C CONDENSERS BY "RHEEM" OR O 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND APPROVED EQUAL. i m VENTILATION;MIN. 6.1 S.F. 16.1 S.F. - 4% OF FLOOR AREA PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. 2.INSTALL AS PER MANUFACTURER SPECS. __ _ Q ______ _ _ 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. 5.INSTALL UPON LEVEL GROUND 3 PROVIDE GROUND -- HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING _ d OPENINGS TO BATHROOMS w/SHOWER OR TUB. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF 5. INSTALL ALL AS PER MANU. °iPEG.'s CONDENSER. 6.SMOKE DETECTOR AN GARE30N MONOXIDE DETECTOR - - --.-- - IN COMPLIANCE WITH LOCAL GORE 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS APPLIANCE,AND AT LEAST V FROM WINDOW5/DOOR5 wINDOW NOTE: WHENEVER POSSIBLE. O4 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN O NEW UP PROPOSED NEW UP 400 SERIES CASEMENT,DOUI3LEHUN6, OR GLIDING (AS HYDRONIG AIR HANDLER: ' (3) R1 ®1"i" I (5) RI ® T, (2) Tr ® 12" RAISED PATIO NOTED). INSTALL A5 PER MANU. SPEC.'S. 13 I. PROVIDE NEW 3-TON HYDRONIG AIR HANDLER BY (2) Tr 012" 3.NOTE DOES NOT INDICATE EACH NEW WINDOW 'RHEEM" OR APPROVED EQUAL IN ATTIC. 3a'-2" PROPOSED;SEE DESIGNATIONS d WINDOW SCHEDULE. 2.PROVIDE HOT WATER COIL AND CONNECT NEW BOILER 1'-O" 12'-I I" 3'-O" 14'-0" 4.FOR SUBSTITUTIONS,5EE NOTE #a IN "GLASS WINDOWS TO NEW COIL. AND DOORS" ON PAGE G-002 IF CASEMENT WINDOWS 3.ROUTE COOLANT LINE A5 REO'D FROM A/G CONDENSER. y2 - ALL CASEMENT WINDOWS 54ALL HAVE STRAIGHT THERMOSTAT: `E E E 4 E ARM HINGE. 14 5. ALL DOUBLE HUNG WINDOWS 'TO BE TILT WASH H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SPECS --- - - - - - - - - - 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: SEE LOCATIONS AND ZONES ON PLAN I / -- - 6.1. FOR ALL SKYLIOHT5 4 OPERABLE PANELS OF - _J I // -- -- - Li SWINGING,SLIDING, d BIFOLD DOORS O `L `J O HIGH EFFICIENCY LAMPS: �` I PANTRY Ilo NOT LESS THAN 90% OF THE NEW,PERMANENTLY �t J 6.2. WITHIN IS" OF F.F. i 6.5. WITHIN 24" OF A DOOR BATHROOM I - 6.4. WITHIN STAIRWAYS 6 in11THIN 36" OF A CANING INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY F _ ( m DW p 6.5. WITHIN TUB/SHOWER ENCLOSURES HIGH-EFFICACY LAMPS,AS PER 2020 NYS EGG R404.1 6.6. SEE AL50 GENERAL NOTES ON PAGE 0-002 1. SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND HOT WATER PIPING INSULATION: ! ----- - _ - - -- EXISTING WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM MECHANICAL SYSTEM PIPING AND HOT WATER PIPING `4 4 II 10 PANTRY -- D (2) 2"xl0" HEADER U.O.N. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN -_ _ -._- O Z ,w �I BILGO 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG tm T m O 01 NY5 R3I2.2 FOR OPERABLE WINDOWS WITH SILL R403.4 d R403.5: -- HEI6HT5 LE55 THAN 24" ABOVE F.F.,THAT ARE MORE \ I 22 MASTER I _H m� Q 4 - -- ~ THAN"f2" ABOVE GRADE OR THE ADJACENT SURFACE I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 3'xT BEDROOM 1 - �L N I I - uj SHOWER I68 S.F. p AT THE BUILDING EXTERIOR. FLUIDS >IOS°F OR <55°F (R403.4) _ -- _ F EGRESS NOTE: 2. PIPING J" AND LARGER IN NOMINAL DIAMETER __ I __ HVAG 6 �Q' U �9I r O 3. PIPING SERVING MORE THAN (1) DWELLING UNIT ZONEpwQ! t ► V IN COMPLIANCE WITH NEW YORK: STATE BUILDING WALK-IN 2 _in � R x ( � - ------- 4. -- PIPING LOCATED OUTSIDE CONDITIONED SPACE 3 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OFCLOSET EGRESS SHALL BE FOLLOWED: 5. PIPING FROM WATER HEATER TO A DIST. MANIFOLD II - '/ �J f- 5M/GO 1 --lY ~ REP,----I I- d HOOD -- - ----I - i- - NOE 6. PIPING LOCATED UNDER A FLOOR SLAB NET CLEAR OPENINO........... 5.-1 S.F. "1. BURIED PIPING in 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS �t - O �: NET CLEAR HEIGHT............... 24" MINIMUM C 10� THERMOSTAT �---- `- OTHER THAN DEMAND RECIRCULATION SYSTEMS. _ cV O TYPICAL BATHROOM NOTE,1�fINIMUM A-301 \ J -�- -- ZONE 3 - 3'-6" 31i0" O I. WALL BOARD O 3 tu I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN I I _ - Z ' ALL BATHROOMS A.G. THERMOSTAT 3 105 s I PROJECT: 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND I ZONE 2 I 105 cV SM/GO - - --- - -- TUB SURROUNDS 12 m I4 HALLWAY I I = N I C 0 L L 2. SHOWER FLOORS I 10 I 2 x 8-6 PENINSULA O 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE: MUD-SET (51-OPE I/8" PER FOOT TOWARDS DRAIN) UPON NATURAL LIGHT $ VENTILATION I sM/Go bt 2.5. WATER PROOF MEMBRANE TO COVER SHOWER (I 1 44 -O �k 8'-b' EI�®�/ATI®fV(HABITABLE SPACE) �r 10 !FLOOR, WRAP DRAIN 3 ATLEA5T IS" UP WALLS BEDROOM 2 1o2A GL.wi I61 S.F. iOl THERMOSTATFLOOR AREA I61 S.F. JK ZONE [ S.F. REO. S.F. PROV. F ZONE 2 I_ -- 6"-V 160 CEDAR BIRCH ROAD LI6HTIN6;MIN. 85% m 5 ° ORIENT, NY 11957 OF FLOOR AREA 12.9 S.F. 36.1 S.F. 102 VENTILATION;MIN. - 4 GL. O II HVAG 6.4 S.F. 14.5 S.F. O ZONE , DRAWING TITLE: 4% OF FLOOR AREA - 13'-N" PROPOSED FIRST FLOOR PLAN - LIVING ROOM ® 280 S.P. 6 VENT Oi a 4 CATHEDRAL CEILING- U ! -4'-4 g'_p^ 4 „ -HALL TREE I 0< y22 O Qi Q in O' PROPOSED COVERED ° PAGE: PATIO _ Q cV 101 ( O A-301 � G 0 �6; o- - -- -- - - - - m n 1 0 0 --- -FLAT CEILIN6� m B 4 B N -- -- ---- - --- - DATE: 10/26/22 7 OF 15 ---------- o - G G 4 G 6,_oy2„ a i m 20 D AR F(RJT FLOOR PLAN GRAPHIC SCALE 1/4 � � � �� I,Oofll S.F. HABITABLE Si=,4GE; 1,1-72 S.F. OR055 AFEA SCALE: 1/4" = 1'-0" (P �-� 0374 b -l0 TF OF N�• (5ENER,4\L 5) �50L <E� : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEO.'s. SEE PAGE "0-005" FOR NAILING 4 S-RAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" EXISTING TO BE DEMOLISHED NEN PARTIAL HEIOHT - ----- CL HOOD FRAME: (L.O. 5TL. KNI�>CN CHART < WHEN APPLICABLE) f EXISTING TO REMAIN Ec'R.Ese R Lu NEW FOUNDATION WALL : CLEAR LIGHT VENT ROUGH OPENING WINDOW DIMENSION 11 i NEW HOOD FRAME (L.O. i OPENING PROV. PROv. LLI EL # TEMP. cu TAG TYPE MOD FER 5TL. WHEN APPLICABLE) 11HIDTH REO'D. cy) I - :20" PEP, HEI&HT REG'V:24" UNIT UNIT NIDTH i HEIGHT WIDTH HEIGHT NEW I-HR FIRE RATED STRUCTURAL Jl OPEN REO'P: (MIN. (2) 2"x&" STRUCTURAL DOUBLE-HUNG TK210410 15 POST FOR 4" HALLS HOOD FRAME (L.O. 5TL. WHEN APPLICABLE) POST FOR b" HALLS), U.O.N. A (2) DOUBLE �'-O 5'-0 2' 5.51 I. 10.45 5.9�5 _0 0 >: NEW 2-HR FIRE RATE:r,) z -14 i CO 1 P400D FRAME (L.O. 5'rL. B (2) DOUBLE-HUNG TH24410 2'-(o 2 5 5.25 4. 