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HomeMy WebLinkAbout48929-Z �o�SUFfU�� Ey Town of Southold 9/11/2024 a P.O.Box 1179 53 - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45539 Date: 9/11/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1640 Calves Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.4-39.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/27/2023 pursuant to which Building Permit No. 48929 dated 2/17/2023 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 a rear deck, sunroom, attached shed, and attached garage to an existing single family dwellin ags applied for. The certificate is issued to Martin,Liam&Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48929 7/8/2024 PLUMBERS CERTIFICATION DATED 7/8/2024 Br iecuch th ize 0 ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Wo . 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#: 48929 Date: 2/17/2023 Permission is hereby granted to: Martin, Liam PO BOX 165 Orient, NY 11957 To: Construct additions and alterations to an existing single family dwelling as applied for. Amended 7122/24 to include detail changes. At premises located at: 1640 Calves Neck Rd, Sotuhold SCTM #473889 Sec/Block/Lot# 70.4-39.1 Pursuant to application dated 1/27/2023 and approved by the Building Inspector. To expire on 8/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,779.60 CO-RESIDENTIAL $50.00 ELECTRIC $85.00 ELECTRIC $200.00 Total: $2,114.60 Building Inspector ��o�SUF t c TOWN OF SOUTHOLD y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy . Fri SOUTHOLD, NY col �a 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#: 48929 Date: 2/17/2023 Permission is hereby granted to: Martin, Liam PO BOX 165 Orient, NY 11957 To: Construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 1640 Calves Neck Rd, Sotuhold SCTM #473889 Sec/Block/Lot# 70.-4-39.1 Pursuant to application dated 1/27/2023 and approved by the Building Inspector. To expire on 8/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,779.60 CO-RESIDENTIAL $50.00 Total: $1,829.60 Building Inspector so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Oly� � �� sean.devlinCa-town.southold.ny.us COUNTY BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Liam Martin Address: 1640 Calves Neck Rd city:Southold st: NY zip: 11971 Building Permit#: 48929 Section: 70 Block: 4 Lot: 39.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X — Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 18 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan 4 Combo Smoke/CO 6 Transfer Switch 200A UC Lights 76' Dryer Recpt 30A Emergency Strobe Heat Detectors H Disconnect 2 Switches 42 Track Lts 10' Exit Fixtures Sump Pump Other Equipment: Fridge, Wall Oven, DW, Gas Cooktop, Hood, ERV, Gas.FP, W/D, 200A Panel -40 Circuits /40 Used (6) Combo115 Breakers (15) Combo120 (4) ARC115 Notes: New One Story w/ Unfinished Basement Inspector Signature: Date: July 8, 2024 S.Devlin-Cert Electrical Compliance Form �SufF©L��o ioim Nall Annex �•1►® � Telephone(631)765-1802 54375 Main Road P.O.Box 1179 y 2 Southold, NY 11971-0959 �/{.� • jP BUILDING DEPARTMENT ' V TOWN OF SOUTHOLD JUL 1 6. 2024 BUIEDING DEPT. CERTIFICATION TOWN -SF SOUTH01 vate: Building Permit No. q9C7 q Owner. ((Please print) Plumber: Bra j �T I e—u'- (Please print) I certify that the solder used in the water supply system contains less than 2110 of I%lead. (Plumbers Signature) Sworn to before me this day of -TtA.l 20� Notary Public, Aell' 1'f County SUSAN A.RIZZO Notary Public,State of NeW Yolk No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,2 2? o��0FS0 yO - # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [14 FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fnl � uw DATE INSPECTOR �o�apFSOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 631-765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. 14A] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I 6�- [kc"m JI/YV o�/ �,,,, ✓�d cAr- � i0k,-,- 6ak . DATE t 0 I y3 INSPECTOR DOE SOUIyo* TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: SLI ve, la� i I DATE 01 1 INSPECTOR SOUTy Wrl� 160iD CA L des Ack , kat, ho o� # # TOWN OF SOUTHOLD,BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR?i pE SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [vf'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: Lq/laZA,,Ill 1 ��- i'1 c�• Ok-- 'tom G ail DATE �o?-o�/-o� INSPECTOR pF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rULATIOWCAULKING FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MA KS: A� 0 H DATE INSPECTOR OF SOuryO� Cc'J Ues Ive # # TOWN OF SOUTHOLD BUILDING DEPT. cou�+N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ 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: CLE�� C5--E-gY IaL f th1 I �-o g DATE 2 INSPECTOR ` _f I , n 1 �# �►. Ink -AVAW MESA,r 1 A0'F - FJM W, ORGANIMTJON' ICYNENE' ,GQAADIAIV Spray•FOaft11'SpecfaliStS Radiant Drywall and Insulation Corp. www.Rodiontlnsul5ystems.com P O Box 899 Middle Island,NY 11953 Phone:631-92"500 Fax:631-924-4584 EnviroDri.i Commercial Lic:Suffolk:36254-H Residential Lic:Nassau : H1901650000 Certificate of Insulation 12/21/2023 Torkelsen &Co. Inc. Jobsite: 1640 Calves Neck 800 Summer Lane Southold, NY Southold, NY 11971 Radiant Insulation Systems has installed the following insulation items. Please see the locations and values as listed. House PACKAGE: Demilec Closed Cell Spray Foam installed in Attic Slope at 4"(R-30) R-13 3.625 X 15.25 Kraft Faced Fiberglass installed in Ceiling Slope ICYNENE Open Cell installed in Attic Slope at 11.5"(R-42) R-13 3.625 X 15.25 Kraft Faced Fiberglass installed in Attic Slope Demilec Closed Cell Spray Foam installed in Attic Slope at 4'(R-30) Demilec Closed Cell Spray Foam installed in 2 x 6 Exterior Walls at 1.5"(R-11.2) R-13 3.625 X 16 Unfaced Fiberglass installed in 2 x 6 Exterior Walls Demilec Closed Cell Spray Foam installed