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�O0%%pf SOUlyo`o Town of Southold P.O. Box 1179 o� 53095 Main Rd i�couff" a� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46142 Date:- 05/02/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 610 Richmond Rd Southold, NY 11971 Sec/Block/Lot: 51.-6-11 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/26/2023 Pursuant to which Building Permit No. 49414 and dated: 06/23/2023 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: Finished basement with a 12'-1" x 12'-9" unfinished storage area to an existing single- family dwelling as applied for. The certificate is issued to: Lisa Markey Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49414 7/15/2024 PLUMBERS CERTIFICATION: 4utho Qed Signat e �o�suFfo` TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o �� 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#: 4941.4 Date: 6/23/2023 Permission is hereby granted to: Markey, Lisa 196 S 2nd St Brooklyn, NY 11211 To: Construct alterations to an existing single family dwelling as applied for. At premises located at: 610 Richmond Rd., Southold SCTM # 473889 Sec/Block/Lot# 61.-6-11 Pursuant to application dated 5/26/2023 and approved by the Building Inspector. To expire on 12/22/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $542.40 CO-ALTERATION TO DWELLING $50.00 Total: $592.40 JY k� Building Inspector �SUFFoc,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT ti i TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49414 Date: 6/23/2023 Permission is hereby granted to: Markey, Lisa 196 S 2nd St Brooklyn, NY 11211 To: Construct alterations to an existing single family dwelling as applied for. LWm-en id_7 1--24-totincludetmin-splifH-V- C-"y tom o d�etell ng as=ap'plie�d�fo At premises located at: 610 Richmond Rd., Southold SCTM #473889 Sec/Block/Lot# 51.-6-11 Pursuant to application dated 5/26/2023 and approved by the Building Inspector. To expire on 12/22/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $542.40 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $150.00 ELECTRIC $100.00 Total: $842.40 Building Inspector . pF SO�j�Ql o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 Q OWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lisa Markey Address: 610 Richmond Rd city Southold st: NY zip: 11971 Building Permit#: 49414 Section: 51 Block: 6 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electric License No: 34783ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage' INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 5 4'LED Exit Fixtures Sump Pump Other Equipment: Mlnlspllt(1 Notes: " AS BUILT NO VISUAL DEFECTS " Finished Basement & HVAC Inspector Signature: . ` Date: July 15, 2024 S.Devlin-Cert Electrical Compliance Form OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLA E & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �- 0 jy�7 DATE Zt1Y INSPECTOR ho��OE SOUI �' I �j f L+ to — # # TOWN OF SOUTHOLD BUILDING DEPT. CONN, 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 XELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OE SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 T°� k INSPECTION [ ] FOUNDATION 1ST [ ] R GH 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 INSPECTO fq S0(/Tyo� - --- - - — TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (204flel-e_ WirtdocJ w�/l cons�nvc,,� , Avvl-de.- sAwItt" I co--o'ban ini s /4 yn,i�s a'h2y koyse, DATE INSPECTOR of SObTyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. coum, Ll q k-A i � 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: DATE Zu INSPECTOR ho��OF 50//lyOlo l .'OF� �OUTHOLD # TOWN BUILDING DEPT. °`ycou 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]._'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE`RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ .] RENTAL ARKS: e u (� = v r MKI r re 44 L Uqw �- aA pp w`ft a on yr wJJ u km4v DATE - INSPECTOR OF SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL /,¢Seo-A� [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: ta0 V 1 d 6 &a Ef e- a I e, aq,ov lam. -- hi o, 17n- ►�.,{ aaAA on, KLU 4-o v 2 r n w LQnA � p DATE /ia' INSPECTOR UF SO(/Th°lo �'J 1 L I 4p # # TOWN OlF_ISOUTHOLD BUILDING-DEPT. eou 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: f�� U 1 LrtIl/I r DATE INSPECTOR 4� .,y• t w °"�►,r lip pig 40 was .�. 1 '54 •� !� i * , tv �& 1 4N 40 3 91P s) yq• F4 •, 'may. 36 z�^ �i '4 y •f ,� • ' BuljdlngDeP3rtrnent �' � . _. f -y �I i .,. I 1 �, .. �� r- t. `� `T ` A �� � � �. ��� -T._. �'� � �.�. • �^„�' ,� � ,tx4"„T f, � ; a+r � v�,4... 