0 0 WHEN APPLICABLE) L cu >-) C (4) 5 9" e-09, 5.77ci 10.:20 5.51 x n C\j DOUBLE-HUNrz? TH24510 2'-(0 ro'-O 2'- -Ji --- -------- ----------- o 0 0 -Z (D 0 M DOUBLE-HUNG 2'-!5 3'-4 l� 5.0cl 2A4 TK2452 2'-(o 4-J FLOOR PLAN NOTES J� U) 4-J ------------- cc c d PROVIDE NEW OAS FIREPLACE UNIT. HOMEOWNER TO SIDELIGHT DOOR NOTE: E 4 IDELI FKH516&5 5'-0 Oj I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT ON O SELECT. CONNECT AS PER MANUFACTURER SPECS; 2.INSTALL NEPq EXTERIOR DOORS WHEN CALLED OUT ON TO EXTERIOR. r, 2'-2 4'-0 2'-1 4'-0 5.26 5.01 PLANS BY 'JELD-14EN' (CR EGU/�L). PROVIDE ALL NECESSARY VENTING THROUGH WALLS F (2) DOUBLE-HUNG TN20510 PLANS BY 'THERMATRU' (OR EQUAL). ------- 5.NOTE DOES NOT INDICATE EACH NEW POOP, NEW EXHAUST FAN SHALL BE INSTALLED kqHEf;,E 5 (6) PICTURE NTR24111 6 2'-1 2'-r, PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. VENTILATION 15 NOT MET BY MEANS OF NATURAL J (D 4.PLACE VOOfZ5 4" MIN. FROM PERPENDICULAR WALLS CIRCULATION THR�AS PqINDOk45 OR DOORS TO F------- L 5. INSTALL AS PER MA NU 5PEC.'s OUTDOOR SPACEMEDE SECTION H PICTURE(b.PROVIDE (2) VxIO" HDR., U.O.N. 405.5.2.5; INSTALPER MANU.SPECS 7. SEE FACE C-005 FOR ALL OTHER FRAMING NEW ATTIC ACCESS - PULL DOWN STAIR: ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O I. MIN. 550 # CAPACITY STAR, 4 RAILING NOTE: :2.51ZE TO FIT MEOH. EQUIP. THRU OPENING(MIN. 22"x5O'9 91. ALL NEW STAIRS SHALL HAVE MAX. e-114" RI 4 MIN. 10" 5.DBL. FRAMING WHEN NEW OPENING,U.O.N. 4.WEATHERSTRIP ACCESS HATCH 4 PROVIDE R-4q c) Tr - RISERS SHALL BE CLOSED 2. GREATEST R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL INSULATION ABOVE wl V0. FR. (OR Ea) BAFFLE OR D NOT EXCEED THE SMALLEST BY MORE THAN J". RETAINER TO PREVENT INSULATION FROM ENTERING (D 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-5". DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE M 4.1. BETWEEN CLEAR HEIGHT t HANDRAILS: 56" MIN. THERMAL ENVELOPE OF BUILDING). 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 51.5" MIN. 5. INSTALL AS PER MANU. 5PEC.'s • 4.5. BELOW HANDRAIL,RAILS ON 507H SIDES: 27" MIN. NEW PLUMBING FIXTURES: + 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PC, 405. ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. OR MORE RISERS, AND WHERE: SHOWN ON PLANS. 0 c 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51PED NEW FLOOR: WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. 1@0 1. NEWJ" PLYWOOD 5UEFLOOR BENEATH (GLUE 4 SCREW); 7. 42" HIGH GUARDRAIL 4 SPINDLE 5PACIN6 NOT TO 50REkq PERIMETER OF SHEATHING 6" O.C. 4 12" O.C. a ALLOW PASSAGE OF A 4" 4) 5PHEf;M;56" HIGH INTERIOR. 2.NEW FINISHED FLOOR PER H.O. SELECTION U) HANDRAIL 4 SPINDLE SPAr (D ,IN0 NOT To ALLOW PASSAGE OF A 4" 0 SPHERE. e>. ORIPPABLE RAIL AS PER CODE. NEW TILE FLOOR: cl. RAILING TO BE WOOD. 11 I. NEW TILE FINISH (H.O. TO SELECT) UPON cl 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON OSMOKE DETECTOR / Co DETECTOR NOTES: 5.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON I. CONTRAOTOR!5HALL PROVIDE CODE COMPLIANT 4.NEW " fLykqoor> 5u5FLOOR BENEATH(CLUE 4 SCREW); SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SCREW PERIMETER OF SHEATHING 6" O.C. 4 12" O.C. a 4"x5" ALUM. HARD HIRED TO EACH OTHER w/BATTERY BACKUP. INTERIOR. DOWNSPOUT 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES &"x5" ALUM. SHALL NOT BE REQUIRED HHEr%E EXISTING ALARMS (TYP) CUTTER(TYP) CUTTER H10H ARE NOT INTERCONNECTED,AS PER NY5 R514.4. A/C CONDENSER: POINT(TYP) 5.PROVIDE SMOKE/00 DETECTORS AS INDICATED, AND 121. PROVIDE NEW 5-TON A/C CONDENSERS BY "RHEEM" OR -1'-0" OVERHANG PER GENERAL ELECTRICAL NOTES ON PACE C-00:2. APPROVED EQUAL. Ito 4.5MOKE /00 DETECTORS TO MAINTAIN 5' MIN. 2.INSTALL AS PER MANUFACTURER SPECS. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 5.INSTALL UPON LEVEL GROUND 4 PROVIDE CROUND 4 OPENINGS To BATHROOMS Pq/SHOWER OR TUB. SURFACE (CONC. PAD OR OTHER) w/ WEIGHT RATING F_ 5. INSTALL ALL AS PER MANU. SPEC.'S SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF -CENTERON BEDROOM- 6.SMOKE DETECTOR AND CARBON MONOXIDE PETEC-OR CONDENSER. 1. lo.-O.. 9>:12 PITCH 5:12 PITCH 4.ALKAY5 LOCATE CONDENSER IO' MIN. FROM ANY OAS _O.. 51-01. 11 ­�_51-0 -_ --I-- IN COMPLIANCE WITH LOCAL COME APPLIANCE, AND AT LEAST 5' FROM NINDON5/POORS OVERHANG 0 0 - 4 & ,-l'-O" OVERHANG WINDOW NOTE: WHENEVER POSSIBLE. O I. ALL NEW PqINDOPq5 4 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN0, OR GLIDING (AS HYDRONIC AIR HANDLER: NOTED). INSTALL AS PER MANU. 5FEC.S. @ I. PROVIDE NEW 5-TON HYDRONIC, AIR HANDLER BY 5.NOTE DOES NOT INDICATE EACH NEW WINDOW "RHEEM" OR APPROVED EQUAL IN ATTIC. PROPOSED;SEE PE516NATIONS 4 WINDOW SCHEDULE. 2.PROVIDE HOT WATER COIL AND CONNECT NEW BOILER 13 MASTER BEDROOM I 4.FOR SUBSTITUTIONS, SEE NOTE #11 IN "CLASS WINDOWS TO NEksl COIL. ' -ND DOORS" ON PACE C-002 IF CASEMENT PTNI�)OP45 5.ROUTE COOLANT LINE AS REOD FROM Alr, CONDENSER. ALL ALL CASEMENT NINDOPqS SH/,d-L HAVE STRAICHT THERMOSTAT: A.H. ARM HINGE. G H.O. To SELECT MODEL; INSTALL AS PER MANUF. SPECS D_ 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH Vi 6.IN GENERAL,TEMP. 0L. SHALL 13E PROVIDED: I SEE LOCATIONS AND ZONES ON PLANry 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 5PqIN5IN6, 5LIDIN0, 4 BIFOLD DOORS Fy HIGH EFFICIENCY LAMPS: 6.2. WITHIN lg>" OF F.F. NOT LE55 THAN cIO% OF THE NEW, PERMANENTLY 6.5. WITHIN 24" OF A DOOR INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY 6.4. WITHIN 5TAIRKAY5 4 WITHIN 56" OF A LANDING 65. WITHIN TUB/SHOWER ENCLOSURES HIGH-EFFICACY LAMPS, AS PER 20:20 NY5 EGG R404-1 (oh. SEE AL50 GENERAL NOTES ON PACE 0-002 7. SEE FACE 0-003 FOR FRAMING ELEMENTS AROUND HOT HATER PIPING INSULATION: kqlNvON5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM MECHANICAL SYSTEM PIPING AND HOT WATER PIPING / 2- I 62- (2) 2"xlO" HEADER U.O.N. SHALL BE INSULATED To AN R-VALUE OF NOT LE55 THAN A-501 A-501 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER R-5 FOR THE FOLLOWINGCONDITIONS PER 2020 NYS FOC NY5 R5122 FOR. OPERABLE NINPOPq5 WITH SILL R405.4 4 R4055: z HEIGHTS LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" ABOVE CRAVE OR THE ADJACENT SURFACE I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING T w AT THE BUILDING EXTERIOR. FLUIDS >105*F OR <55°F (R405.4) 2. PIPING LARGER IN NOMINAL DIAMETER (L 0 EGRESS NOTE: J" AND LARC Q 5. PIPING SERVING MORE THAN (1) DWELLING UNIT IN COMPLIANCE WITH NEW PORK STATE BUILDING 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE T_ 6 CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 0 EGRESS SHALL BE FOLLOWED: 5. PIPING FROM WATER HEATER To A DIST. MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB 1. BURIED PIPING NET CLEAR OPENING........... 5:1 S.F. a. SUPPLY 6 RETURN PIPINO IN RECIRCULATION SYSTEMS NET CLEAR HEIGHT............... 24" MINIMUM OTHER THAN DEMAND RECIRCULATION SYSTEMS. d) v NET CLEAR WIDTH................. :20" MINIMUM BEDROOM 2 TYPICAL BATHROOM NOTE. O I. HALL BOARD I.I. INSTALL MOISTURE RESISTANT GYPSUM WARD IN - PROJECT: ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 71M SURROUNDS c' t 4 5 2. SHOVER FLOORS5.-0. 5-0 N I C O L L 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON 71 � 1 . 11 2.2. CONCRETE MUD-5ET(SLOPE I/a" PER FOOT -CENTER-ON��oPq R kqlNr.>OH5- I CUTTER H15H TOWARDS DRAIN) UPON POINT(TYP.) RENOVATION 2.5. WATER PROOF MEMBRANE To COVER SHOWER FLOOR,WRAP DRAIN 4 ^TLEA5T 1e5l' UP WALLS 8:12 PITCH 6:12 PITCH 160 CEDAR BIRCH ROAD ORIENT, NY 11957 6 6v DRAWING TITLE: F-I 6"x5" ALUM. LJ L J CUTTER (TYP) PROPOSED ROOF PLAN _-Z [E OVERHANG V4'0' \\_b'.x5" ALUM. 1'-0" OVERHANG 4" OVERHANG 4"x5" ALUM. X5 ALUM. % DOWNSPOUT CUTTER(TYP) CUTTER HIGH DOWNSPOUT POINT(TYP) (TYP) PAGE: E v <(T A-JL 0 4.