in 2 x 6 Exterior Walls at 3"(R-22.5) Demilec Closed Cell Spray Foam installed in Joist Ends at 3"(R-22.5) White Caulk 10.1 oz Tubes installed in Insulation Phase Items Fire Caulk(Red) 10.1 oz installed in Insulation Phase Items Soudal Window and Door Foam installed in Insulation Phase Items Solar Guard RB Perforated installed in Insulation Phase Items WindBlocks installed in Insulation Phase Items R-13 3.625 X 16 Unfaced Fiberglass installed in Sound Walls Basement PACKAGE: R-3010 X 16 Kraft Faced Fiberglass installed in Basement Ceiling ICYNENE Open Cell installed in Basement Joist End at 5.5"(R-20) White Caulk 10.1 oz Tubes installed in Insulation Phase Items Soudal Window and Door Foam installed in Insulation Phase Items Fire Caulk(Red)10.1 oz installed in Insulation Phase Items GARAGE PACKAGE: R-3010 X 16 Kraft Faced Fiberglass installed in Garage Ceiling R-19 6.25 x 15 Kraft Faced Fiberglass installed in Garage Walls Tony Costagliola Z"o Vice President 1 ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ✓ 3 C FOUNDATION (2ND) SiR ItA ova owe 6v-v ROUGH FRAMING& ( S ,l PLUMBING t l'h y bW 0 fel Ava d a •d3 01raa l 1.4sa 14 i/lb l �Q S le IX I?�ePoWcaQ.. b!� cavice• - y INSULATION PER N. Y. STATE ENERGY CODE i. t FINAL —A�* Coz ADDITIONAL COMMENTS 3 z3 23 19'2.9. u o P c o Yx-c.* 7rz) 7 C v .Ser v c c..G � r 2 3 c t2 oo rG So S75- iv.'� Trtcc 13- 1-A4 ak (ve 1oC . — 0 4 E r�- b � z �1 y �o�gUfF0 Gy4 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy • �� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.izov Date Received APPLICATION FOR BUILDING PERMIT qq For Office Use Only HJAN 2 7 2023 PERMIT NO. LD Building Inspector: J44 dUPWIIYV UEPT. Tom OF SDI%T#4nLD Applications and forms must be filled out in their,entirety:Incomplete applications will not be accepted.-Where the Applicant is not the;owner,an Owner's Authorizationform(Page;2)shall be completed. Date:January 27, 2023 OWNERS)OF PROPERTY: N 1.ame:Lisa & Liam Martin SCTM#1.1000-70-04-39.1 Project Address:1640 Calves Neck Rd., Southold, NY 11971 Phone#:516-250-7052 Email:liamaonti@yahoo.com Mailing Address:P,O.Box 165 Orient,.,NY. 11,957„ CONTACT PERSON Name:Elizabeth,Thompson, Architect Mailing Address:P.O.Box 464 Orient, NY 11957 Phone#:917-848-1541 Email:et@elizabeththompsonarchitect.com -DESIGN PROFESSIONAL.INFORMATION: Name:Elizabeth_Thompson Architect- Mailing Address:see above Phone#: Email: CONTRACTOR'INFORMATION: Name:T.B.A. Mailing Address: Phone#: Email: DESCRIPTION.OF'PROPOSED,CONSTRUCTION ❑New Structure BAddition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $500K [Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? []Yes ®No 1 PROPERTY INFORMATION Existing use of property:Sin le, Family Pwpiling Intended use of property:Sin le Family,Dwellin Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 8No IF YES,PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Coder APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New Yorkand other applicable.Laws,Ordinances or Regulations,for the construction of buildings; addltlons,alteratlons or4bi r removal or demolition as,herein_described.The applicant agrees to comply with all applicable'laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor,pursuant to Section 210.45 of the Newyork State Penal Law. ' Application Submitted By(print name):Elizabeth Thompson INAuthorized Agent ❑Owner Signature of Applicant: Date: Jan. 27, 2023 " 'CONNIE D1 BUNCH'' Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,20A 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 therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� (see attached) residing at do hereby authorize 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 Buildine Department Application AUTHORIZATION (Where the Applicant is not the Owner) I,�{�' 1��� residing at (Print property owner's name) (Mailing Address) do hereby authorize , (Agent) 1z,rdy to apply on my behalf to the Southold Building Department. / / p l Z2 (Owner's Signature) (Date) (Print Owner's'Name) tiff Qt,y��o BUILDING DEPARTMENT- Electrical Inspector O Gym TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (6-31) 765-9502 rogerr(@.southoldtownny.gov - sea ndCa)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: le",\,. o s� Electrician's Name: ea 6,,+ License No.: AA - �Sd 5-c Elec. email: Elec. Phone No: S'(6- nl,t_7 t t 1 ❑I request an email copy of Certificate of Compliance, , Elec. Address.: fo 9&K j 1 �— Cc �� .. A l l 2�_ JOB SITE INFORMATION (All Information Required) Name: Address: M C49 G,J&-es Cross Street: /,NI Phone No.: 5'/6 02 BIdg.Permit#: email:_ peter , Vic,/;�6-e, c „� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION-OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square F 9-�-(G o Circle All That Apply: Is job ready for inspection?: YES 0 NO D1fough I Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters - Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ` o� i I 1 yl 123 ��� � oZ QO .� �2c a (0 e 0-- 40 a-9 PERMIT F!„ Address: Switches Outlets GFI's Surface Sconces H H's UC its `Fr e � f 1 e Fans �i 'i' HW Fridge Exhaust I1 ft Oven C-�' I/ �G' �C5�uPA WAD Smokes 4 DW Mini Arbon Micro I Generator 2-,�� I-, _ Cooktop -&Ylq Service aC \ AH Hood Amps Have Usec .pedal: LXJ �(J :omments r l Scott A. Russell J�ogUFFtg��G ST0]kMWAT]E K SUPERVISOR AWA,NA,G IEMIEN'7F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: 15 u A o� So N Date: (PrmU Contact Information: of�2liZw( 'I`�.ow�pr„enarc�.i-�.e -•co�, (E-Mad&Telephone Number) Property Address / Location of Construction Site: UoAc> Gf-t'ves Nt c4c- Q..n S.C.T.M. #: 1000 District 7o o4 39 • I 1� I 1C 11 W/ I Section Block Lot JAN " I'll E dUILUING DEPT 70WN09bMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Adre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. k q z Reviewed By: 1 Date: 3� POP M # CM(P-T(l¢C)rrnhar 9n i o � ecc_ l ' ej , 1130 PROPERTY