4�,�,�, �. FIELD INSPECTION REPORT DATE COMMENTS t FOUNDATION (1ST) H " FOUNDATION (2ND) y ROUGH FRAMING& C PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE . r FINAL ADDITIONAL COMMENTS G, l - ce o 0-7 -3- m �d r ®m 1 O x d r� FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (IST) ------------------------------------ �•C FOUNDATION (2ND) z l 07 ovv �✓i hs V1uv a H ROUGH FRAMING& - PLUMBING — O r INSULATION PER N.Y: STATE ENERGY CODE •�-3•a u.vhoCo,� r vr�1•� 7�oxac.-. FINAL .as ��. alti s �. CIO- �� � �. � ��r.�c coy . C•�/. ADDITIONAL CO ME S /4c: lob a VLAo J Z m -7- aaZj!bo in I+ �EN6+- o 1�1 I� z> t� H x e b H _ 1 TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT 1,7 For Office Use Only 1i)PERMIT NO. I I Building Inspector: J MAY 2 6 2023 `Applications and forms must be filled out in their:entirety..Incomplete M77applicationswill not be acceptetl Where``the Applint is not the owne`r",an r ` T•ca OWIi r s Authoriiation`form(Page;2)shall be completed:. Date: OWNER(S)'OF PROPERTI( , Name: (�tS� -V-46.2-' SCTM#1000- ProjectAddress: G_ R\eNwt�N� c, l Phone#: ,— (1-b Email L1S1A tA(zV.C-y c,, « •CG w� Mailing Address: VVS CONTACT PERSON n. Name: Mailing Address: /s(FCt t.} P, ��--_^ r vcn r! N _ CrG l' Phone#: 63 Email: C OT$ZP—C,r'r Ott , (re'. DESIGN PROFESSIONAL'INFORMATION Name: Mailing Address: Phone#: Email: CONTRACTOR INFO"RMATION Name: GGiv-77-1 C _�E -� Mailing Address: Phone#: Email: DESCRIPTION OF'PROPOSED CONSTRUCTION ❑New Structure ❑Addition Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 1�ttirsc --Z—gM E L-T- �L 1r4-1A 10P— 600F,� $ 3%d661 Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes o 1 PROPERTY] FORMATION, Existing use of property: Intended use of property: 2C Zone or use district in which premises is situated: Are there any covenants and estrictions with respect to this property? ❑Yes burro IF YES, PROVIDE A COPY. Cheek BOX.After Reading The owner/contractor/design professional is responsible for all drainage'and stonn'water issues as provided by, Chapter 236 of the Town Code,:`APPLICATION IS HEREBY MADE to the Bwldmg bepartment for the issuance of a Building Permit pursuant to the'Bwldirig Zone : . -Ordinance of,the Town:of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulation's;for the construction of buildmgs,� ,' -additions,alterations or for removal or demolition as herein`descnbed The'app1"" agrees-AgcoiipIj'with all applicable laws,ordinances,-building code, ,.:housing code and regulations.and to admit authorized inspectors on-premise's and In buildings)fo`r necessary inspections:False statements made herein are "'- punishable as a class misdemeanor pursuant to sectidn 2i0 45 of the New York State Penal Law. Application Submitted By(print name): �j S �orized Agent ❑Owner Signature of Applicant: .,ram Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.0 1 BU6185050 SS: Qualified in Suffolk County COUNTYOF ) Commission Expires April 14,2-`-4 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 nn � ae 4�ay of 20 ():2�5 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at (013 CWH6 0 OD CO v l do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. T® qq Owner's Signature Date Print Owner's Name 2 Ufa BUILDING DEPARTMENT-Electrical Inspector 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 - sea nd(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: . ao 1 Z3 Company Name: c tR N _ Lerc� -'c Electrician's Name: 'Z?,c, , License No.: g*:� Elec. email: C S c C- a rat.-- Elec. Phone No: .516 gcG3- 71cfq request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Aae k ts. Address: Coto p d. CSOAt1wo1w Cross Street: Phone No.: Bldg.Permit#: Z194email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ES❑ NO ough In ❑ 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 n H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 15-o /D�a6) Os�ffpt�C' BUILDING DEPARTMENT- Electrical Inspector J TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Za 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: /a aQ 17,3 Company Name: _ t ;c Electrician's Name: -T'2 � License No.: -3�7 Elec. email: C '1 S'iU r., c Gv"` Elec. Phone No: ,516 gCG3-'71gq request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Aa✓k Address: tot 0,n d. Oiemolw, Cross Street: Phone No.: Bldg.Permit#: 449,41141email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ES ❑ NO ough In ❑ 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 D 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��-r� -00 PERMIT 9 Address: Switches Outlets l-z" GFI's Surface I Sconces H H's UC Lts Fans Fridge HW Exhaust Oven r W/D Smokes DW Mini Carbon Micro Generator ombo Cooktop Transfer �C AH Hood Service Amps Have Usec >pecial: , :omments IA A AA (A)-CJ-� �,WV 04&J e n, 0,\/� r 1,12�01 Y4,1,-a xi-c L '5 G +-V "l `_'l ` fI - _ VwI Kam_. Y , AMENDMENT A No e� SptR"Y Ij MODEL NoE AIR C�ONDIn SERA No. %C p UH a PAS 998 �,ho d 4 STD To � us gas,12+0 In t ,O sise ek SOURCE 20&230 V INDOOR FAN MOT RR LOAD H APPLICABLE pU 0.35 A Reference Product DOOR UNIT for CDMpabbikty oamenta6a IPXO MADE IN THAILANC) FWI7SU GENERAL UMIIED I f f r fir. _ ' EL IV AIR� 21 ftloTc S �30 V INpp'Z'a PAN MOT()6 L �H p APUCABI 0'20 A cEqd�for om PPWu UNfT IPXO MAD JfrSp pENEggI LIM.v�� t Le 2 `� �`� w �.