■ 0% 0 0 5 10 20 1 DATE: 10/26/22 FROPOSEE) ROOF PLAN GRAPHIC SCALE u 1/4"=11-0-1 8 OF 15 SCALE: 1/4" = 1'-0" 'SID)AR M. it �W 374 yQ OF t4l' "'..w ELEVATION NOTE5 ONEW DRYER VENT: d SEE NOTE a PLAN Q OTYPICAL ROOFING: 0 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM W CONSTRUCTION STANDARDS W 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION J cc BEFORE INSTALLATION ALUMINUM STANDING SEAM ROOFING 2 Q a_+ CV O3 PROVIDE CONGEALED FLASHING AT ALL ROOF Q INTERFACES. O _- TYPICAL SIDING: .. _. j _..��.r, -_.• Y - -�.c a N �. ._ - _ 0 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM z CONSTRUCTION STANDARDS ' �,- I — M .•.. - .�. �• _ _w- Q C O r 2. H.O. TO VERIFY FINAL COLOR A14D MATERIAL SELECTION -- — I ; BEFORE INSTALLATION . ;., 8; / NEW A/G CONDENSER _._.._,__..�� .. E,:;::. .,%,;,.>.;.! '' .,.% •,;•ip%-'''� - i i��� ,` CV -- 5 NEW A/G CONDENSER a EXIST. LOCATION; - 6 O V.I.F. CONDENSER ON GONG. PAD GR OTHER APPROVED q, :..,,. %°• ';! f O GROUND SURFACE (SEE FLOOR PLAN NOTES) -- .._ : _ _ ___ __._ - - CV E I - Q Q Ct3 1 Q O a 0 OELECTRICAL METER: �I 1 1 _ _ _.,. " { i f _ .w REMOVE d RESET EXIST. ELECTRIC METER AS PER NY5 MECH. CODE, 4 UTILITY CO. STANDARDS NEW MECHANICAL UNIT FRESH AIR INTAKE: O T INSTALL A5 PER MANU. SPEC.'S i III Iii i Ili fl NEW MECHANICAL UNIT DIREGT 'JENT. ;:z.;•:r:;:,.,;,•;;:,.r:;. l I i I ,.,,: i I - INSTALL MECHANICAL UNIT DIRECT\ENT AS PER MANU. ..r,• .i.r• I './ .r./.I r•, / SPEC' N CONFORMANCE G '�;/, r,r•.5 I FULL GON OR E w �/ENTIN •:/,;. -•'/•: %''•'•' /•,, r I CLEARANCES REQUIRED PER NY5 MG 504. ./,;,,.�. •%., � i;, ! ( ;,.,'I ,;,� /• i I ,./, :,/.' ,,.; / G _ i SEE AL50 NOTE ® FLOOR PLANS. ,r.l•• �• ,./ ✓•':.,, .,r ` 4 r. i NEW GA ,r•%S FIREPLACE VENT: :.T•:4., .!7Tr•., (� 7 I � .Ln • a INSTALL GAS FIREPLACE VENT 5 f'ER MANU S G' N •./.,• �'%�''i"� r { __ r.,. O i i I I .r, CLEARANCES REQUIREDFULL CONFORMANCE w VENTIN6 .r.6 i /• •./ �•, „� - f ! i I , i PER MG So .YS 4 x SEE ALSO NOTE ® FLOOR PLANS. lki :H i f i � __-. l•,./...r,l,L..r,/•,, rU/I/•�L tl.,'�, r//.�...�i,/.•L:�I � 'I , I I 1, i I i i i i L1 F.F. HATCHED AREAS INDICATE NEW WORK (TYP) Q . - EAST ELEVATION (FRONT) � 4D 50ALE: 1/411 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING 8 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** WINDOW CHART - —� EGRESS ROUGH OPENING i WINDOW LIGHT VENT DIMENSION CLEAR -----I - - - -- -- G TAG TYPE MODEL # OPENIN- - - - TEMP. PROV. PROV. IDTH REQ'D: 20" PER PER - ( �I _ �� HEIGHT REQ'D:24" UNIT UNIT WIDTH HEIGHT WIDTH HEIGHT _i --_-- - ''---- - - -- - - - - A (2) DOUBLE-HUNG TW210410 3'-0 5'-O 5'-0 S.bl Q 10.45 5.83 -- -- -- --- I -- '- _ -0 2'-5 -- 5'-O �,f— - B (2) - DOUBLE-HUNG TW24410 2-6 [7- F ,--__ - �• 4.14 G (4) DOUBLE-HUNG TW24510 2'-6 6'-O�" 2'-5 6'-O 5.'lQ 10.20 5.81 -- J -- D (5) DOUBLE-HUNG- .. . - - TW2432 - 2'-6 3'-4 21_ 2.a4 l -- E (4) SIDELIGHT FWH31685 -- 3'-I" - 'I- --- - II 3f_0 �„ - 6'-8 - - -- - -- - _ -1I 26 F (2) DOUBLE-HUNG — TW20310 2-2 4-O 2-I 5� IF ff _ z LLJ 6 6) 1 PICTURE - " _ -- ( I� WTR2411I I 2 b 2 _I__ 3.30 l 2-I � 2-5 � I -- - H (2) PICTURE WTR1817 II' I'-10 �" I I'-Q �° I-a � � I 9 � 1'' 1.75 JL 0 CU F- Q PROJECT: NICOLL RENOVATION 12 - -- 2 a 160 CEDAR BIRCH ROAD 12 ORIENT, NY 11957 ii 11 - I 1 1 1 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS I RANGE HOOD EXHAUS PAGE:T —.—-------- --------- dft /. / b MIN moll I�I/./ . _ J.,. - - O; ;a,,,•,'r ./'LEI �%ji.,./i/,•i /, , .: MIN. - --- -- - - -- - - :,�;c: ----------- - - - --- =— ----- - - -- - - - -- ---- - ATE 10/26/22 9 OF 15 -- - ----------- - - -- --_---- ---- -- - - _- — --- -- - --- E71r¢. BRED a NORTH ELEVATION (iz I C SIT S I I7E) >;x 0374 � SCALE: 1/4" = I'-O" yw of NEB ELEVATION NOTES Q Oj NEW DRYER VENT: SEE NOTE ® PLAN W OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS J 2. H.O. TO VERIFY FINAL COLOR 3 MATERIAL SELECTION ALUMINUM STANDING Q 4- N BEFORE INSTALLATION 2 SEAM ROOFING .0 � O PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. - - - - TYPICAL SIDING: O CV O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION 5TANDARD5 cod' r 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION _. _. _.` _...-._.._ r-= , BEFORE INSTALLATION - - NEW A/C CONDENSER co G CONDENSER ® EXIST'. LOCATION; - .,.: _ __ _ .. -TM____ .__. -.. / /r G ',;. -....._. . . _ -_.,_.-.. �' 5 NEW A/ 8 6 6 Jar;!;.. fir:!'; �'�'., ,,.;�,,, ......,......,....,_.�..w.......,. _..-�.....»..6...«,..,......,._,.-,.,__..,.._. '� �is� ':".i. �.,.; t��, O AD OR OTHER APPROVED __. _ o _ _. mw. ,w m_ _ �,. �_ V.I.F. CONDENSER ON GONG. F _.-. C GROUND SURFACE (SEE FLOOR PLAN NOTES) - __ _ O G ELECTRICAL- METER: _:_,.___...,_. _,. . _ _..•..__.... ._V_.__._._'_ - - - - - - _..... __ . _ 6 O REMOVE d RESET EXIST. EI_Ec'TRIG METER AS PER NY5 MECH. GORE, 8 UTILITY CO. STANDARDS NEW MECHANICAL UNIT FRESH AIR INTAKE: OO INSTALL AS PER MANU. SPEC.'S IL NEW MECHANICAL UNIT DIRECT VENT: - --'. VENT AS PER MANU. ,;:,;�;;•v 8 MECHANICAL UNIT DIR,EGT -..---- --- ,,.;.,• ..,.,,,.!;.,• ;;,•;;.%,;,;,;., ,.. ..,.r,,,.,.r;s,,,,.: •':':�i.,,;,; i, ,•>:I INSTALL M I,,. ,,.i,, r;';';;; •°;;.,. PEG.5 IN FULL CON FORMANCE w VENT ING REQU IRED PER - t RANGES G EA L •Yst FLOOR PLA NS.DNS. NOTE L "SEEALSO .'%.s•.S .v NEW GAS FIREPLACE VIEW : - - Oq INSTALL GA5 FIR EPLACE VEN T AS PER MANU. SPEG.S IN -. _. ,,.,;;:'.;;; .,.,• ,.,,,,,,.,•,,, ,.r,,.. - - W FULL CONF ORMANCE w/VENTING CLE ARANCES GES RE Q - s,y 1 ,PER NYS MG e>04. 5 PL ANS. — SEE AL50 NOTE ® FLOG NS.R PL ,,,;, :••� _._.___._------------__.______.__—_ • ,— ._—.-------------------- ---._.___.—_.—___..__—.__.--______ i HATCHED AREAS INDICATE NEW WORK (TYP.) L- � Q (D .— NEST ELEVATION (REAR) SCALE: I/4" = I'-O" Um 0 -000 ALL NEW KNIDOW5 SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "o-003" FOR NAILING 4 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER* r WINDOW CHART---- -_- -- -- - ----- --- __ _- — -_ _ -_ - -_--- -- - - - ---- ----- -- - - - ---- ------ -- -- ----- � li � EGRESS I CLEAR LIGHT VENT ROUGH OPENING I WINDOW DIMENSION � I I III NI TAG OPE NG PROV. PROV. l WIDTH - - - (WIDTH REQ'D: 20" TEMP. PER ( PER HEIGHT TYPE MODEL # l--. J' L WIDTH HEIGHT 1OPECN UNIT UNIT REQ: 577 S.F A (2) - III-- -- - �„ I� � I�- � ;I f �„ r Q - - -- -- � - -- __-.: — I— I' 2'-II �� 5-0 5.81-- -_-_ - -- -10.45 DOUBLE-HUNG -- TW210410 --r 3-O 50 = _ F—OOL)BLE I 2-5 � 5 O � [� 8.28 4.74(2) -HUNG TW24410 2-6 �" 5-O ��- U 2'-6 b-O 2'-5 10.20 5.81 j Illil C (4)- DOUBLE-HUNG - TW24510 D (5) DOUBLE-HUNG TW2452 2'-6 �" V-4�" 2'-5 "- 3'-4 l l( - 6 II 3'-0 6'-8" f Q 10 l l _ _ _ E (4) I -SIDELIGHT II -- — -- JL_ „ 26 3.OqF (2) DOUBLE-HUNG TW2031 O 2-2 4 O 2-I 4- z �L _ LLI PICTURE WTR�l 2'-b "--=11 - = 2'-Iy" 3.30 - - - g - 2-I 2-5 - 0 f- - (2) PICTURE WTRI817 L- I-10 I I I I PROJECT: NICOLL 12 RENOVATION 8 2 I2 -: -. _. --- -- 160 CEDAR BIRCH ROAD T, NY 11957 ; I 0 3 ; { BATHROOM ' � ----------- ----_------- ----- ! ! I -- .. _ _ --: ....-_�..'_..._�..�� -., DRAWING TITLE: EXHAUST - - - --- --- /�:._ -- - - _ ._- -__ _..---._.