INFORMATION Existing use of property:Single Family ®Welling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances orRegulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Elizabeth Thompson ®Authorized Agent ❑Owner Signature of Applicant: ` Date: Jan. 27, 2023 CONNIE D. BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2(9� 04 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 therewith. Sworn before me this � � i �� day of 20 0 L Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, (see attached) residing at do hereby authorize 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 c,� Fi7Ei r' B J LDING DEPARTMENT-Electrical Inspector JUL 1 1 20 —'' TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 .DING Southold, New York 11971-0959 ,.1T*D+�EFT; ,;-P,"T`elephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcD-southoldtownny.aov— seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/7/2023 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevech License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 631-383-8502 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO Box 512 Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Lw%, 4- LiSot� mo,,�&n Address: 1640 Calves Neck Road, Southold Cross Street: Harper Road Phone No.: 631-383-8502 Bldg.Permit#: qgq aq email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): N w aaa "p unJ rgra J S-e�vcG� , G Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: FV-1 YES❑NO Issued On Temp Information: (All information required) Service SizeR11 Ph❑3 Ph -Size: 200 A # Meters 98345884 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectE3Cnderground❑Overhead # Underground Laterals P1 1 2 ✓ H Frame 0 Pole Work done on Service? El Y ON Additional Information: PAYMENT DUE WITH APPLICATION r i-----------------------------------.. ®�osv�Eoc OG � BUILDING DEPARTMENT-Electrical Inspector H TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # Date 2023 Customer Name Electrician Name reeax S Address Phone e-mail e-mail e,CrV_ - ft6y4_5 .S Phone 4251 - !�'3 Lt502 License# Size ion _A Phase ! Overhead Underground #of Meters_ f Remarks #of Underground Laterals 1 2 New "H" Frame or Polel P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 1'V'5q58qq Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 dait&4arn the date above. , Authorized by IL , �W4,",- BUILDING DEPARTMENT- Electrical Inspector b TOWN OF SOUTHOLD 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(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: ( License No.: M[%_c1,�p 5--6 Elec. email: /���� ` 5 Sys Q �--z✓t Elec. Phone No: 1 q_7(ft I ❑I request an email copy of Certificate of Compliance Elec. Address.: o 13oX JOB SITE INFORMATION (All Information Required) Name: Address Cross Street: Phone No.: Koh - 9?-6 S- Bldg.Permit#: email: }e-r Tax Map District: 1000 Section: Block: Lot. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square F �o o Circle All That Apply: /d a1 . Is job ready for inspection?: YES ❑ NO lough I Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION o 1121 123 "� � oZop°�� V'ec Ca (DOSS P 46`-`1 a�9 Ares- 43,310 s.f. UNAUTHORIZED ALTERATION OR ADDITION DATE IAAY 2022 DRA411NG k JOB ND. 22-323 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR pde EMBOSSED SEAL SHALL NOT BE CONSIDERED e TO BE A VALID TRUE COPY. GUARANTEES 1 INDICATED SHALL •6f 3 ONLYY TOTHE PERSON FOR WHOM t4� THE SURVEY L: IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND --&& TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. c THE EXISTENCE OF RIGHTS OF WAY �0 B4OF ��S`/ AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. lok 0�� ,�� �Q, �0 �e► s 4° G �s cb� e / J9 161 cX` y°Q �;t 9 sr a° +\+\+ ypY91pP l a � %a 110 py 8�B cR OV NEYi Est-W 49r �1 � rS0 5S Premises known as: 1640 Calves Neck Road, Southold Certified to: LIAM.MARTIN AND LISA MARTIN Survey of Described Property EMINENT ABSTRACT, INC. (EA3151-S) situate at FIDELITY NATIONAL TITLE INSURANCE COMPANY Southold Town of Southold 1.Copyright 2023,Alphonse Pesce Jr.,Co.,Inc.Land Surveying,AA Rights Reserved. 2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,subdivision 2,of the New Yak State Education Law. 3.Only boundary survey maps with the surveyor's embossed seal are genuine true and correct copies of the surveyor's original work and opauion. 4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Cale of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom ttre boundary survey map is prepared,to the title company,to the governmental agency,and to the lending insti Wtior fisted on this boundary survey map. 5.The certifications herein are not transferable. 6.The location of underground improvements or encroachments are not always known and often must be estimated.ff any underground improvements or encroachments exist or are shown,the improvements or encroachments are not covered by this certificate. 7.The offsets or dimensions shown from the foundation to the property lines are for specific purpose and use and therefore are not intended to guide the erection of fences,retaining walls,pools,planting areas, addition to strictures and any other construction. 