�a►�,y��►ti►1� j��/���C ���� ^ �� -� �:� -'� ` �, - � �^ c �2 � C f � / i �`� � ';.: �: ;;f .:. %���. l �°' 9 �. _. h���� u r � '„ �,, �,� , . 1 , . � : a � �� ��e . �. ,�. . � f :: . � � �� (' I 1 �I a �' � � DO '� {� f Q� i� �� ;� � 1 :v _ FUIJITSU a/c 4 Y 4 y. sz.*. .rk1 i �k. 4r t i WN JJITSU rP LOW- s 1•` s . s ,r UU NU I Utmth/A I r. u1\411 vv i i n CABINET REMOVED . WARNINGRISK OF ELECTRIC SHO CAN CAUSE INJURY OR DEATH : DISCONNECT ALL REMOTE ELECTI POWER SUPPLIES BEFORE SERVIC AVERTISSEMENT,RISQUE DE CHO ELECTRIQUES .PEUT CAUSER A I BLE SSURES ET MEME ENTRAIP LA MORT,COUPER LES SOURCE D'ALIMENTATION A DISTANCE AVANT LE DEPANNAGE .9- 4i �N��rSU SPUTTYPE HDITIONER UT OOQ FZt MODE(— �'� e ,� 6 47 1 -Road APPROVED AS NOTED ` 9 41 L+ DATE' B.P.# . FEE: 69� BY NOTIFY BUILDING DEPARTMENT AT yp &I 765-1802 8 AM TO 4 PM FOR THE I �; FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED " '`r.: ARCH ITECT FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION REVISIONS D E S C R I P T I O N 4. FINAL-CONSTRUCTION&ELECTRICAL 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. r � ,.. . COMPLY WITH ALL CODES OF : EXISTING C'3EW YORK STATE & TOWN CODES i. BILCO TO , �S REQUIRED AND CONDITIONS 0r REMAIN SOUTHOLD TOM!ZDA SOUTHOLDTOIX3TSJ= EXISTING EXISTING N.Y.S.DEC TO TO REMAIN REMAIN ELCCTEy1CAL (3pp� XISTING WATER SERVICE ND o EXISTING 1"41SPECTI011 REQURED FILTER TO REMAINUi � FURRED OUT WALL TO REMAIN I � c� z �p0 zSMOKE a X O W W (D DETECTOR wPROPOSED FINISHED CLG HT 7'-0" _ O--SMOKE TOR EXISTING 4" POURED CONCRETE SLAB a DETFINISH FLOOR PER OWNER BOX OUT EXISTING w COLUMN CARBON F= EXI STING ©- -MONOXIDE z\; EXISTING SANITARY WASTE LINE aTONEY CHI DETECTOR x M z 0 c Q WITHIN NEW FRAME WALL REMAIN EXISTING GIRDERS AND am•, Q PROPOSED FLOOR FRAMING TO REMAIN _j W _ PROPOSED 2"x4" FRAME WALL UP � 016" oC FINISHED CELLAR n 1 2" SHEET ROCK T&S D 3'-0" BOX OUT FOR EXISTING WASTE Yz" SH CEILING K dos O CEILINGQ (� MIN LINE R 15 BATT INSULATION 11'-4' �9 ALL EXTERIOR WALLS EXISTING Q ^ PROPOSE DOORS TO REMAIN U) 0 AREAW Y PROPOSED 2"x4" FRAME WALL Q 00 a 'N ® 16" OC M EX 00 w �w 1/2" SHEET ROCK T&S CLLOSETI TON REMAIN W w O v~i 00 iv 14'-9" U x. O Q z a �6o8 N EXISTING POURED CONIC BLOCK. W >n o 6" X 6" ACQ WOOD FOUNDATION WALLS FRAME AREAWAY TO REMAIN (NO CHANGE) O = EXISTING ELECTRIC U SERVICE 1 - O 0 EXISTING LL Qo z Z FOQ UNFINISHED CELLAR iv V)~w x STORAGE ONLY SMOKE W O -DETECTOR PROPOSED P CELLA R P L A N SCALE: 1/4" = 1'-0" Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT +.r i CELLAR PLAN CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM PROJECT - r' SNOW SP DESIGN FROST WINTER CE BARRIER FLOOD AIR MEAN oc EED TOPOGRAPHIC SPECIAL WIND WIND—BORNE DESIGN JNDERLAYMENT HAZARDS FREEZING ANNUAL TEM LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE (MPH) TEMP. tEQUIRED INDEX QFPTH L20PSF 130 NO NO YES B SEVERE 36' MODERATE 11 YES FROM 1998 599 TO HEAVY ARM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. GENERAL NOTES FINISHES NOTES specifications. If testing is not performed a visual inspection must be performed 8. New&existing back fill material,topsoil are to be free of weeds,tree roots,rocks and verification may need to occur during inspection report. 1. No Work shall start unfit approved Construction Documents are obtained from &debris.All surphis material that is unsuitable for back fill material shall be Table 3.1 Nailing Schedule 1. All interior finishes shall be as selected by Owner,unless otherwise noted 7FARCHITECTURAL the Building Department removed from the site.Proper town inspection approvals mast be obtained 7. U-factors of fenestration products are determined in accordance with the NFRC Joirt Description # of Nails Nail Spacing EPTIONbefore covering any excavated work feast ocedtares or taken from the default tables2. Prior to any Work being performed,the Contractor shall be responsible to read 2. The Contractor shall and inala p the Owner with samples of all finishes forr color selection and final a roust of all finishes rior to installation. ROOF FRAMING ast Main St over all notes,drawings,and specifications(ff applicable).If the Contractor sees 9. All trees that are within eight(8)feet of the building shall be protected(see p p Smithtown, NY 11787 8. A protective covering is installed to protect exposed exterior insulation and PER RAFTER P.