—___—_—___—_-- _. .. .. PROPOSED EXTERIOR ELEVATIONS -- __ - ------- -- ---- -- - --------- AGE. MIN. _ MIN. T ;, _.,..,. ,,•, --- � I 0 A-te. e. J, DATE: /26/22 -- D A 0�5 �.� M. o � F . O I SOUTH ELEVATION (LEFT S I 1 )E) SCALE: 1/4" = 1'-0" 1 N9 74a O� OF N�� BUILDING SECTION NOTES ONEW ROOFING NOTE (TYP): I. INSTALL NEW ASPHALT ROOF SHINGLES,OR STANDING SEAM ALUM. METAL;PROV. IGE/WATEK COMP.UNDER METAL (SEE ELEV. FOR LOCATIONS) Lu 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO uj 24" FROM INSIDE FACE OF 5I1D WALL AND AT VALLEYS J C13 OVER 3.INSTALL 15 # BUILDING FELT(U.O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL 5EAM5) 12� C Ln 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REO'D) CONNECTION 'A' AS O b7 6.PROVIDE RIDGE VENT(AS REO'D) PER PAGE 6-003 C '- -I. FLASH ALL VALLEYS B.INSTALL DRIP EDGE AS REO'D NEW RIDGE 9. INSTALL ALL AS PER MANU. 5PEC.'s O N z O C9 0 TYPICAL ROOF $ CEILING CONSTRUCTION: PRO_POSE_D RIDGE HEIGHT '� Ln ,�[ O2 • NEW ROOFING AS NOTED ELEV. +24.6 ---- ------------------------------------ _ • 1/2 GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD 12 . *, x 12 I 2: X :3 N SEAMS) CONNECTION TW AS '� pN t � yet',R•R�3 2 O m 4- C9 • R.R., G.J., 4 G.T. AS NOTED 014 PLANS(6 SPANS OVER PER PAGE 6-003 ��• PSR P," pFR pLgN x �-' O 4-J 95' INSTALL• PROVIDE RM49 BA1TT INSULATION WHIOREVER ALLOWED NEW R.R. TO TOP C �x��yr�ty N Q C6 PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE -f" PLATE/STUD °fir THK. SPRAY FOAM INSULATION (R-49 ® R-VINCH) \ • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES I OTYPICAL EXTERIOR WALL G,DNST RUCTION (TYP): FOR PORTIONS OF NEW EXTERIOR WALL5: n 1 • "VENTED TYVEK" HOUSE WRAi� (OR EQUAL) UPON W 12 • I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD 12 :4 5EAM5) UPON 3 N 8 • 2"xb" STUDS ® I6" O.G. w/DEL. TOP PLATE • R-21 BATT INSULATION (OR FILL EXIST. CAVITIES w/ LuRR lk k�k'kX kYkYw BATT INSULATION WHERE EX15T. WALL STUDS EXPOSED) 0- v G.J. PER P A • 5/8" 6YP5UM BD. WALL FINISH z In NEW SIDING NOTE (TYP.): Q -- U • — O I. INSTALL NEW HARDI LAP OR 134B SIDING (REF. TO j 11 3 PERMAGAST STRUG. I n , ELEVATION) 20 COL.;SQUARE i' I FIRST FLOOR I I i W —A 2."TYVEK" HOUSE WRAP (OR EQUAL) p 3.INSTALL ALL AS PER MANU. SPEC.'S i O I = BEDROOM 2 MASTER I 4 I 4.PROVIDE ALL NECESSARY TRIM FOR PROPER � COVERED BEDROOM I ! • INSTALLATION PORCH f- I 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL I O5 TYPICAL FLOOR GONSTRUGT'ION: r , I. FIN15H FLOORING TO SELECT 2. 5/4" T46 GDX PLYWD. 5UBFLOOR GLUED 4 5GREWED BLUESTONE PATIO 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL EX15T. I /PROP. FIRST FLOOR- -------- �_ �� J , _ j BLUESTONE PATIO 'X' BRACE ® MIDSPAN ELEV. +-1.5' F.J. PER PLAN`� �1h ak'x�1�a ��h 'xa�(Y� �M ��A --- /� •— 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION). EXIST. INSULATION MAY -PITCH GPITCH REMAIN WHERE PRESENT. AVERAGE &RAVE GRADE 5 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTSRADE ELEV. +5.7' (IF AFFECTED BY PROPOSED WORK). _z I O BASEMENT STORAGE m -UNHEATED- V.. To „ -UNFINI5HED- PROVIDE BAGKFILL EXIST. BASEMENT SLAB COMPACTED IN 6" LIFTS ELEV. +O.O' - ----------------- ---- 4 3" THK. GONG. SLAB w/STONE FINISH PROVIDE BAGKFILL COMPACTED IN 6" LIFTS 4 3" THK. GONG. SLAB w/STONE FINISH SECTION I -I/A-301 I SCALE: 1/4" I I I i I I i W CONNECTION 'A' A5 0 PER PAGE 6-005 V P05T FROM FLUSH BM. TO NEW RIDGE - - — -- ---- CRO PROPOSED RIDGE HEI6HT i MAIN RIDABLE RDGE ONLY: 2 MAIN RIDGE SPANS ABOVE ELEV. +24.6' ------ ,. .. -� . w. „ . _ RIDGE PER PLAN Rx , Lii 1 BIRDSMOUTH T I j II 1 I CO-ORDINATE ENSURE R.R. NOTCHED _ N PROJECT: LESS THAN 25% OF- �' RAFTER DEPTH (TYP)` y } : INICOLL : i e 71 RENOVATION < CONNECTION 'BI' A5 T „ MASTER PER PAGE 6-003 2 I G.J!PER PLAN �Y NEW R.R. To TOP k� 0 '(Yks - t - PLATE/STUD o� — FIRST FLOOR] FIRST FLooR 160 CEDAR BIRCH ROAD z m KITCHEN -- KITCHEN l NEW HEADERS ABOVE - — -- - -- 1 --- -- � __ ORIENT, NY 11957 ALL WINDOWS 4 I ; DOORS PER I I. WALK-IN / it h / �i STRUCTURAL PLANS _ CLOSET DRAWING WING TITLE:4 - 3 BUILDING SECTIONS 2"xb" SILL I I' PLATE \ \ i I I - FLOOR - --=- I �T EXIST./PROP. FIRST L _ _--- � � Lam. �� �' �� F.J. PER PLAN _ _ FIRST FLOOR , i � i EXIST./PROP_FI _ ELEV. +-15' ha xk ah tk��Y .5a�x' k�x� halo a� %Y .�k'� ��� ,kk1�' .�k ,'� F.J. PER PLAN 'AN W'6' MIX, 'Y)� ���'� .k�'xV .�1� �� -ik Fx�hS l ELEV. +j.rj' PAGE: AVERAGE GRADE - ---------i -- --- ------ - - ----- ---- ---- ---- - ---- ----- - - - -- AVERAGE GRADE rJ ELEV. +5.�' 5 5 ELEV. +5.-f' As�iulmoo BASEMENT BASEMENT -UNHEATED- - UNFINISHED^- I i — UNFINISHED-EXIST. BASEMENT SLAB _—_—_— ! _ EXIST. BASEMENT SLAB ELEV. +O.O' a ---- - ELEV. +O.O' RED AM M. SEOT I ON 2-2/A-301 SEOT I ON 5-5/A-501 , = Y SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" Y OF NE Y r . NOTE: TYP. ROOFING (SEE I. IF FINISH MASONRY USED (SUCH AS SECTION NOTES) BLUESTONE) - MA50N TO ADJUST HCHT OF LANDING AS REO'D TO 4"P.GONG.SLAB TYP. ROOF CONSTRUCTION ACCOUNT FOR FINISH MASONRY w/bxb IO/IO WWM (SEE SECTION NOTES) I" UPON C.OMPAGTED PLAN Q 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP J FILL 'SIMPSON' H2.5A p.5 ® 1:48 AWAY FROM BUILDING RAFTER TIE EZ�' Lu HEADER AS SECURE HANDRAIL To WALL ON AT LEAST ONE cc 5. FOR 5LA85 ABUTTING FRAMING, INSTALL REBAR BENT TO j` -- -- - - J SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEG.s; COPPER FLASHING FROM 12" ABOVE AND SLAB AS SHOWN �- -_=____-_ - G.J. AS PER PLAN � PLANS . {---------- AND NOT PROJECTING MORE THAN 41'2' INTO ADJACENT TO SLAB, BED ALL FLASHING �� \ \ \ (WHEN APPLICABLE) Q 4-' N STAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT IN ASPHALTIC MASTIC e ° /\\ \\ \\// 'E LO PITCHED METAL sIMPSON oR EQUAL • ,, \� \ NEW "SIMPSON" - O - - - - - - - --- - - - -- - - - - - FIRST FINISHED FLOOR (U BAR® E ��// ° \//\ i�\�/\j/ FASCIA BOARD LU526 JOIST HANGER L >; C9 1 \�s O N - -- - -- --- - - - --- - - \ - -- STEP; c�vR® ENDS c��% . • j�\jam\j\\ \� a � � 0 // \'\\ \\ \\ \\ \\ \\\\\\ BEAM AS PER PLAN � `- U \\ � x N \ 10" i, `°O\\\\j\/\/�\/j\/j\/X\/\\/\\// PERMAGA5T COLUMNS AS PER PLAN m - \ ll'?." MIN. SPACE BETWEEN /� / WALL AND HANDRAIL MIN. �i' ° \\/\\/\\� COMPACTED /\\\/\\\/\\\/ w/ "SIMPSON" PG64 (FOR 3 PLY BM) .fir +-' \ s/4" PINE RISER - a 'i tu ' \ / /X/// j IL j //X//�//�/// OR "SIMPSON" BG52-2/4 (FOR 2 PLY 0 O • �i a / i / � BM) POST GAPS Q #4 REBAR ® 10 a O ` 5/4" PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL 2"x4" KEYWAY �O.G. (MIN. 3) \ -- — SCALE: NT5 •° ,/�i„i \/\ \ \/\/ - GRADE lo" X O GROSS SECTION #a REBAR CONT. /'\\j�-� \\ \\ \\\\\\�\\\\ \\ \\ \\ z HANDRAIL / / P ti // '/ // // // // // NOTE: //\//\// I MIN. Z - CIRCULAR NON-CIRCULAR ® I�" O.G. (MIN. 3) I \\/\\/\\ \\/\\/\\/\\/\\/\\ ALL P. CONC. /\\/\\/ ! I ROUNDED NOSING Q CLEARANCE /\ •v �\ \ \ \ �\ �\ SHALL BE 'y w/y4" RADIUS (I) #4 REBAR CONT. I ° //X//��,PQ\//\//\//�//\//\//\/ 4,000 PSI (MIN) \\/ (NOT INCLUDED IN 2 / J. \ \\/ /\\/\\/\\'\\/\\/\\/\\/ \/\\/\\/ TREAD DIMENSION) 4"-6/4" / / #5 BENT FSEBAR ® 12" O.G. I \\ \/\\//\\//\\//\\//\\//\\//\\//\\//\\/\\/\\/\\//\\ \ \\ "I'� ;g " \ \ \ \ \ \ \ GO\IEREl7 FORC.H DETAIL (UPPER) I/:2 '� / PER I- / �4 / z (I) #4 REBAR GONT. I1 /// // // // // // // // // // // // /� // // // // MIN. / �4 2 / MAX. II° \\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/��/\:/\\/\\/\\/ A-401.00 ;a METER = I� \/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/ SCALE: 3/4" O 8° THK. GONG. WALL I ° / // -- z \\ \\ \\ --- Q� la" WDE x 12" DEEP <tI 9 \//\\//\\/� 4-j N P. GONG. FTC. JI .