6a•60' L�41'�'•s In N PIN C z M+;Tpic,METER OP- 0 DRAINAGE Qc, d DRAINAGE 8' HIGH WIRE FENCE to 1 o r N 00 GATE p SHED /+ O POOL be �1 EQUIPMENT aP 22B M BLUE STONF O b2 p 8.8 T 1 STORY CIO IT.P STONE 21.6' 1sa 14Z OVERHMG a) DRIVEWAY g R14# HIGH It 46.T a o Cn 1 STORY 1 STORY CJ1 FRAME I ^' x A97 nWEL�INC 1 TAX 76' - 4 - 50.8' aOC W LOT x 0 O 50 1Z0°D GDOWOR rx+ - 1 STORY x 27.T = 64.4' eaao DOOR Frt ce'- TAX ev LOT m GATE 39.1 Q GE —n DRAINAGE M OD m C W OD W GATE W Q7S r—+ ;IN UT 14. SET 8' HIGH co WIRE F iV S50022'QO"W C N LI K a MON r, CE FND TAX LOT 189.10' 41 NOTES: -Non-visible easements,recorded or unrecorded are not shown. -Underground foundations or substructures not visible are not shown. FINAL SURVEY: 1640 CALVES NECK ROAD 1 Dr n S P PS rP, J r. TOWN OF SOUTHOLD COUNTY OF SUFFOLK,STATE OF NEW YORKrufpssiuntxl [ttnb 3ururVar MAP OF DESCRIBED PROPERTY DIST.:1000 SEC.:70 BLOCK:4 LOT:39.1 N.Y.S.Lic.No.048365 SURVEY DATE:OCTOBER 5 2023 JOB:23-442 STAKED:OCTOBER 25,2023 5 CIRCLEDALE LANE FINAL SURVEY:JULY 14,2024 HOLBROOK, NEW YORK 11741 =39 631-413-3002 J U(._ 1 2024 DIUMDINIG DE,PT. T-111 I"I S 11"rT.i01 �' Generated by REScheck-Web Software Compliance Certificate Project Martin Residence Southold Energy Code: 2021 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 315 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1640 Calves Neck Rd. Elizabeth Thompson Southold, NY 11971 Elizabeth Thompson Architect P.O.Box 464 Orienr, NY 11957 9178481541 et@elizabeththompsonarchitect.co m trade-offCompliance: Passes using UA Compliance: 1.8%Better Than Code Maximum UA: 283 Your UA: 278 Maximum SHGC: 0.40 Your SHGC: 0.19 The%Better or'Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Ceiling 1: Flat Ceiling or Scissor Truss 1,840 60.0 4.5 0.021 0.024 39 44 Ceiling: Cathedral Ceiling 650 41.0 4.5 0.023 0.024 15 16 Wall: Wood Frame, 16"o.c. 350 21.0 4.0 0.045 0.045 2 2 Orientation: Front Door: Glass Door(over 50%glazing) SHGC: 0.20 21 0.320 0.300 7 6 Orientation: Front Window:Wood Frame SHGC: 0.20 295 0.300 0.300 89 89 Orientation: Front Wall 1:Wood Frame, 16"o.c. 640 21.0 4.0 0.045 0.045 29 29 Orientation: Left side Wall 2:Wood Frame, 16"o.c. 345 21.0 4.0 0.045 0.045 16 16 Orientation: Back Wall 3:Wood Frame, 16"o.c. 800 21.0 4.0 0.045 0.045 28 28 Orientation: Right side Door 1:Glass Door(over 50%glazing) SHGC: 0.16 175 0.300 0.300 53 53 Orientation: Right side Project Title: Martin Residence Southold Report date: 01/22/23 Data filename: Page 1 of 2 Additional Efficiency Package(s) Not applicable Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designedito meet the 2021 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory req en li ed in�heEScheck Inspection Checklist. �L1A4�Fi- ETff ��c PSoN !�-� i ZG Name-Title Signature Date Project Title: Martin Residence Southold Report date: 01/22/23 Data filename: Page 2 of 2 _ A(pi t :_ 4. - - _--------- -- -- - --- - -- --- - _ AMENDMENT ' " ►• _ � , � �1 as a�- - �, . -.-- t _. • " 1-- . - f 6 tU J. , _ W__ _— . 1 - _ t tzp .. I --.. • . � c =4 4-11 73 . - --- - - XX —EF . �NCIDoJ Date 'L rrps on Architect Elizabeth Thoi 1 � a P.O. Box 917-848-1541 Title_. I —__. _ __ L Orient NY 11957 ! a _ Scab • --------____ tcGv °. . _ -_- =-- www.elfza - ththo onarchf t.com - " :� I— k be mps 'tec r 4r R-Oft o� APPROVED AS NOTED COMPLY WITH ALL COD ES OF DATE J I-a3 B.P.#`tK9-29 NEW YORK STATE & TOWN CODES FEE: �a�• D BY AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THESOUTHOLD TOWN FOLLOWING INSPECTIONS: ..,'✓.�;ycam:`i f.•�,..� 1. FOUNDATION-TWQ REQUIRED SOUTHOLD TOWl11# JNING 80ARD { FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING SOUTHOLD TOWN TRUSTEES 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL N.Y.S.DEC MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES-OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM V ATE RU O74 PUISUANT TO CHAPTER SM ELECTRICAL ()F THL TOVM CODE. INSPECTION REQUIRED Anoxterlorlighting PLUMBER CERTIFICATION justaqed,replaced or ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY rl��aircd shalt Conform to Chapter VZ SOLDER USED IN WATER of the Town Code SUPPLY SYSTEM CANNOT EXCEED 2MO OF 1% LEAD. DO NOT PROCEED WITH O PLUMBING UNTIL SURVEY OF FOUNDATION LOCATION -ALL PLUMBING WASTE HAS SEEN APPROVED. &WATER LINES NEED TESTING BEFORE COVERING All exterior lighting Blower door installed,replaced or and ductwork repaired shall conform testing required. to Chapter 172 of the Town Code Fire separation TRUSS Pul<CAFt01NG REQUIRED required w per NYS Code 1 • 1640 Calves Neck Rd.,. S®uthold9 NY Tax Lot N®a 1000-70-04-39.1 Lot Area 4393101 sf 49 \0 4 List of Drawings ;R\ 1 Site Plan 2 - General Construction Notes 3 Existing Basement Plan 4 Existing First Floor Plan 'Cn"� 5 First Floor Plan aQe+ ('rc 6 First Fl. Reflected Cl & Electrical Plan 7 Roof Plan S North & South Elevations f 9 East& West Elevations j -_ - - L-I - ►----, 10 Interior Elevations-Living/Dining ! 11 Interior Elevations -Kitchen & Plans — 12 Interior Elevations -Baths & Ldy. 13 Interior Elevations & Typ. Wall Section � 14 Schedules-Doors & Windows 15 Schedules -Lighting - �— 16 Schedules-Plumbing & Plumbing Riser Diagram 17 Structural -Foundation & First Fl. Framing` g Plan I 18 Structural - Roof Framing Plan 19 Structural -Plan & Sections- Living/Dining 20 Structural Details I __ 21 Structural Details & Notes TV ,lob Date Elizabeth Thompson Arch! t I,(o � �`��=� u ' �/Z7f �°ram P.O. Box 464 917-848--154'1 Title Scale Orient, NY 11957 v�PPAv.elizabeththo��psonarchitecE.com Ge- eral Mechanical,Electrical&Plumbing Notes. _ General Construction Notes - -All plumbing shall conform to NYC plumbing code. -Construction shall be performed in.a manner that will protect the workmen,the public and the adjoining property owners from injury. -A licensed plumber.shall be required to file a plumbing application with the Dept. of -Contractor shall inspect the site and,shall verify al'existing conditions and di Bldgs. dimensions prior to the signing of the contract. Any discrepancies shall be reported. to the Architect of Record prior to commencement of work,or the contractor will be -All plumbing shall be done by a licensed plumber. responsible for the same. -All surfaces shall be patched and repaired as required where said work has caused -All electrical shall be done by'a licensed electrician, who is required to file an damage. . electrical application. -Contractor shall be responsible for adequately%bracing and protecting all.work during construction against breakage, damage, collapse, distortions and misalignments ' -Proof must be provided by an electrical contractor