(631) 780-6124 any discrepancies,he shall notify the Architect for clarifications. detail sheets for more information). Rafter to Top Plate (Toe-Nailed) 3- 8d 3. All interior trim shall be cedar wood,painted white,selected Owner,unless extends a minimum of 6 in.below grade. PER JOIST by Ceiling Joist to Top Plate (Toe-nailed) inFo@Kahncepiions.com 3. The Contractor shall file all necessary permits,and appropriate applications 10.A licensed land surveyor shall perform a final grade survey prior to occupancy otherwise noted Ceiling Joist to Parallel Rafter ;Face-nailed) 8-16d EACH LAP www.Kahnceptions.com prior to the start of any Work and obtain the Certificate of Occupancy at the in order to assure positive drainage away from the foundation(Minimum 5%). 9. All insulation shall be installed and labeled w/R-value provided. Ceiling Joist Lops over Partitiors (Face-nailed) g8-16d EACH LAP completion of the project for the Owner.The Contractor shall pay for permits, Drainage elevations and direction should be noted on the document. 4. All interior finishes shall be Class C surface flame rating of 76-200 Z-1% PER 11E ( g ) Collar Tie to Rafter (Face-nailed) EACH END certificate of occupancy,and any necessary field tests as required to meet design minimum in conformity with generally accepted standards Carpeting shall be 10.floor insulation installed per manufacturer's instructions and in substantial Blocking to Rafter (Toe-nailed) 2- EACH END criteria of all materials,unless otherwise agreed upon by the Owner. i 1.All Drywells on-site shall be installed per State and Local Codes. class 2 witli a minimum critical radiant flux of.22-watts per square inch. contact with the underside of the subfloor,or floor framing cavity insulation is 16d in contact with the top side of sheathing,or continuous insulation is installed on A 4. All Work completed shall be in accordance with the following codes, DEMOLITION NOTES 5. The Contractor shall install foil faced,fiberglass blation tin the underside of floor framing and extends front the bottom to the top of all 2020 Residential Code of New York State � att insulation��° Top Plate to Top Plate (Face-Nailed) 2- , PER FOOT hlansviile'or approved equal fit all areas shown on the drawings including perimeter floor framing members. To Plates at Intersections Face-nailed 16d JOINTS - EACH SIDE 2020 Energy Conservation Construction Code of New York State 1. Remove all existing constructions and finishes necessary for the completion of P ( ) 2018 Wood Frame Construction Manual(WFCM 2018) the Work as shown on the drawings.Necessary disconnects and alterations to exterior walls floors above cellars/basements and ceilings above the heat { ) 6 Stud to Stud Face-nailed 24" O.C. envelope,foil shalt be placed faring the warm side of the insulation. 11.Wall floor&ceiling insulation shall be installed in accordance with the 16d NFPA Standard 70,The National Electrical Code existing mechanical and electrical systems.Patch as required all constructions Header to Header (Face-nailed) 16" O.C. ALONG EDGES to remain in accordance with the contract drawings.Where Contractor is manufacturer's installation instructions. 2- 5. In addition to the above codes,all work shall be code compliant to the latest designated to make removals,disposition of materials is the responsihri6ty of the 6. All gypsum board work shall be done in accordance with the latest edition of the Top or Bottom Plate to Stud (End-nailed) l6d PER 20 STUD editions of the NYS uniform fire prevention,all applicable building codes,the Contractor.Verify with the Owner,the disposition and removal of any "Drywall Construction Handbook'by United States Gypsum and installed as per 12.Vented attics with air permeable insulation include baffle adjacent to soffit& 16d PER 2X6 STUD \\--- zoning codes of the local Town and all other federal,state and local agency components of salvageable value. section R702.3.All finish joints,j-beads,nail dimples,corners,edges and seatns eave vents that extends over insulation. PER 2X8 STUD NEN'4x4 POST shall be to and finished in accordance with manufacturer's installation 2-16d,: PER FOOT regulations having jurisdiction over this pre>ject.