° ;//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// ■ i� JU w (2) $5 HOR. REBAR \/\\/\\/ \O\\/\\/\\/\\/\\/\\/ \ �RMPEARc LANCOLUMN U r m j j (3) 2"xl2" STRINGERS ® w/R-21 � �� INSULATION, IF UNDERSIDE 15 FACING �t j / / / STORACE/NON-HABITAL SPACE 2 EXTERIOR MASONRY" STAIR DETAIL P05T BASE PER A-401.OG P05T SIZE � SCALE: 3/4" = I'-O" STORAGE UNDER y2" GYP. BD. \ FINISFfED STONE Q (WHEN APPL I C.ALBE) - 4" GONG. SLAB TREATED 2"xl2" SILL FOR CONTACT ODE BAGKFILL w/ GONG. (IF APPLICABLE) a \ MPAGTED \ BASEMENT EVERY 6" - - >- -- --- - - - ---- --- BEND REBAR _ TO SLAB a \\ \ \\ EXTEND FOUND. WALL d FTC. AT COL. PER FOUND. PLAN;PROVIDE NOTE: z \\ �` ADDITIONAL (2) #5 VERT REBAR ALL P. GONG. SHALL 4"P. GONG.SLAB w/ j / I N GONG. WALL BENEATH COLUMN (� r-•_, b"xb"-10/10 W.W.M.UPON _ \/\/\ BE 4,000 P51 (MIN.) - -=-- - COMPACTED FILL (I) #4 REBAR INTERIOR WOOD STAIR DETAIL # CONT. ® TOP \\ 5 REBAR ® 36 O.G. /\\/\//\' EXTERIOR MASONRY DECK A-40I.00 SCALE: 3/4" = 1'-0" II \/\\i ° FOUND. WALL $ FTC. AS PER GRADE 8 / / / COMPACTED \\\\\ FILL 8 Q DETAIL X/A-XXX 8" THK. P. jGONG. WALL 11 ll, ° - - - #5 BENT REBAR III .' o v \ \\' COVERED PORCHSOUND. DATA I L ® 36 O.G. z (1) #4 REBAR a i� / �'\\/�\/ A-401.00 SCALE: 3/4" GONT. ® BOTTOM 11 FLOOR SYSTEM AS O' 15" WIDE x 12" DEEPFLOOR SYSTEM NOTED ON PLAN NOTED ON PLAN AS m P. GONG. FTC. I I ° \//\�/ 2'(TYP) P Z FLOOR WOOD BEAM li \\ uj NEW STL. GAP PL. 'B' AS NOTED ON PLAN NEW STL. GAP PL. 'A' FLUSH WOOD BEAM Jj 2 WELDED TO COL.;SEE WELDED TO COL.;SEE AS NOTED ON PLAN (5) #5 HOR. 2 PROVIDE METAL SHIM IF REG'D REBAR ° ---------- - GAP PL. DETAILS BY DIFFERENCE IN HEIGHT OF GAP PL. DETAILS ° ~� ° i--- -r V a 515TERED MEMBERS HOT DIP GA D. STL. COL. I ') NEW BASE PLATE NEW BASE PLATE WELDED TO COL SEE EXIST. STEEL COLA PER FOUND.12" WELDED TO COL.;SEE (ASTM AI23) AS PER --_-- I _ I - ---- - -- ---- ------ ------O.D. 0H 4 AIOT DIP GALV. STL. --- ------ -I -- - BASE PL. DETAILS FOR BASE FL. DETAILS FOR FOUND. PLAN BY SIMS t BOLTINGCOLBOLTING j STEEL (OR EQUAL) ( EXIST. P. GONG. SLAB PLAN EXTERIOR MASONRY DECK. DETAIL I Q PROVIDE COLD JOINT EXIST.BY GONG55LAB OR EQUAL PROVIDE GOLD JOINT (PATCH AS REQ'D) ------- -- -I -- u AT GONG. SEAMS (TYP) (PATCH AS REO'D) AT GONG. SEAMS (TYP.) A-401'00 _ _ SCALE: 3 4 I O / II PROJECT: ° #5 REBAR (TYP.) R :>� ,. #5 SENT o I I I N I CO LL a' REBAR (TYP) NEW 18"xl2" DEEP P. GONG.` I -I m _ EXIST. GRAVEL BASE ----�- � . I RENOVATION ��' EXIST. GRAVEL` I - • m , � —� I I BASE , /NEW (3) #5 HOR. PROVIDE 3" (MIN) GONG. COVER CONTINUOUS FTC. (MIN. 4,000 P51); �i ___-I i � r� ff DRILL d EPDXY PIN REBAR OF NEIr; i 1`3" -- / I NEW(5) #5 CONT. HOR. REBAR - - I I - -- # REBAR UPON (3) 5 " � � OF ALL REBAR WITHIN P. GONG. FTC. 5EGMENT5 4" INTO EXIST. PAL - -- '< _ I ,-;"-- i HOR. REBAR(6 TOTAL) FOUND. WALLS # P. GONG. FTC'S. PROVIDE STRAPPING $ NAILING FTC.5 d EXIST. OLD&. CONT. FTC-. i ------- ( - NEW 24"x24"xl2" I _ !/ AS PER CONNECTION 'D' IN U5INO OUIKRETE HIGH-STRENGTf� DEEP P. GONG. PAD _ - _ y T "TYPICAL NAILINC�TRAPPINC I I I �. �_- '�L _ EXIST. FILL FTC. (MIN. 4,000 P51) \' ! EXIST. FILL I I 160 CEDAR BIRCH ROAD ANCHORING EPDXY (OR EQUAL) -- }�'� /�` }'''� PROVIDE INSULATION REOUIREMENT5 FOR UPLIFT,BETHEEN CAVITIES SHEAR, 4 ( I STEEL COLUMN 4 CONTINUOUS FTO. DETAIL -� STEEL COLUMN I$ FAC- FTO. LJETAI L PER ENERGY TABLE ON PACE G 03A® RESISTANCE" CE (WHEN APPLICABLE) ORIENT, NY 11957 A-401.00 SCALE: 3/4" = I'-o" A-401.00 SCALE: 3/4" = I'-O" FLOOR SYSTEM A5 NEW (2) 2"xb" P.T. SILL PLATES CORNER CONNECTION DRAWING TITLE: NOTED ON PLAN TERMITE SHIELD UPON SILL SEAL UPON COPPER 81I — DESIGN DETAILS NEW 5/8"O HOOKED ANCHOR #5 REBAR (TYP) 2'-0" LAP 811 (4) 3/8" H.D.C. LAG =� II I�21� 11 1, WASHER d 1ENDNUTw/3" SQUARE (TYF) BOLTS (PREDRILLED) � 4" P. GONG. SLAB _ IASPHALT DAMP /411 Z \ \ PROOFING To EXTERIOR - - --- —————— = 8 3/8" H.D.G. LAG t +--�--------- b MIL POLY `I� I I I PAGE: BOLTS (PREDRILLED) N ( MOISTURE RETARDER . GRADE I I -------------- (4) -- - -- - -- \ O 3—I/2" O.D. SGH. 40 HOT a � � �i _ --__— -_— -- -------- /�,— DIP GALV. STL. COL. Aw - (ASTM AI23) AS PER ° ° i 4 0 1 mu'oI PLAN WELDED TO PL. '__ - 4„ GRAVEL -i I Ji i� Q \ - -- -- \- - --- -- 8"x8"x3/8" THK. BAs - _ ----- ---I�-- I�- - ( #4 HOOKED VERT� I I -- ------ I I - „ E - - -� STL. BASE PL. I __REBAR® 48 O.C. I 1 DATE: 10 26 22 1 I Q _ _ ` i IL / / 12 OF 15 3/8 THK. PL.L[- --- -- -- - - - -- -- /(4) 1/2 HOOKED ANCHOR #4 HOR. CONT. REBAR ® TOP 3 I ° ! Q �411 3/8" THK. H.D. \� - -_.--_ I _______.! 1 I -a a I I ( #5 BENT -- - -- AL) I m i BOOT NC B�D�DED/INTO ---- BOTTOM OF l2 TOTAL) i - iI ---- - ; ! p � REBAR (TYP) I GALV. PL. P. GONG. FOUND. WALL- - - - --- - - - - - OVERSIZED WASHER AND — I 3/8" THK. PL. I�2 II �4 I I 3/8" THK. H.D. END NUT SETUP (MIN. 4p00 P51J 11 II ( r GALV. FL. --- -- I j P. GONG. CONT. FTC. ` (MIN. 4,000 PSI) GAP PLATE 'A' GAP PLATE 'B' BASE PLATE I ---- I 3' - �(3) #5 HOR. !ONT. REBAR I ' „ PROV. GLEAN FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE FOR CONNECTION OF STL. COL. TO (5) :2" WIDE DIMENSIONAL i _ I , . O * • E LVL LUMBER OR (.2) 2 WIDE DIMENSIONAL LUMBER - - - --- _ COMPACT FILL I-3/4 LVL LUMBER - ' - - - l - - -- - 1 , , I I LUMBER SISTERED TO AN ADDITIONAL I OR 2 PLIES OF _-__-___-_._,__.'__.._�...\Y-_-O_�_.._ _. ____-.!_._�_-_-_.' T CONNECTION y '9>. 374 © ` 8 STEEL COLUMN OAF I$ BASE PLATE DETAILS q FOUNDATION MALL DETAIL I o REBAR OVERLAP DETAIL A- 401.00 SCALE: 3" = 11-0" A-401.00 I SCALE: 3/4" = 1'-0" A-401.00 SCALE: 3/4" = 1'-0" • POST # COLUMN DE51GNATION5: GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED POURED CONCRETE AND STEEL REINFORCEMENT NOTES: AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - - -- -- SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUr ARD AND NEW PARTIAL HEIGHT BY OTHER CONSTRUCTION DOCUMENT NOTES b STANDARD HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. EXISTING TO BE DEMOLISHED _ r FRAMING REOUIREMENT5. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. a WOOD FRAME (L.G. STL. WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 2• SPECIFICITY OF CONCRE TE DE51ON MIX SHALL BE BY OTHERS. Q EXISTING TO REMAIN ! 