that there will-be no overload to according to applicable codes, standards and good practice. the main circuit of this apartment and/or that of the building. -Where the demolition of the existing Wall is to be performed,.the structural integrity and fire rating of the building must not be compromised. , New electrical wiring,equipment and fixtures shall be supplied and installed -In no such case is the contractor to perform any channeling of the structural slabs.'or throughout beams without prior permission from a licensed structural engineer. -All dimensions are to finish unless otherwise indicated. -Conduits in fire rated partitions shall not exceed%/ diameter. Outlets in such -All masonry walls are to be carried up-and secured tight against roof deck, steel or partitions mill be backed up with approved materials. slab above unless otherwise indicated. -Contractor shall obtain all certificates of completion for all work performed -Where pipes,wires,conduit,.ducts etc.pierce fire protection of individually encased Contractor shall submit a release of liens certificate to the owner before final structural members, such penetration shall not exceed'2% of any one face of such payment: protection and shall be closed off with close fitting metal escutcheons.or plates(C26- -Contractor shall submit all shop drawings to Architect for review and approval prior 502.2A. to fabrication. -Ali steel:lintels over openings greater than 4'=0"shall be fireproofed-with wire lath - -If gas lines are required to be rerouted and/or removed from service,the division of in 2"P.C.mortar per C26-502.4. The'length of such lintels shall be 1,-4"longer than gas for Con Edison,as well as the tenants who are serviced by the gas riser line to the :masonry opening- sub ject apartment,,should be contacted. Con Edison also should be utilized to turn off -Provide and install flashing at exterior lintels and under sills if being replaced these service,and purge these lines prior to the Contractor performing the proposed -All new gypsum board surfaces shall be taped,spackled and sanded smooth. Metal work. _ - edge trim and corner beads shall be used where required. -Prepare.for painting and paint all new and existing surfaces. -The proposed new plumbing fixtures must comply$with the low flow plumbing -All Bathroom doors shall be undercut as required to allow for air ingress. fixture law,which was accepted on 11115/89 and revised on 12/30/91. This law now -All closets shall have new wood shelves and metal hangrods unless otherwise noted'. states that faucets and showerheads are to have a flow not greater than 3 gallons per K - F, minute and that toilet have a flow not greater than 1.6 gallons/cycle. 3M HVAC:_Controlled Inspection -A lead shower pan is required in new shower enclosures and below new bathtubs. A controlled inspection for Fire Dampers (under HVAC) is required for any project that n ' tl G. involved a new HVAC stem or if the project involves a modification to existin where ' � ' e t' -Contractor shall obtain all certificates of completion for all work performed s3' P J .g ;t fire dampers are being installed(per LL26/04 effective 10/22/04. If this does not apply; ° - -. g approval prior men disre and on TR-1. Contractor shall submit all shopdrawings to architect for review and g .�a a ' to-fabrication. ._ Job J Date Elizabeth Thompson Architect I�4I1D 4411v5s, N PP"- - 15I0L)1 _-aLID IQ` P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 www.elizabeththompsonarchitect.com �' 1% t i C�4 - r P ���� �r� God-P�`��� Ic`��.- � :`��� � - -. -- - 5 i® I g 1q''i'rluc -- a tBa r,'w. I ' I Job Date - Elizabeth Thompson .. Architect I t.,4T �Awc-,s wV-1VI P->. Q.O. Box 464 917-848-1541' Title Scale Orient, N` A 1957 -- '-'— - y>> Anii.elizabeth•thompsonarchitect.com i — 71 ---ro - -_ - --- - k—rc I • � � 1 II it 1 i o I s I not Y.h w .v� Jab Date OG l P54< I?>El{zabe 3 -Thompson _ - I P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957in _ i_ _ _ _ _ _ _ r = — -- — — vimroi.elizabeththompsonarciiitiect•com — �_ K=1 a — — — — - I i --�'.1 _► _ . ii . I ..__'- �� • ?�- - �o!'-_ Al � DID AW Wol ok -- i it - � - ' `�•�_ i � ,. _.,.. ,., -=-ram .__._._. - - -_ -- - ---- -_-____- -- �g = J h'( [�` - - yam,'=Qe " \, r � . "•I p "� �}f,air;T! , wv UF .lob r Date f�: I Eliza' beth Thompson Architect _ T I �'I`��i� '`�— '�� � I. P.O. Box464 917-848-1541 Title Scale j II ' AM -1 Orient, NY 11957 . www.elizabeththompsonarchitect.com �t� { ve- i (� s i 1 Ir PW - _- _ - - -- ON Qa s- r \� FANti `= I f I - .lob Date ' , - = Y; --- - -- --- Elizabeth Thompson Architect , P.O. Box 464 917-848-1541 Title Scale r Orient, NY 11957 ° — www.elizabeththompsonarchitedt.com ryrg V- -- - - - aq 19NI4 PI I � Job I��� G��u�•I��� �. Date I Elizabeth Thompson Architect u H"r I/9'7[0 _ I 1 P.O. Box 464 917-848-1541 Title Scale '— — — — — — — -- - Orient, NY 11957 q 1 II www.elizabeththompsonarchitect.com , �° 1 ILH 23 • , u H 0.Pf 4 P,,Sv*° 10 W i air 1 -1 IT 73 • � - � ®�i8��y97 Gobi Date Elizabeth Thompson Architect' u � P.O. Box.464 917-848-1541 Title Scale - Orient, NY 11957 www.elizabeththompsonarchitect.comI_- I _ r . r 111 FEE I J _ I I-- . 3 ' i i i Pr i If _1q 19 SOW Elizabeth. Thompson Architect JobI O eA�`!C PGA �D- Date y - P.O. Box 464 - 917-848-1541 Title Scale Orient, NY 11957 ,�� ' www.elizabeththompsonarchitect.com. t 1 � ' 'i - -- - --- -- - - - Q ---- - JI i — — ------ -- --- Job /-� _ I ���%� (/r-rt��l U� i-i�G� �, Bete Eiizabeth- Thompson Architect �, 112// P.O. Box 464 917-848-1541 Title V Scale _ Orient, NY 11957 www.elizabeththompsonarchitect.com - -43 t4FAILIO _ I � l.YDI•! f D o P VIA - - - IM �1G ' iLl hf p - (-#- - ._.. e . f P14 I ,� ------ --1 i F. 1 , _ .lob Date GkL'v E� IQ,-- . Elizabeth Thompson . Architect P.O. Box 464 917-848-1541 Title Scab , Y Orient, NY 11957 www.eIizabeththompsonarchitect.com ' - � e -- -- - IbLI _ --I--- I�Fsf' `-= -� .I•. .I- ®.