[f there are any discrepancies ►� Bottom Plate to Floor Joist, Bard joist, 3_ between agency requirements,the Contractor shall follow the strictest 2. All removals and salvage shall become the property of the Contractor,unless recommendations.Apply three(3)coats of joint compound.The Contractor shall 13.Attic access hatch&door insulation k R-value of the adjacent assembly - requirements. noted or requested by the Owner. wait a minimum 24 hours to dry between coats,and the final coat shall be FLOOR rRAMING sanded smooth,primed and ready for wall finishing,as per owner.Metal corner - a 24.Construction drawings and cocumientation demonstrate energy code compliance Joist to Sill, To Plate or Girder(Toe led) 4"@d PER JOIST G. All work shall amnply with the standards of the National Board of Fire 3. Remove only non-load bearing construction and partitions.The Contractor to bead to be used on all outside corners and around all openings typical. p { ) for the building envelope.Thermal envelope represented on construction Bridging to Joist (Toe-Nailed) i=1@d EACH END 21 Underwriters(NBFL)),the American Gas As (AGA),American Society of verify,prior to removal,that no structural components,i.e.bearing walls,beams, documents 2- 8d EACH END `' Blocking to Joist Toe-Nailed 3- 16d EACH BLOCK Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and Health headers,etc.Supporting floor,roof or ceiling joists are designated for removal g � T 7. All painted surfaces must be fully covered in a uniform manner to be accepted as Blockin to Sill or To Plate Toe-nailed = Administration(OSHA),applicable state&bntilding codes and the requirementsof 9 P { )complete by the Owner.Any painting to be done shall be two(2)finish coats of 15.Coin fiance certificate sted A certificate identi the related 3- 16d EACH JOIST 4 all public utility companies serving the project site. 4. The Contractor shall contact the Architect prior to removal of any construction p 1" Eying energy- Ledger Strip to Beam {Face-Nai ed) 3- 8d PER JOIST _. premium grade paint over one(1)coat of compatible primer by Benjannin features of the building must be located on or in the electrical panel,or other �, differing from the design intent.The Contractor's non-contact of Architect prior Moore!or approved equal Color as specified by the Owner,unless otherwise approved location. Joist on Ledger to Beam (Toe-railed) 3- 16d PER JOIST � EXIST \ 7. The Contractor and allSub-Contractors shall be licensed by the state in which to removal of any Work indicates his complete understanding that no load Band Joist to Joist (End-nailed) 2- 16 PER FOOT the project is located and approved in advance by the Owner. bearing or structural work is being altered under thus contract and assumes all noted Any exterior wood surfaces shall be two(2)coats of exterior grade stain cL LNIIOOM asset by Ownor, or op Plate oe-mar e liability. 16.Supply&return ducts in attics insulated k R-8 where dud is k 3in in diameter 8. The Contractor and all Sub-Contractors shall carry workers compensation and &k R-6 where<3fn.Supply&return ducts in other portions of the building Wood Structural Panels 8d (See Table 3.10) general liability insurance that complies with state,local codes and ordinance;. 5. All structural systems shall be maintained and be adequate strength to support 8. Patch all finishes to match existing,including but not limited to,gypsum board insulated k R-6 for diameter k 3in&R 4.2 for<Ni in diameter. Diagonal Board Sheathing the new design loads and to resist the deformation caused by such loads as plaster,acoustic systems,wood trim,covers,base,panels,rails and wainscot. . 1%6" or 1"W 2- 8d PER SUPPORT 9. All work is to be coordinated with the Owner.The Contractor is to meet with die alip6cable.For Mininnum design load values,see table R301.5 on General Note Verify match of new finish materials to existing in color,texture,thickness,cut 17.Building cavities are not used as duds or plenums « " 3- 8d DATE REV.# DESt RIPrION Owner prior to starting construction.The Contractor will present the building sheet A 1 etc.to satisfaction of the Owner prior to any installations.Provide other CEILING SHEATHING permit&insurance certificates to die Owner prior to startingconstruction. materials to match existing to be approved by the Owner. for 18,Dud lightness test results of 5 4cfm/WOW across the system or 5 3cfm/100ftr Gypsum Wallboard 5d Coolers 7" Edge / 10" Field Owner governs all aspects of outside Contrctors working on the property. 6. All electrical conduits,wires,and equipment adjacent to or contained within without air handler a 25 Pa For roc an tests,verification may need to occur existing partitions shall be removed back to the next panel board and shutdown. 9. Patch existing walls gypsum drywall or plaster to match existing of sufficient e Y WALL SHEATHING 10.All materials to be furnished and incorporated into the Work shall be new, No circuits,wires or equipment shall remain open or live during construction. thickness to maintain uniform wall thickness.All exposed portions of wall shall du ring framing inspection. Wood Structural Panels 8d See Table 3.11 unused and of quality standard to die industry of similar nature and character, be finished with three(3)coats of spackling,sanded and left in a paint ready Structural Fiberboard Panels unless otherwise noted All materials shall be installed using the Manufacturer's 1RAMIN'GICARPENTRY NOTES condition. 