02 (2) 2"x4" P05T B2 (2) 2"xb" POST SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 0 ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL Lu NEW FOUNDATION WALL CONFORM TO AGI 506. {-� NEW WOOD FRAME (L.cS. .4 �'fu;.; . ,� ENCOUNTERED. W � I I STL. WHEN APPLICABLE) / - �'� p,3 (3) 2"x4" POST B3 (3) 2"xb" POST J 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / (y) SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO " NEW I-HR FIRE RATED D MIN. (2) 2"x4" STRUCTURAL A4 (4) 2"x4" POST ®--� (4) 26"x " P05T 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. c Lo N WOOD FRAME (L.G. STL. POST FOR 4 WALLS = 28 DAYS AND SHALL CONFORM TO THE CURRENT AV318 GORE. 0') (MIN. (2) 2"xb" STRUCTURAL 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. � � WHEN APPLICABLE) �---� (5) 2"x4" POST B5 (5) 2"xb" POST 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE AS REO'D. P05T FOR 6 WALLS), U.O.N. , CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT �- 0 NEW 2-HR FIRE RATEDNEED TO BE EPDXY COATED. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE +� PERMITTED WHEN NECESSARY. L- Z WOOD FRAME (L.G. 5TL. 3-1/2" O.D. SCH 40 5-1/2" O.D. 5CH 40 0 (V O WHEN APPLICABLE) 5TL. COL. (ASTM STL. COL (ASTM 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS •- Ln C AI23) BY SIMS D AI23) BY SIMS SHALL BE 5TAGGERED. 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER (t5 r- Y d' AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. x U STEEL (OR EO) STEEL (OR EO) -1 PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 00 � CV PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, 5. CONCRETE SHALL BE AIR ENTRAINED FOR COLD WEATHER POURING. 0 p m COVERAGES, AND PLUMBNE55. -r_ O 4-J STRUCTURAL PLAN NOTES 4. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE •+•J cu -J In 8. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 c: O cc OSINGLE SPAN STRUCTURAL MEMBER: CONCRETE. (A5TM G414/04a4M,TYPES G AND E). Q d O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED POSTS. AREAS EXCEED ONE SQUARE INCH. OSTACKED POST/COLUMN: II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS POST OR COLUMN ON FLOOR BELOW/ABOVE. REACHED A COMPRESSIVE STRENGTH OF 500 P51. L OEXTENDED FRAMING TO ROOF RAFTERS: PROVIDE FRAMING EXTENDING FROM WALL,BEAM, OR 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. HEADER (BELOW) TO SUPPORT R:.R(ABOVE). INTERIOR LOAD BEARING WALL: `{ AS INDICATED BY HATCHING d DASHED OUTLINE. ALIGN 5TUD5 OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR FLUSH BEAM (WHEN APPLICABLE) BELOW. I TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: O (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD 4 SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-005 • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 5'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN U APPLICABLE) L� • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET - - - - - - - - - - - -- -- -- - - - l • FOR HE16HT OF WALL d SLAB (WHEN APPLICABLE) EXIST. P GONG. PAD FOOTING (18"xl8"xl2" DEEP) _ -- _- - - - - - _ - _ - _- _ - _----- =® V.I.F. EXIST. PAD FTC. MATCHES OR EXCEEDS ASSUMED Q SIZE;CONTACT ARCHITECT IF Fl-G. FOUND TO BE SMALLER. a ADDITIONALLY,V.I.F. EXIST. COLUMN BASE d GAP PLATE _ _ -° CONNECTION MATCH DETAIL 8/A-401 d MODIFY AS REO'V. EXIST. P GONG. PAD FOOTING (24"x24"x12" DEEP) I l O68 V.I.F. EXIST. PAD FTC. MATCHES OR EXCEEDS ASSUMED SIZE;CONTACT ARCHITECT IF FT6. FOUND TO BE SMALLER. BLUESTONE PATIO ABOVE I •° ADDITIONALLY,Y.I.F. EXIST. COLUMN BASE d GAP PLATE CONNECTION MATCH DETAIL 8/A-401 # MODIFY AS REO'D. INFILL FOUND. WALL TD AT N OF--\ NEW P. GONG. PAD FOOTING- -- . L I'-�O - - - - ---- ----- --- FORMER W1NDOW 10 6G 24"x24"x12' DEEP P. C ONG. PAG> FOOTING A5 _ PER DETAIL 'i/A-401. �A EXIST. P. GONG. CONTINUOUS FTC. (16"x8" DEEP) V.I.F. EXIST. FTC. 51ZE MATCHES OR EXCEEDS ASSUMED SIZE;CONTACT ARCHITECT IF FT6. FOUND TO BE SMALLER. ----- ?A - 4 � NEW P. GONG. CONTINUOUS FTC. (FOUNDATION WALL) OI 2) 2"x8" NEW I6"x8" DEEP P. GONG. CONT. FT6. BENEATH z �+ Nt > �B FOUNDATION WALL, A5 PER DETAIL 4/A-401. w DRILL d EPDXY PIN (4" EMBEDMENT) NEW FTC. INTO pi qA O \_' m LU Q ADJOINING FOUND. WALL OF BASEMENT. X w w - N LL NEW P. GONG. CONTINUOUS FTO. (INTERIOR) N> _3 ;q �? Q O w ONEW IS"xl2" DEEP P. GONG. CONT. FT6. BENEATH INTERIOR -N I x O STORAGE LAUNDRY x w x O N z z 'IG COLUMNS,AS PER DETAIL 6/A-�FOI. j z N ROOM ® v n 1 j to N p 1 DRILL d EPDXY PIN (4" EMBEDMENT) NEW FTC. INTO - LL SISTER ? m F x N) ADJOINING PAD b CONTINUOUS FOOTING ADDITIONAL (2)S. ® _ ( N' ® =�z O u cV NEW P. GONG. CONTINUOUS FTC. (PATIO) 7A w I.-.OE LVI G.P. N _-_ GUT DROPPED BEAM. uxj y� - I 2.OE LVL TO BETWEEN COLUMNS; NEW 0"A2" DEEP P. GONG. CONT. FT6. AT PATIO,AS PER EXIST. (5) 2 x10 CONTINUOUS SPAN SHALL "ID DETAILS 2/A-401 d 5/A-401. DROPPED BM. NOT BRIDGE THESE COLUMNS DRILL d EPDXY PIN (4" EMBEDMENT) NEW FT6. d FOUND. iC 6 7G 6 "IG �' 7C 6 TC WALL INTO ADJOINING FOUND. WALL OF BASEMENT. - - - - - NEW ATTIC AGGE55 - PULL DOWN STAIR: i OI. MIN. 550 # CAPACITY - 0 - - - - 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") -- -- -- -- -- --.;,! ZF �,-.,.• .. .3.DBL. FRAMING WHEN NEW OPENING, U.O.N. ::.::. 1"ice'- x . �%:: . '_ :�,::;»>} �: : 6 SISTER ADDITIONAL (1) I.-15'x9.5 N P ACCESS HATCH 3 PROVIDE R-44 `�' G O.F. 2.0E LVL TO EXIST. F- 4.WEATHERSTRI INSULATION ABOVE w/NO. FR.. (OR FEW BAFFLE OR 4 �l1) � ' 7f � � � 3� � j� (3) 2"xl0" DROPPED BM. 7A REINFORCED F.J. NOTE: w RETAINER TO PREVENT INSULATION FROM ENTERING ? O IL O p Ix `I PROVIDE REINFORCED F.J. BENEATH INDICATED DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 p - j J 0) O� � 60 STRUCTURAL MEMBERS BY 51STERIN6 ADDITIONAL PLIES 2 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE Q ip= O Q QQ l 7 � p tu Q w y 2 TO EXISTING F.J. (WHEN EX15TINO F.J. LOCATION ALLOWS) 0 -�--- THERMAL ENVELOPE OF BUILDING). x�U cV N O cV= m Q - - OR PROVIDING NEW F.J. MEMBERS ALTOGETHER. V 5.INSTALL AS PER MANU. SPEG.'s p N y0 Q N( �� ?Q' IL -i x G = �j EXIST. V F o O K K . N N ® o j iv BASEMENT iv -- - - 4A 3 RAISED FLOOR 0 K N - o x O x xi t - ►-- ----! ---- NEW UN-REINFORCED P. GONG. SLAB Lu LU n > w® r m w ry Q' ry d m Q 0. X X 4B I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON - z O w w 2. 6 MIL POLY VAPOR BARRIER UPON I tti ' ' U ' m n N 4A 3. 4" (MIN) GRAVEL BASE n - - - - V �� O p O K IA -- - lu TYPICAL CLOSED FOUNDATION iv cv r y * z Io ® PORCHES / PAT105: - I z� m x ^�� w� NQ PROJECT: I. SEE NOTED DETAILS m `) n ry W X X 0- 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY 4B i ; O SISTER ADDITIONAL 1.-i5"x4.5" G.P. 2.0E I', z O -FROM BUILDING z tu LVL TO EXIST. (3) 2"xl0" DROPPED BM. n L L 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER (ENTIRE SPAN Bm FOUND. WALLS) RENOVATION FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, ! BED ALL FLASHING IN ASPHkLTIG MASTIC T r. 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER IO A d TO MAIN FOUND. BLUESTONE PATIO ABOVE 6B N 6B PERMACAST COLUMN FoorlNGs NIEW 2"x8" FJ. ► '� ° 160 CEDAR BIRCH ROAD II PERMAGA5T COLUMN UPON EXTENDED FOUND. WALL b FT6. in z V 2 PROVIDE ADDITIONAL (2) #s VE:RT REBAR IN GONG. FOUND. t-ry�� n o Lu ORIENT, NY 11957 WALL BENEATH COL. SEE ALSO DETAIL 4/A-401. w - O . . ! BOO II II 10 w X -- - -�. -- -- -- - --- - --- - - - w DRAWING TITLE: SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINIGS ASSUMES A SOIL ! I PROPOSED STRUCTURAL PLAN BEARING CAPACITY OF I.OTONS/5.17. _ `• -- - WHEN INSTALLING NEW FOOTIN65 IN BASEMENT,V.I.F. EXIST. 