-1i/ -- s' 41 - - PA-t-t'T ; - gyp'I L 1 I •. -- — _ -- --------------- 10 __.� . .. I kd I�1{.I '_ k°. ( 1( — __.�"�E"/- - '� s ,otS^'..• t �f ��r _ S Ali 1-7 0174 -.. .M, °.OAS Ql \SUS , l .fob Date Elizabeth Thompson Architect JLAa �Y�'s P.O. Sox 454 917-848-1541 Title Scale Orient, NY 11957 www.elizabeththompsonarchitect.com 1 � �'�� 44 vtp- 51 -_- -I1- _.._ - _ '- Af _.._ . • . . �• � , � �?��i�', PLC'\kP� ��� - D � 14 J �7 Job Date Elizabeth Thompson Architect I(a4o6k `5 p� W . w;, l �r P.O. Sox 464 917-848-1541 Title / Scale - Orient, NY 11957 t www.elizabeththompsonarchitect.com ' Door Schedule �— Window Schedule Door# Size (W x H x Th) Type Threshold location Remarks Wdw# Anderson # Rough Opng. (WxH) Location Head hgt. Remarks _ 1 +/-5'-0" x 6'-8" x V.I.F. A alum. Entry Hall Simpson Entry Dr#7403 1 CW14 2'-4 7/8" x 3'-0 1/2" Entry Hall 6'-8" Fixed sash "contemporary"w/12"sidelight,ptd.to match 2 CW14 2'-4 7/8" x 3'-0 1/2" Bath 1 6'-8" garage drs. 3 CW24/2-A251 4'-9" x 6'-0 1/2" Bedrm 1 6'-8" Egress, fixed awning 2 4'-0" x 6'-8" x 13/8" C none Entry Hall Cl. 4 CW24/2-A251 4'-9" x 6'=0 1/2" Bedrm 1 6'-8" fixed awning-"- 3 2'-0" x 6'-8"x 13/8" B none Lin. Cl. 5 CW14/A251 2'-4 7/8" x 6'-0 1/2" Bedrm. 2 6'-8" fixed awning 4 2'-0" x 6'-8"x 13/8" B none Closet 6 AX251 2'-4 7/8" x 2'-8" Shed 6'-8" 5 2'-6" x 6'-8" x 13/8" B stone Bath 1 7 CW24/2-A251 4'-9" x 6'-0 1/2" Bedrm 2 . 6'-8" Egress,fixed awning 6 2'-8" x 6'-8"x 13/8" B none Bedrm. 1. 8 CW14 2'-4 7/8" x 3'-0 1/2" Bath 2 6'-8" 7 2'-4" x 6'-8"x 13/8" B none Bedrm. 1 Closet 9 3-CXW14/3-A31 9'-1%" x 6'-0%" Sunroom 6'-8" fixed-awning 8 2'-8" x 6'-8" x 13/8" B none Bedrm. 2 10 5-CXW14/5-A31 V.I.F. Sunroom 6'-8" fixed awning 9 2'-4" x 6'-8" x 1.3/8" B none Bedrm. 2 Closet 11 CXW14/A31 3'-0%" x 6'-0%" Sunroom 6'-8" fixed awning 10 2'-6" x 6.'-8",x 13/8" B stone Bath 2 12 CXW14/A31 3'-0%" x 6'-0%" Sunroom 6'-8" fixed awning 11 5'-0"x 6'-8"Andersen D alum. Sunrm. FWG 5068R 13 CW14/A251 2'-4 7/8" x 6'-0 1/2" Sitting 6'-8"- fixed awning ' 12 - 5'-0" x 6'-8" D alum. Sunrm. FWG 5068R 14 CW14/A251 2'-4 7/8" x 6'-0 1/2" Sitting 6'-8". fl`xedawning 13 5'-0" x 6'-S" D alum. Living FWG 5068L . 15 CW24/2-A251 4'-9" x 6'0 1/2" M. Bedrm 6'-8" Egre fixed awning 14 5'-0"x 6'-8" D alum. Living FWG 5068L . 16 CW24/2-A251 4'-9" x 6'-0 1/2" M. Bedrm 6'-8" fixed awning 1.5 5'-0" x 6'-S" D alum. Sitting Rm. FWG 5068R 17 CW14/2-A251 2'-4 7/8" x 6'-0 1/2" M. Bedrm 6'-8" fixW awning 16 3'-0" x 6'-8"x 13/8" B none Sitting Rm. Pocket door 18 CW14/2-A251 2'-4 7/8" x 6'-0 1/2" M. Bath 6'-8" fixed awning 17 3'-0"x 6'-8"x 13/8" B stone Laundry 19 'CW14/2-A251 2'-4 7/8" x 6'-0 1/2" Walk-in cl. 6'-8" mixed awning 18 2'-4"x 6'-8" x 13/8" B stone Laundry 20 CW14/2-A251 2'-4 7/8"x 6'-0 1/2" Laundry 6'-8" fixed awning 19 2'-4" x 6'-8"x 13/8" B stone Laundry 21 3-CW13 V.I.F. x 3'-0 1/2" Kitchen 6'-8" 20 2'-8"x 6'-8"x 13/8" B none M. Bedrm. 22 CW24-fined 4-9 x 4-0/ Garage sill hgt 3 above slab 21 2'-6"x 6'-8" x 13/8" B none Master Closet 23 CW24-fixed . 4'-9" x 4'-0%" Garage sill hgt 3' above slab 22 2'-6"x 6'-8" x 1'3/8" B none M. Bath - 24 CW24 4'-9" x 4'-0%" Garage sill hgt 3' above slab 23 2'-8"x 6'-8"x 1 3/4" E alum. Garage new Fire rated Door 24 3'-0"x 6'-S"x 1 3/4" E alum. Garage Notes: 25_ 2'-4"x 6'-8"x 13/8" B none Pantry Pocket door -All windows to be Anderson casement, awning or as otherwise noted, thermopane, low E, vinyl-clad, Dark Bronze color. ----------- r E © r,5 r AV,,, . A01A Q\ 1�. PPIEL - 73 — —- --- ---- -- ——-- -- -- - ---- — - 1LL - y� i �A I Job Date __ � � �_ - �_ Elizabeth Thompson . . Architect � `1' ,_ P.O. Box 464 917-848-1541 Title Scale t;�4� ° � _ Orient, NY 11957 ;' www.elizabeththompsonarchitect-com ` - ' #' _ 7002. VP Ddwj-�2 I t ` r ' OF t . Job Date Elizabeth "Thom son Architect MO ��� �� pp WY f /Z7/Z_�7 of �� P.O. Box 464 917-848-1541 Title Scale Orient, NY-11957 � 'j rid ��, `L I www.elizabeththompsonarchitect.com Ly - - - - \`�i: lj---°\ { Oil r 9 , Job date ` Elizabeth Thompson Architect I ® © N�-,Ef17, 2'�f Z - L)t� , DIY P.O. Box 464 917-848-1541 . Title Scale Orient, NY 11957 -� www.elizabeththompsonarchitect.com /17rI4Ik ' Q An • - SA ' _ I ,�-- - - --- - L l b I , • , i - - — •� L a Go G9-- VA 03 go�Vd tit . - Lr SvFi--9i I�1 0�� - Job 4 Date _ ' �►� e � � Elizabeth Thompson Architect �� ' � ` � I P.O. Box 464 917-848-1541 Title Scalea Orient NY 11957 G 'ylfMinimum ���` i www.elizabetht �l'U U�,�� �_ - 0j 1 . ; hompsonarchltect.com �,2 � ) . 7 y �;o op - - -_�- �T �'- ,�xIo - A1011 v 9 - ' '-j— rt ,I _qS F A16- Il `fs - --- - - — - - - - - - -- c�. _t xa� 4t� 11 _ t t A4 I Job I Date •I � � Elizabeth Thompson Architect l I 1 P.O. Box 464 '- . 917-848-1541 Title Scale !�-- _ _ _ i-_ - Orient, NY 11957 � - '? �vwvmr.elizabeththompsonarchitect.com QU X ILI = I - -- — -W _60-fI6�-- .41� 1�C. V. J. Ar a^5 s• ,r Job Date ' P Elizabeth Thompson Architect- c> �vo�;' 'u' PP 11?7/� P.O. Box 464 - 917-848-1541 Title Scale Orient,.NY 11957 p T ► www.elizabeththompsonarchitect.com STA 20 GA.GALV. STRAP RIDGE S AP-- - L GAGE w/ 5-8d COMM_ON NAILS IN RIDGE STRAP--FAP,- ALL ROOF RAFTERS EACH Fyn L'16 G.C. TYPICAL.. CLIP `��•. / 1 TYPICAL. / r.--2 x 6 TIE t°EACH RAFTER 1 / \ / IN LIEU OF STRAP. `\ 1 1/4- x 20 GA.GALV.STRAP /_ICE SHIELD UNDERLAYMENT wl .016-8d COMMON NAILS TO ntGUiRED- 24" FROM EDGE FD �> FDN O.C. - --—1AST37 METAL STRAP \\� ALTERNATE POSITION OF I'JACK POST HURRICANE CLIP USE Z w/4-6d NAILS V48" I SIMPSON H3 EACH END-TYP. I L-U MAX. t t:' 4-Ed NAILS TYPICAL / x / I SIMPSON H2 HURRICANE—� OL;P�:11LeD.FROM/ AFTER TO STUD- - NAILS (' - ! IV ry _'.q'-��•. 1 -8d COMMON NAILS �° 4"O.C. AT WLs_T6-SILK— ryollC,gL ALL RAFTER EXTERIOR EDGE OF ALL ( ;:y�:ry.,`.^:-{. PLATE_ _pIyi1 5- 8d NAILS EACH END SHEATHING. wax ' �12ER APA RATED PLYWOOD TO EXTEND TO TOP OF TOP —SIMPSON MST27 PLATE. + - 1 1/2_.WIDE-20 GAGE METAL STRAP 046"OC. MAXWUh4 MST37 METAL STRAP I-JACK POST j MST27 La STUDS CANTILEVER OVER I=OUNDATION � � TOP OFFOLO-VATION EACH END"TIYP.