19.Duds are pressure tested to determine air leakage with either.Rough-in test, 1/2" 11 ga. galv 3" Edge / 6" Field recommendations and best standards of construction. Total leakage measured with a pressure differential of Olin w.g.across the 25/32" 11 ga. galv 3" Edge / 6" Field 1. All carpentry wood Work shall be done lit compliance with the Woad Frame 10.Level all existing floors as required to receive new floor finishes where system including the manufacturer's air handler enclosure if installed at time of 11.All materials,assemblies,&methods of constriction are to be supervised by the test.Postconstruction test Total leakage measured with a pressure differential of 5d Coolers " Construction Manual 2018. applicable.The Contractor shall install transition pieces approved by flue Owner Gypsum Wallboard {1/2 MIN) 7 Edge / 10 Field Contractor to be sure they are in accordance with the drawings,specifications, 0.lin w.g.across the entire system including the manufacturer's air handler 8d [ j &all relevant codes.Any variations from the drawings&specifications will not between various floor finishes where applicable. Hardboard 8d (See Table 3.11} �9 enclosure. Particleboard Panels (See manufacturer) r+ be rmitted,unless written consent from the Architect. Z. All lumber shag be Doug-Fir#2(lib-875 psi)grade stamped minimum. ELECTRICAL NOTES Diagonal Board Sheathing N 20.9056 of lamps in permanent fixtures or 90%of permanent fixtures have a high « « » 2- 8d 1 x6 or 1 x8 PER SUPPORT r_1 12.Substitutions not permitted unless by written consent from owner&Architect 3. All lumber shall be 8'above grade minimum. efficacy lamps.Does not apply to low-voltage fighting. » . 3- 8d PER SUPPORT //�''� r--r 1. All electrical work shall be in accordance with the National Electrical Code,NYS FLOOR SHEATHING 1--i 13,If the Contractor requires additional details or information not found on the Fire Underwriters Code,Residential Code of New York State,all state and local 21.Fuel as li fin terns have no continuous pilot light, >'' drawings or specifications(if applicable),then the Contractor shall request this 4. Any lumber in contact with concrete or masonry,or the exterior environment codes,and utility company codes and regulations. g � g� p Structural Panels a w Z shall be ACO,pressure treated lumber. information from the Architect in writing prior to the dart of construction 1" or Less 8d 6" Edge / 12" Field 2%of design air flow.e designated by manufacturer at 22.Air handler leakage <_ . 10d 6 Ed Field 2. Furnish fire Underwriters Certificate upon completion of work Greater than 1 " 9e / 6" eld It DO NOT SCALE THE DRAWINGS.Written dimensions take precedence over 5. All new exterior wood fence and new decking materials shall be water sealed& Diagonal Board Sheathing F..�� 0 scaleddimensions.The ac or shall notify the Architect of any discrepancies stained as per manufacturer's recommendations. 23.Programmable thermostats installed for control of primary heating and cooling 1"x6" or 1"x8" 2- 8d PER SUPPORT E"� r � ore drawings prior to starting the Work If theelectrical service is required for this project,and notify the Owner.Contractor is unsure of a specific 3. The Contractor must verify with his licensed electrician an upgrade of systems and initially set by manufacturer to code specifications. 3- 8d PER SUPPORT 1 FIRST FLOOR PLAN (PARTIAL PLANS) Cn C J dimension,the Contractor shall notify die Architect for clarification. G. Sills to be pressure treated and securely flashed with termite shield The sill plate ' Nailing requirements are based on wall sheathing nailed 6" on-center at the panel I Zt w O shall be2xs,unless otherwise noted 24,Heat pump thermostat installed on heat pump edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear AZ SCALE: 1/4"= 1'4' h--i va I5.The Contractor shall verify all dimensions in field if there are any discrepancies 4. Per Section R315&the 2020 NYS Fire Code Section 915,A carbon monoxide 9 9 P 9 9 capacities, nailing requirements for structural members shall be doubled, or alternate P4Q alarm shall be provided on each story containing a sleepingarea,within 10 feet p g � Q on the drawings,Contractor shall notify the Architect prior to starting the Work I e c g o��ppectors s ch s shear I��ttes shall be used }o maint in th to d D thh.7. All metal connectors shall be"Simpson Strong-tie'.No substitutions allowed of the sleeping area More than one carbon monoxide alarm shall be provided 25.Circulating service hot water systems have automatic or accessible manual When wall s�teat�iing Is c�nfinudus over connected mem�ers, 11e�abUPote'd O 16.On site verification of dimensions and conditions to be made before