501L BENEATH SLAB d PROP05ED FOOTINGS I5 SAND a (BROWN FINE TO COARSE SAND, 'SW' 501L TYPE, IS EXPECTED PER TEST HOLE). SHOULD SILTY SOIL BE EXIST. FOUND. WALL 8 CONTINUOUS 17T6. MAY REMAIN OBSERVED,CONTACT ARCHITECT,AS A LESSER SOIL AT THIS LOCATION, IF PRESENT(V.I.F), PROVIDED BEARING CAPACITY SHOULD BE ASSUMED S FOUNDATION FT6. 15 16" AVE x 5" DEEP (MIN. SIZE),BEARING ADJUSTMENTS MAY BE REQUIRED. 3'-0" MIN. BELOW GRADE, s IN GOOD CONDITION. PAGE: S_jo A1016 0 JM FRCFOSE17 FOUNrD)ATI ON STRUGTURAL. PLAN DATE: 10/26/22 13 OF 15 SCALE: 1/4" = 1'-0" az= Ilk s 037-4 Q' �� '.4 �� i/ . POST 4 COLUMN DESIGNATIONS: GONGETE - GOLD WEATHER FOURIN6 d CONCRETE MIXTURE T POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED POURED CONCRETE AND STEEL REINFORCEMENT NOTES: AS FOLLOWS. NOTE THAT THESE DE516NATIONB DO NOT IMPLY I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - --- - - - SUCH MEMBERS ARE NOT NEGE55ARY ELSEWHERE,AS SPECIFIED FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE NEW PARTIAL HEIGHT BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. _ EXISTING TO BE DEMOLISHED FRAMING R.EQUIR.EMENT5. DOWNWARD FROM THE BOTTOM OF EXISTING ADJAG=AIT FOOTINGS. d WOOD FRAME (L.C. STL. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. Q WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION EXISTING TO REMAIN // A2 (2) 2"x4" POST B2 (2) 2"xb" 1-05T SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR O ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL LV NEW WOOD FRAME (L.Ci. NEW FOUNDATION WALL �` li, r ENCOUNTERED. CONFORM TO AGI 306. Lu "" IJ (5) 2"x4" P05T B3 (5) 2`W POST J (B STL. WHEN APPLICABLE) / - u 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / (y) SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 4 MIN. (2) 2"x4" STRUCTURAL TEMPERATURES WITHIN 10° F OF CONCRETE. Q N NEW I-HR FIRE RATED �; -1 A4 (4) 2"x4" POST ®--� (4) 2"xb" POST 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT � '� � POST FOR 4" WALLS 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. WOOD FRAME (L.G. 5T1_. _O (MIN. (2) 2"xb" STRUCTURAL 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. � WHEN APPLICABLE) MM---D (5) 2"x4" POST B5 (5) 2"xb" POST 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE AS REQ'D. POST FOR 6 r- O WALLS), U.O.N. CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT >: � NEW 2-HR FIRE RATED 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE .�+ � NEED TO BE EPDXY COATED. WOOD FRAME (L.O. 5Tl_. PERMITTED WHEN NECESSARY. Z 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 0 Q ('V O WHEN APPLICABLE) ,, � 5TL. COL. (A5TM STL. COL (A5TM 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS a - -L"I SHALL BE STAGGERED. 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER i (6 � -�C AI23) BY 51M5 AI23) BY 51M5 AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 1 U STEEL (OR EQ) STEEL (OR EQ) -1. PROVIDE MECHANICAL DEVICES To HOLD STEEL d HARDWARE IN c: x ate3 N PLACE AT TIME OF POURING f MAINTAIN REOUIR.ED CLEARANCES, 8. CONCRETE SHALL BE AIR ENTRAINED FOR COLD WEATHER POURING. Q O O COVERA6E5, AND PLUMBNE55. � O m 4 STRUCTURAL PLAN NOTES 11. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 4-J N co 8. CEMENT SHALL CONFORM TO A5TM C-33 FOR STANDARD WEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 Q ' O SINGLE SPAN STRUCTURAL MEMBER: CONCRETE. (ASTM 0494/0494M, TYPES G AND E). Q O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ID. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL ABOVE INDICATED POSTS. AREAS EXCEED ONE SQUARE INCH. OSTACKED POST/COLUMN: II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED ^ ` 2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS w POST OR COLUMN ON FLOOR BELOWABOVE. REACHED A COMPRE551VE 5TREN6TH OF Soo P51. OEXTENDED FRAMING TO ROOF RAFTERS: PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. HEADER(BELOW) TO SUPPORT R.R(ABOVE). OINTERIOR LOAD BEARING WALL: AS INDICATED BY HATCHING d DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR FLUSH BEAM (WHEN APPLICABLE) BELOW. • TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES H/COPPER TERMITE SHIELD m 6 SILL SEAL 4- W • ANCHOR BOLT5 AS PER PAGE: 6-003 • i • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL + • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. • I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN U APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET FOR HEIGHT OF HALL $ SLAB (WHEN APPLICABLE) ® EXIST. P GONG. PAD FOOTINGS (I b"xI b"xI2" DEEP) V.I.F. EXIST. PAD FTC. MATCHES OR EXCEEDS A55UMED Q SIZE;CONTACT ARCHITECT IF FTC. FOUND TO BE SMALLER. ADDITIONALLY,V.I.F. EXI5T. COLUMN BASE d GAP PLATE CONNECTION MATCH DETAIL 8/A•-40I d MODIFY AS REOV. EXIST. P GONG. PAD FOOTINGS (24"x24"xI2" DEEP) PROPOSED 68 RAISED PATIO POST TO RIDGE FROM V.I.F. EXIST. PAD FTC. MATCHES OR EXCEEDS ASSUMED SIZE;CONTACT ARCHITECT IF FT6. FOUND TO BE SMALLER. 2"x8" HDR ABOVE DORMM ER ADDITIONALLY,V.I.F. EXIST. COLUMN BASE d GAP PLATE WINDOW(HDR NOT SHOWN CONNECTION MATCH DETAIL 5/A"-401 d MODIFY AS REQ'D. IN FLOOR PLAN) NEW P. GONG. PAD FOOTING 6G 24"x24"xI2" DEEP P. GONG. PAD FOOTING AS NEW 16" G.J. ® I6" O.G. r -- - - -- - - - -- - - - - - - - - - -- - - - -- --- -- -- - - - B2 -- PER DETAIL-1 - - - - - - Li O7A --' NEW 2 I.15"x9.5" -- 2 1.75"xQ.S --- - - - 1 - - - - - - EXIST. P. GONG. CONTINUOUS FTC. (16"x8" DEEP) ( 8:12 PITCH 8:12 PITCH V.I.F. EXIST. FT6. SIZE MATCHES OR EXCEEDS ASSUMED �� ' � � ! O.P. 2.OE LVL HDR m N= 6.P. 2.OE LVL HDR 0. SIZE;CONTACT ARCHITECT IF FT6. FOUND TO BE SMALLER. 0 �j j PANTRY IX Q I I NEW IP. C DEEP P. GONG. CONT. FTC. BENEATH 2NE HDR I BATHROOM I I - -- J z n �, NEW (3) I _- NEW 2'1 u? B NEW 2"x8" NEW P. GONG. CONTINUOUS Fl G. (FOUNDATION 1^ALL) NEW(2) ,�( w - I J DW - - I 2'1 HDR F R.R. ® x R.R. > - > W 2 x8 R.R NEW 2 x8 R.R. ----- 7-1 - ><:::::t<u I6" O.G. in 16" O.G. TB FOUNDATION WALL, AS PER DETAIL a/A-401. NEW(3) 2'x8' FLUSH BM. w/ - NEW(3) 2"x8" H o r DRILL S EPDXY PIN (4" EMBEDMENT) NEW FT6. INTO w 51MP50N BA4.65x'T.125 HNGR. w ® I6" O.G. - n Inv - .r --� p ADJOINING FOUND. WALL OF $AEiEMENT. - -- -I - _- ) p O O � lu MASTER BED � `Cyr w rOj' �J�v I D,I I Q fY a L z Y' d NEW P. GONG. CONTINUOUS FT6. (INTERIOR) - NEW I5"xI2" DEEP P. GONG. CONT. FT6. BENEATH INTERIOR ®�? m V O I MASTER I O j - I I TG DRILCOLUMNS, SEPDXY FIN (4" NEW FTC. INTO IL (olA-401. n U� x r BEDROOM I ( - t -_I -. - ry -- -� -- -- --- JI -- - - -- N_ ry ~ 'I dJ O �- 0 N! = •- d) .9 0 0 x= x= w = x X cV IY ry z = ry ADJOINING PAD 8 CONTINUOUS FOOTINGS. t I Ir --- --- - ? ( 11 I I Z ® * V * z ® ® tYl� N m w a - I = x u n O v w to T_ v w NEW P. GONG. CONTINUOUS FTC. (PATIO) -� "' x= F I z O z z WALK-IN m m n NEW 2'xb FALSE I W 2 xb FALSE _ - w w I - CLOSET HDR m - NEW IS"xI2" DEEP P. GONG. CONT. FT6. AT PATIO, A5 PER v - LOCATE P05T 0 �_ Q 0 J N z ?D DETAILS 2/A-401 d 5/A-401. CLOSET 8 ( 3 R.R. ® I6' O.G. R.R. ® I6" O.G. ABOVE n ® N I I �I;O DRILL 8 EPDXY PIN (4" EMBEDMENT) NEW FT6. b FOUND. x -�z z z 3'-6 L J w iij , zQ p z WALL INTO ADJOINING FOUND. 