(04$ G.C. DOUBLE TOP—/' PLYWOOD SHEATHING TO PLATE OVERP BOX BEAM- OP + BOTTOM, I STUDS_ IF B c 10° 1 t' I I- =�--- ---t.:. t_--' '�--' � 10°<0 G'45° am. ` -- - EL EVATION 4 - Ed NAILS GABLE ROOFS e 10 GABLE ROOFS I ( 4WRAP 4d NAILS I RAP 6 10°<6 C 45° HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ARO,IND SILL PLATE AT ANCHOR BOLT SIMPSON MST27 `I 1/2-WIDE - 20 GAGE / METAL STRAP 3148-OC. NAIL SHEATHING TO SILL PLATE _ v Ed NAILS P 4-O.C. _ PROVIDE Bd CObMON NAILS P 4'O.C. AT t4GH PRESSURE ZOP€-B"O.C. 1 - 'S HEiSAR h -t--'-7 AT NTERUR PORTIQ4S OF ROOF-TYP. - < 2 x 6 SILL PLATE ACO TREATE F h I SEE FOUNDATION DWG. q e'b-� e r FOR DESIGN. w1 F f� 1o71 BeFR.�C�m -:. 10°<B c 300 I , rC�s Hp ROM - ��� r.Y Io°c e c 30° v:s PROVIDE Bd NAILS 1`4-O.C.AT PERM£TER INTERIOR PORTIONS OF PMIELS IN HIGH PRESSUREJob Date ZONES. C. Elizabeth Thompson Architect NOTE:e=4 FT.IN ALL CASES ✓L U 11 t+�}��/ ���/ t P.O. Sox 464 917-848-1541 Title 1 Scale Orient, NY 11957 Ie COMPONENT AND CLADDING PRESSURE ZONES i wwvi.eiizabeththompsonarchitect.com � � '``— P'�� ��`� p '� CONCRETE NOTES Joint Description - Nall Shea Nan GENERAL NOTES " Spacing 1. DESIGN, MATERIALS'&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE 1 ALL WORK MATERIAL.AM EOLN%ENT SHALL BE N 12. THIS DRAWING, 16 AN LSTRIAMENT PFEPARED TO ROOF FRAMING BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE - ACCORDANCE WITH THE NEW YOR( STATE INFORM FACILITATE COMTMC71ON AM SHALL NOT BE AMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN BUILDING CODE,AND THE NEW YORt STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND Rafter 10 Top Plate (Toe-nailed) J - 0d CONSERVATION CODE.AND LOCAL AUTHORITIES. OWNER Celling Jalst to Top Plate(Toe e - 3 - ad per rafter STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI. AT 28 DAYS Celnn Jelsl to Parallel potter Face-nulled per 1OI°t EXCEPT CONCRETE SLABS WHICH SHALL BE 4000.PSI. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A kl. SEWAGE DISPOSAL SY67EM AND FRESH WATER 9IPRY q ( ) 3 - lad each lap - MN MUM 28 DAY STAENGTH OF 30M PSI SHALL BE DESIGNED AND BUILT N ACCORDANCE Cening Jolsl Laps over Partitions (Face-nolled) 4 - tad each lap WITH THE fRFFOLK COUNTY OEPMTMEM f7F HEALTH Collar g to Ratter (Face-nulled) 2 - Bd per Ile 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + DEG. F.. IF 3. ALL LUMBER$HULL BE GRADE STAMPED DOUGLAS FR- Bloeklnq to Roller(Toe-nalled) 2 - ad each end LARCH STRUCTURAL GVLDE 42 OR BETTER - H. THIS STRUCTURE HAS BEEN DESIGNED N Rim Board to Roller(End-naffed) - 2 - IBd each end POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM ACCORDANCE WITH 7HE NEW YCRK STATE ENEROT FREEZING FOR A PERIOD OF 14 DAYS. 4. PROVIDE DOUBLE HEADERS AND TPIMERS AT ALL CONSERVATION CODE. WALL FRAMING - STAR AND FLOOR OPENNGI POSTS AND PARALLEL PARTITIONS,EXCEPT AS NOTED ON DRAWING. IS ENGINEER TO BE NOTIFIED N WRTNO OF ALL Tap Plate to Top Plate (Face-nailed A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH TARPS CHANGER PRIOR TO AND DURIJG CONSTRICTION 2 - lady r fool FLOOR B TO BE PROVIDED FOR ALL EXCEED S AND Top Plates at intersections(Face-nailed) 4 - IBd )oinle-each aide FOR PROTECTION FROM WIND FOR A MINIMUM OF'3 DAYS AFTER FLOOR BEAMS. SPACING NOT TO EXCEED&0 FT. IB ELECTRICAL AND MECHANICAL COMPONENTS TO BE Stud to Stud (Face-nolled) 2 - IBd 24'o.c. POUR. DESIGNED AND SPECIFIED BY OTHERS Header to Header (Face-nalled) I6d 16'o.e. along edges B ALL DIMENSIONS MO GRADE CONDITIONS TO BE Top or Bottom Plate to Stud (End-nailed) VERIFIED BY COMRACTORSI PRIOR TO START OF 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 2 - lad per 2=4 stud B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD CONSTRUCTION��ORRDEEN IN�D FOR ASS'LS COAT EPDXY PA. ALLDIAME FASTENERS TO BE A6TM z - I6d per 2=6 stud HEAT AND PROTECT FROM WIND FOR A PERIOD OF'14 DAYS AFTER BEARING CAPACITY OF TWO 121 TSF AND GRADES •• 2 - IBd per 2=B stud POUR. LESS THAN 5% CONTRACTOR SHALL VERIFY THAT I& CONTRACIOR SHALL OBTAIN ALL PERMITS AND THESE CONDITIONS ARE MET. ALL FILL BENEATH NSLOANCE NECESSARY TO PROTECT THE ENOSEER Bottom Plate to Floor JoisLBand)olsl,EndJofal or.Blocking (Face-nolled) - 2 - I6d" per fool r CONCfETE SLABS TO BE COMPACTED TO 95% - AND OWNER 3. CONCRETE & REINFORCING MATERIALS-SHALL CONFORM TO THE FOLLOWING RELATIVE DENGITY. FLOOR FRAMING - 19. DO NOT BACKFLL AGAINST FOUNDATION WALLS STANDARDS-LATEST EDITION. T. ALL HEADERS SO FT N LENGTH AND OVER TO BE UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. Brid Id toll Too Plate 11 Girder(Toe-nailed) 4 - ad per Joist SUPPORTED ST DOUBLE UPRIGHTS.80 FT AND OVER Bridpinq to Jolsl (Toe-naned) 2 - Bd each end A. PORTLAND CEMENT AS PER ASTM Cl 50-TYPE I. BY TRIPLE LPRIG iTS. ALL FEADERS TD BE 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL Bloekklnq to Jolsl (Toe-naned) 2 - ad each end MINIMUM OF 2-2.8"CA AS SHOWN ON DRAWING. AND INBASEMENT 1 IFAPPLICABLE L P097ICN NEAR Blocking to Sill or Top Plate ( Toe-naned) 3 - f6d each block B. CONCRETE AGGREGATES AS PER ASTM C33, 314-MAX.SIZE. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA Lod gqer Strip to Beom (Face-nolled) 3 - I6d each Joist C. WATER SHALL BE CLEAN & FREE FROM INJURIOUS AMOUNT OF OILS, 8 PROVIDE FRESTOHFNG AT ALL LEVEL Jofet r Ledger to Beam(Toe-naned) 3 - ad PENETRATIONS Band Joist to r to (End-nailed) 3 - fdd per lots( ACIDS, ALKALIS, SALT, ORGANIC MATERIALS & DELETERIOUS 2l SMOKE DETECTORS REIXIED N EACH BEDROOM AND Bond Jolsl to Sill or Top Plate (Toe-nailed) per Joist 9. PROVIDE FLA9440 AT ALL ROOF BREAKS. ON EACH LEVEL OF pWELLNG AS REl3lIE0 BY Z- I6d' per foot SUBSTANCES. CMANEY9.SKYLIGHTS.EXTERIOR DOORS. WINDOWS NEW YORK STATE UKON13 CODE. ROOF SHEATHING D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, AND DECKS ETC. 22. ANY ALTERATION iEPAFt ADDITION OR CONVERSION TO DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BE A 10 DO NOT SCALE DRAWINGS.