ordering Metal connectors shall be at all appropriate locations including,but not limited where necessary to assure that no sleeping area on such story is more than 10 controls. number of nails shall be permitted to be reduced to 1- l6d nail per foot. O to.Roof to wall,wall to wall,wall to foundation,and all other locations as feet away from a carbon monoxide alarm.A carbon monoxide alarm shall be O >-4 � materials or slatting work Y DOOR SCHEDULE required by code.if a connection is not specified,the Contractor shall notify the provided on each story that contains a carbon monoxide source&fuel-burning 26.All mechanical ventilation system fans not part of tested&listed HVAC Q Q 17.Before proceeding w/the Work an omissi msldiscre ancies of the Construction Architect prior to ordering. appliance. equipment meet efficacy&air flow limits. DOOR ID LOCATION DOOR SIZE ROUGH OPENING FINISH Z p g Y p TABLE 3.11 WALL SHEATHING&CLADDING GLAZING O Documents and/or job conditions shall be clarified by the Areh»tect. WIDTH HEIGHT WIDTH HEIGHT )DOOR TYPE HEAD HGT MATERIAL INFERIOR 8. Framing shall be doubled around all openings&joists under parallel walls above 5. Single and multiple station smoke alarms shall be provided in accordance with 27.Hot water boilers supplyingheat through 1 or 2 heating systems have ATTACHMENT RE UIRIMENTS FOR WIND LOADS G 141' 79�' 144" G-8" GLASS 6'-8" WOOD N 00D 114,TEMPER GLASS w '��' g p pro w pipe b 8 Ys Q 101 LMN 18.No deviations or changes to the structural system shall be made unless approved Section R319(IRC)as modified by the NYS Supplement They shall be provided outdoor setback control to lower boiler water temp.based on outdoor temp. U by the Architect in written consent. 9. All beams,girders,etc.to have minimum bearing of 3.51. in each sleeping room,outside each separate sleeping area,and on each level 130&140 MPH Z P4 with the exception of uninhabitable spaces per the Residential Code of New York 28.Heated water circulation systems have a circulation pump,The system return 19.The Contractor must full guarantee all Work and the Work of his700-YR WIND STEED 3-SECOND GUST MPH O Y 10 No oust or stud shall be cut more than 113 it's depth for an piping work dud or State.Smoke alarms and carbon monoxide alarms shall be interconnected so that i is a dedicated return u or a cold water supply Gravity& ( ) STRUCTURAL SHEATHING ,,..,� Sub-Contractors fora period of one 1 year after substantial completion of the I p Y p p g p p 1 y pipe' ty Pe ( )Y 1 electrical work the actuation bof eone alarm activates all of them.The aLtrnns shall be clearly thermos-syphon circulation systems are not present Controls for circulating hot 141" le C0 projed,unless otherwise noted audible in all bedrooms, water system pumps start the pump signal for hot water demand within the E I F 20.The Contractor shall indemnify and hold harmless the Owner.Architect,their 11.All stair construction to comply with NYS residential building code.8114' occupancy.Controls automatically turn off the pump when water is in SHEATHING RAITEIMUSS Maximum Nail Spacing for agents and employees from and against all claims,damages,loses and expenses, maximum riser,9'minimum tread depth,1 114"max nosing,36•high handrail 6. Prior to installing gypsum work the Contractor shall coordinate with the Owner circulation loop is as a set-point temperature&no demand for hot water exists. LOCATION 1 SPACING(in) 8d Common Nails(in,O.C.)2,3 to determine the location of any items such as thermostats,telephones,cable, 21,The Architect is responsible for design intent only,unless retained by the Owner 12.All gable walls taller than V-1"above the finished floor(ie cathedral ceilings) intercoms,alarms,etc. 29,Electric heat trace systems comply with IEEE 515.1 or UL 515.Controls INTERIOR ZONT: 12-24 6 12 for supervision of work shall be framed with 2xG shads @ 16,O.C.minimum. automatically adjust the energy input to the heat tracing to maintain the desired PERIMETER 12-24 6 1 Z 7. The Contractor shall verify with the owner,location and quantity of lighting water temperature in the piping. EDGE ZONE �, CONTRACTOR RISPONSIBIIITTES fixtures,switches,outlets,etc, a, 13.Fire blocking shall be provided per section R302.11 both vertically blocked at 30.Water distribution systems that have recirculation pumps that pump water BOARD SHEATHING 4-PANEL SLIDER 1, The contractor shall be responsible for all construction means and methods.The intervals not exceeding 8 feet and horizontally blocked at intervals not 8. All switches shall be installed 36,above the finish floor,unless otherwise noted from a heated water supply pipe back to the heated water source through a cold contractor,in the proper sequence,shall provide r shorin and bracing as exceeding 10 feet.Fire blocking shall be installed also in concealed spaces. RAITSMISS Minimum number of p ape sego pr prone g g water supply pipe have a demand recirculation water system.Pumps have SHEATHING SIZE Nai ls Sd Common as per support(in)necessary during construction to achieve the final completed structure. 