1^OLL OF BASEMENT. cull NEW(2) 2"x8" 'I N= REF. 1 I z 2 I Q,I IV N 2 s --- NEW (2) "x8'�!! z x Q - - - G.P. 2.OE LVL BM. I A3 A3 - NEW(0 2 x8' FLUSH HOER - - ((� ( NEW (2) I.15' 11.25" NEW (2) I."15"xl l25" w z�u B2 _ NEW(2) I.'15"x9.5' NEW ATTIC AGGE55 - PULL GOWN STAIR: ` � �w iv$ \ 51MPSON LU528-2 HANGERS 4 I _ I;' FLUSH w/REAR GR055-GABLE_RIDGE �.I OI. MIN. 350 # CAPACITY w -- :.:. y B3 on 6.P. 2.OE LVL RIDGE G.P. 2.OE LVL RIDGE NEW (2) 1.15"x1125" :2.51ZE To FIT MECH.3.DBL. FRAMING WHEN NEIW OPENING, U.O.N.I (MIN. 22"x30') 1 , ( _ _ _ NEW(2) NEW(2) � � - -- -- - - - z _ :.: ^= .:•: - NEW 2"x8 R.R. �- -- -- - - - - - - -- - - -- - - - - � .P. 2.OE LVL RIDGE I INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE OR i HDR TO 2"x8" NEW 2" 6" FALSE ® 12" O.G. v 4.INSULATIO TA PREVENT V. FR. (ORE ) B ENTERING 4 A2 EXTEND Po5 A3 A2 A2 O 2"x8" HDR HDR R.R. ® 12" O.G. - \ID:E USH ACCESS HATCH 4 PROVIDE R-4cl IOC _ � �O � � ! I z U Q' U Q� �j v -GABLE W RETAINER TO N ul p� I'i f _ v 1_ pAIN OC DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 V v 4 rry w n= HALLWAY 2 n dJ O Q X= �JBOVE R V (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE �p p u I I x z _ I _ THERMAL ENVELOPE OF BUILDING). x y - - B3 U m 3 ® m V I I I U w ®rl 'n )< n_ _ _5.INSTALL AS PER MANU. SPEG.:s ® w n> ryNEW(5) I.-15"xlI.8-15" 6.P. 2 OE LVL BM. BENEATH I Q v Z v _� z I �03" RAISED FLOOR z O `-�J V N O POST T� FRONT GROS�r6ABLE RIDGE;ALIGN I N dJ O ( dJ O n � A3 w4 BOTTOM OF BM. H/PEAK OF CATHEDRAL CEILING x, x=BEDROOM 2 NEW UN-REINFORCED P. GONG:. SLAB - l \ p u3.i ® � ® -L 9B I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON = D/ - I z BEDROOM 2 2. 6 MIL POLY VAPOR BARRIER UPON � N -- z � � ®V m v I I I I ( NEW 2"x8" R.R. 3. 4' (MIN) GRAVEL BASE ix r NEW (3) 2'W FLUSH BM. H/ Q N .p H-I I ® 12" O.G. cV x L 51MP50N BA4.65x-1.125 HANGERS j® (p ?_ ,. w NEl 1 2 xb" FALSE __ NEW (3) 2"xe'"HDR __ I 3 L_ - -- -- -- -- _ w - I R.R. ® 12' O.G. I I R.R.TYPICAL CLOSED FOUNDATION I r ��� v� NEW 2"x8" R.R. NEW 2 x8 R PROJECT: to ® PORCHES / PATIOS: I w O.G. _ __ _ r R.R. x ®U L- DBL .BENEATH I. SEE NOTED DETAILS tu --- -- O Q I I PITCH TRANSITION n 2. ALL HORZ. SURFAGES SHALL 13E PITCHED ® 1:48 AWAY z ? Q I OF OVERLAY R.R. a I�I CO L L FROM BUILDING w NEW(2) X vLu = NEW(2 4 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER z 2"x5" HDR z - 2"x8" HOP, ( I O AL FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, - - - - - - - - - - - -- -- - LIVING ROOM _ RENOVATION BED ALL FLASHING IN ASPHALTIC MASTICJU - - -- - - -- 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL 280 S.F. X BE DOWELED w/#5 ® 5" O.G. 'VERTICAL TO EA. OTHER m 0,I I �� PITCH � a:12 PITS 6 TO MAIN FOUND. a ( 0 v U I in0 � v * � v PERMAGA5T COLUMN FOOTINGS r_ O v O V O I 2 I I PERMACA5T COLUMN UPON EXTENDED FOUND. WALL b FT6. `fl PROPOSED x O x x x I 160 CEDAR BIRCH ROAD PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. cV sJ COVE�p cr= 1X iv U1 m NEW 2"xb" FALSE V.I.F. EXIST. n Q ry Q ry Lu WALL BENEATH COL. ® PATIO ® n N ju In I R.R. ® 12" O.G. � ® � ® ® I ORIENT, NY 11957 SEE AL50 DETAIL 4/A-40I. w 3= : z\ (2) 2"x8" HDR z m z m z ' �- w NEW 2'x8" R.R. 3 3I 3 ® 12" O.G. (MIN. SIZE) OR NEW (2)WRAPcIN Ix AOPPED $M. z nl z PROVIDE NEP, NEW 2"xW R.R. NEW 2"x5" R.R. w'Q ZEK __ _ B5 NEW (5) 2"xIO° FLUSH BM. ® 12" O.C. DRAWING TITLE: SOIL BEARING CAPACITY NOTE: _ I BELOW P05T TO RIDGE ABOVE �I L _ _ - STRUCTURAL DESIGN OF FOOTINGS A55UMES A SOIL - - - - r - -- - - _-- _ - - - - I �_� L� � - _ - -- - -, I � � B2 I PROPOSED STRUCTURAL PLAN BEARING CAPACITY OF I.OTONS/5.F. NEW(2) __ NEW (2) 2"x8" HDR __ I❑ WHEN INSTALLING NEW FOOTINC75 IN BASEMENT,V.I.F. EXIST. 2"x8" HDR - 501L BENEATH SLAB d PROPOSED FOOTINGS 15 SAND (BROWN FINE To COARSE SAND, 'SW' SOIL TYPE, IS -- ---- --- -- - - - - - - - - - - - - - - -- - - J ❑ EXPECTED PER TEST HOLE). SHOULD SILTY SOIL BE OBSERVED, CONTACT ARCHITECT,AS A LESSER SOIL BEARING CAPACITY SHOULD BE ASSUMED d FOUNDATION ADJUSTMENTS MAY BE REQUIRED. PAGE: I �i�Oi�OS l7 F I RST FLOOR STRUCTURAL PLAN fi�i�'OFOSF_I� ROOF FRAM I NO PLAN io;!.Op 0 0 50ALE: 1/4" = 1'-0" SCALE: 114" = 1'-0" DATE: 10/26/22 14 OF 15 SD Al? S Y l� .� 374 , �OF N r i i Q LLJ LLJ cu J Cy) N O C Ln O = � O O (V z O Ln cvc6tL IL x O PROVIDE "ABE500 FF200 FR. O 0 O O 4-+ O EXPANDING FOAM" (OR EQUAL) 4" FRESH AIR VENT 4-' m .� Lo AT ALL PENETRATIONS IN FIRE Q J i THROUGH ROOF RATED WALLS AND _ NOTE: Q O d c O FLOOR5/CEILINGS. PRODUCT 4 ALL PLUMBING WORK G CONFORMS TO A5TM E 814, SHALL CONFORM TO 3 I ASTM E 84, AND UL 14I9 LOCAL PLUMBING COPEw 3/4" HW a Qp (CLOSED LOOP SYSTEM) ------ 1 -------------------- -- - - i-- ------- --- - - - - 4 BATHROOM I BATHROOM 2 KITCHEN I NOTE: LEGEND I HOT WATER-------- 2 r---__------- ALL PLUMBING WORK BATHROOM 2 I BATHROOM I SHALL CONFORM TO K I TGHEN --------I LOCAL PLUMBING GORE I SUPPLY U j O r- 2"1 1 2111 1 12" O i GOLD WATER W O I 2" I 2"I p �.._.._..� VJ I I I I I I GLEAN OUT I q� I p� p� I 5UPFLY m 12" j 1211 I 511 AS REQ'D N i I I i j 4-) W I I I 5 EXIST. F.A.I. TO �_ Qa I 14 X I I�qa X I j S I PROVIDE "ABESGO FF200 FR. • W G• I W�• 3I x I O W.G. - 10 Iv I AALLDIPENETRATIONO FOAM" �S N�FIRE) I- " I I- " // �I .O xl j- Al j= zl .O z1 = I RATED WALLS AND I O� I I I I- / REMAIN 1 I i �ry W.G. 31 �ry 31 m �I z SHOWER I I TUB I DW ( ry) ry SHOWER n1 ._� NI QI Iry TUB i ryl Ic�v p-� In 1 FLOORS/GEILINOS. PRODUCT CONFORMS TO A5TM E 814, G.O. 3 2 3 I --- - ----- -� -- - - I ---------1 ------ ASTM E &4, AND UL 147q U c _.=..�y._.._.._.�:._ _ �� ..�._ -. -.._ -.:�..- _.._�y-��_..- -._ _�.-.._..-.._..-..-.a .._.. I I I I I < ' ^ 4" I I I (J J 'I 4" HOUSE I m I IV I LAUNDRY - " IMAIN DRAIN G.O. II I ROOM 3 O TO PRIVATE Q I I 2 4" TO SEPTIC v LAUNDRY N v o o ? I WELL I I SYSTEM I Q I n u W z N I I N :� -1 •� v U1 Y z - - �t Q m I p MEGH. m o 1- " ROOM 2" I vyasffER I I KASHER I._, - REF S.P. -- FL.UMB I NC RISER - r7)RA I N / NASTE / VENT - PL.UM�31 NC RISER SUI�fi�L_Y 5GALE: NT5 5GALE: NT5 I I I I i I I I i z W U I W i O ALL PLUMBING d FUEL 6,A5 WORK !Y -� SHALL CONFORM - TO LOCAL PROJECT: k PLUMBING CODE d Q FUEL GA5 NICOLL - --- ----------- - - ---- - -- -- - - RENOVATION i PIPING PENETRATIONS: - - - -- -- I. PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS 160 CEDAR BIRCH ROAD AND FLOORS/CEILINGS. p KITCHEN LIVING .2.PRODUCT CONFORMS TO ASTM E ORIENT, NY 11957 O ROOM GAS FIREPLACE 814, ASTM E &4, AND UL 14"19( I DRAWING TITLE: U VERIFY SIZE w/ VERIFY SIZE W PLUMBING RISER DIAGRAMS RAND (TYP) Le-ENERATOR YP) GAS RISER DIAGRAM 7MANU. - - - — GAS SUPPLY PAGE: m z LAUNDRY MECH. M w s ROOM ROOM O J. O 0 0 0 u l U f0 N Q [A - (V DATE: 1.0/26/22 15 OF J.5 EX15TINe BURIED PROPANE TANK OAS RISER SUFFL)" SCALE: NT5 * ¢ yT 3740 ,yp�-