- AN EXISTING DWELLING FEOlIR1O A BLLDe4IT PEFMJT Structural Panels 0d 4'o.e.yerimeter:one MINIMUM OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORM NOW iEOUAES THAT ALL SLEEPING ROOMS N THE other 0 o.e, edges of TO C.R.S.I.STANDARDS. R DESIGN CONSULTANTS OR RECORD ARCHITECT- HOUSE BE LFGRAOED WITH HARD WIPED A panel-, 12'o.e. inlerlor E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER,ASTM P.82-84 ENGINEER ARE NOT RESPONSIBLE FOR THE - NTERCONNECTED SMOKE ALAMM Diagonal Board S:realhln -- of panel INSPECTION.SUPERVISION.OR ADMINISTRATION OF g 4 - AND A185-84. THIS CONSTRUCTION PROJECT, FEDERAL, STATE 23 THE Nr9 CODES ALSO APPLY TO ACCESt10RY I'■ 6'or 1' = B 2 - Bd per support AND LOCAL ZONING AND Bl1L01JG CODE COM-LIANCE STPUCTIIRE DESIGR i'. fo'or elder ` I - ad Per support F. WATERPROOFING AS PER ACI 515.iR-79. � SHALL BE THE RESPONSBLITY OF THE CONTRACTOR 24. GARAGE DOOM TO BE RATED FOR 120 M7i WM LOAD CEILING SHEATHING 4. ALL CONCRETE SHALL BE AIR ENTRAINED (3-5%RETENTION). Cypaum Wallboard Sol '7'edge / f0'fold ' WALL SHEATHING 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SO. Structural Panels 0d (see table 3.9) FT' Fiberboard Panels 7 / 16- 6d J'edge / 6'field 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING-ALL ANCHOR 25/J2' ea 3'edge /6'field BOLTS,INSERTS,SLEEVES,ETC. AS REQUIRED BY OTHER TRADES., _ FRAMING NOTES Gypsum wallboard Sd 7'ed a ICI'field 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND L ALL FRAMING LUMBER SHALL BE GRADE STAMPED 9. NALND SCHEDULE SHALL BE AS PER THE N.Y.R. Hardboard 9 / OOt1GLA9 FIR-LARCH STRUCTURAL(MADE No. 2 OR BUILDING CODE A9 A MNM1lAA ALL 2X8 STIRS 8d (see table 3.9) - WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS ro PRECLUDE BETTER. SHALL RECEIVE S-10.NALS AT SILL AND PLATE Particleboard Bo Panels r 8d (see table 3.9) , ?' ALL EXTERIOR NALS SHALL.BE GALVANIZED. Diagonal Board Sheathing ANY CORROSION. __ -- - -Z -ALi-$FEA7FNG TO BE APA RATED.EXPOSLfiE l 5/B' - I'= B'or 1' . e' - - - - - M!!THICI(NESS OR AS NOTED. b. PLYWOOD"SFEATHM r0 BE NAILED WITH B d P 4- I'= 10'or elder -- 3 _ad - per support - me- EXTERIOR EDGES AND 0 d P 12' oa per sullport 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 3 A FLOOA O TO BE APA RATED STIRD--FLOOR INTERMEDIATE. FLOOR SHEATHING EX 1&L 3/4-L*L THlCKW68. ALL.EOOES OF ' 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. PLYWOOD TO BESET ON SOLID BLOCKING: GLUE AND it ALL INTERIOR AND EXTERIOR FNSI ES, FLASFf4G Structural Panels NAL,PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SHALL BE BY ARCHITECT. V or less ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL ad BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. 4. ALL READERS B'-0'AND OVER SHALL BE SUPPORTED 12- ALL F100F METERS SHALL BE DH-FATTACHED A THE RATE greater than t' 10d 6-edge/ 6-fieldd WITH DOUBLE 1. ALL 9 ADE AND OVER VATH AND STUD WITH ECCr OR AP OVER ANE TYPE Diagonal Board Sheathing � . TRIPLE 11PFtlp-fTS ALL FEADEfIS SHALL BE A COMECT� BY "TECO'OR APPROVED EOVAL FCR 10. ALL REINFORCING Bi%RS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED Mfa1ti�OF 2-2X8 OR AS SHOWN ON DRAWNQ TIMBER FILE FOt.FDATIONS. PROVIDE HURICANE t•. B'or f' . e' PER ACI 318, CLASS 'C', WITH 40 DIAMETERS MINIMUM, BENT AROUND S SOLO BLOCKING SHALL BE PROVIDED FDCK R`ALL JOISTS CC CLIPS AT ALL PERIMETER JOIST ro GIRDER I' 10'or elder 2 Sri per support= - 3 - ad per support CORNERS AND HOOKED AT NON- CONTINUOUS ENDS. FOR FRAMED SLABS, AND FLO BEAMS AS PER RY.S CODE OR AS NOTE. jP 8`17' O.C.M R PROVIDE 2'SPACE FOR AR M ALL PPE-EHOLEERED LUMBER SHALL BE GEORGIA liallingn-c requirements are edged on ball sheathing nailed a ties ter of the panel edge. it wall sheothln Is nolled LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT CIRCULATION N ROOFS PACIFIC Got SERIES WOOD-I-BEAMS.AND LVL be doubled of the panel edge to obtain higher shear aces ties nailing requirements for slruc(urol members Shan SUPPORTS,REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET' PRODUCTS OR EQUAL ALL JOISTS. GIRDERS AND be doweled,or dllemo(e connectors ,such as shear plates shall be used to maintain the load path. & DDO�.BL.G'RA NO-AROUND ALL �I skyigMs. $ADEFS ALP.HAVE BEARING STIFFENERS INSTALLED When wall sheathing Is continuous over connected memben the labulaled number of nails shall be permitted to SPLICES OF BARS AT OPPOSITE FACES. AS PER NLIFASHAL BE REOIIED AT ALL LOAD AND be reduced to 1 - I6d nulf per foot. 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE r PARTIITONS OR AS NOTED ON DRAWINGS.UBLE UP FRAMING UNDER ALL POSTS AND PARALLEL VLVL� J�OST ASHALL�RE0UI1EED SINGLE FLOOR USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. PERMETER&WtAX O,STORAGE,AND ERECTION OF I S ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MAWFACTUEFIS WITH RATED GALVANIZED METAL CCN4•ECTORS BY RECOM4MENDATIONL4 12. EXCEPT AS NOTED, ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION TECO'OR APPROVED EQUAL 3� 12- JOINTS AND SHALL HAVE.KEYS AND CONTINUOUS REBAR. WALL SECTIONS I<. ALL N TPLE LVL fl HNYE 2 ROWS OF I/2'D8L GALVANIZED S SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS �C '.;6" � a 9 BETWEEN ADJACENT POURS. p Cam••, �i Y'i �"�,��,,,�',di a 13. FOR CONCRETE WALLS,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED O 0 AT MAXIMUM SPACING OF 40 ft., AT LEAST 4 FT.FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE 0 0 NOTED ON PLANTS OR SHOWNAND ACCEPTED ON SHOP DRAWINGS. 1/2-DIA GAL.VAM= MACH. ,E BLOT Wi WASrERS Job Date AT 1 2"O.G. END VIEW ' SIDE VIEW Elizabeth Thompson Architect �oLr(N4� y 110'7 � LVL BOLTING DETAIL P.O. Box 464 917-848-1541 Title Scale MLTIN12 SIMILAR FOR 00imF LVL Orient,,NY 11957 l,,t�G u�,l„�1 �,��, !�� ���� r�-4� W"/.elizabeththompsonarchitect.com r