9. Power outlets shall be provided in the following locations: controls that manage operation of the pump and limit the temperature of the SPACING( Z 14,lateral stability in floors&ceilings-depth(d),width(bi water entering the cold water piping to 104°F• Ix6 OR Ix8 SHEATHING 12-24 2 w N w A O a In every habitable room w �-. 2. The Contractor shall be responsible for the scheduling of all activities&keeping 14.a. db 5 2;no lateral support shall be required. Z Z x F E" the ed on time. h. Every wall,in every room,shall have at least(1)one power outlet. Ix I0 OR LARGER SHEATTIING 12-24 3 O w I., E'° O 14.b. 2<d/b 5 4;the ends shall be held in position by full depth solid blocking 31.Drain water heat recovery units tested in accordance with CSA B55.1.Potable rn v O ..a ii. Outlets to be spaced @ 11ft oc.max,starting at Eft from any opening. E-Nails spacing at panel edges m bridging,hangers,nailing,or bolting to other framing members water-side pressure loss of drain water heat recovery units<3 psi for individual p g p g ( ) 0� -' Z E" "a w 3. The Contractor shall coordinate construction activities with the Owner to b. In kitchens above countertops F-Nail spacing at intermediate supports in the nel D101 w .1 O k O ..a 14.c. 4<0 5 5 the compression edge of die member shall be held in line for units connected to one or two showers.Potable water-side pressure loss of drain sp g ppo pu field(in.) a. Q �., w ra. Q minimize interruptions to normal Owner operations. i. All outlets to be GFCL Spaced @ 4ft o.c.maximum >- r, Q its entire length to prevent lateral displacement,as by adequate sheathing water heat recovery units<2 psi for individual units connected to 3+showers. or subflooring&ends at point of bearing shall be held in position to ii. Provide(1)one GFCI outlet within T-0"of any sink range,&fridge 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of d Z 3 .¢a oo U 4. The Contractors shall make timely submissions to the Owner of all inquiries to the roof the 4 foot perimeter edge zone atta liment requirements shall be used cz Z A prevent rotation and/or lateral displacement iii Provide(1)one GFC[outlet on an island 32.Manufacturer manuals for HVAC&water heating stems shall be provided �• � g � O Z 'a w �' allow reasonable and adequate time for review and for approval of submissions g ° 2 For wind speeds greater than 130 mph,blocking is required which transfers shear load to two Ow P Q Q tx 4• 14A. 5<0 5 6;bridging,full depth solid blocking or diagonal cross bracing c. In Bathrooms v x w O without delaying the progress of any part of the project additional joists(3 joists total) � w Z V) E_ w shall be installed at intervals not exceeding 8 feet,the compression edge i Provide(1)one GFc'I outlet in every bathroom,unless otherwise noted 33,Heating&cooling equipment is sized per ACCA Manual based on loads C4 � cn -a E- of the member shall be held in line as by adequate sheathing or d In Gara s 5. The Contractor shall be responsible for all;ate safety requirements to protect Garages calculated per ACCA Manual j or other methods approved by the code official. A w O 4 q srbfloorin and ends at point of beating shall be held in position to w w F' `" Z workers and all other people on site during;all construction phases at all timer. & p° g Ip' i. All outlets to be GFCL Spaced @ 12ft O.C.maximum,starting at Eft x E- w prevent rotation and/or lateral displacement E-" = Z O x from any opening 34.HVAC piping conveying fluids abme 105°F or cluBed fluids below 55°F are ,,7 w E' d - = 6. All materials shall be installed in accordance wl manufachuers specifications 14.e. 6<dlb<_7;both edges of the member shall be held in line for their entire insulated to k Electrical receptacle outlets shall be installed in accordance w/Section E3901. R-3. O w W H O 0 length&ends at points of bearing shall be held in position to prevent Z q w a Z Z 7. No materials shall be used for construction until it has been inspected& rotation and/or lateral displacement. 10. 9 O Z E- Q pa Q•., Z w accepted by the Owner,unless otherwise agreed upon.All materials rejected 35.Protection of insulation on HVAC piping. 0 O Q -:4 C4 shall be immediately removed from the site¬ offered for inspection again. i 1.All receptacle outlets installed in the detached garage shall have grotmd-fault Z E-." Q E) WINDOWS&DOORS NOTES O "" vi circuit-interrupter protections in accordance with Section E3902.2 36.Hot water pipes are insulated to k R-3. V F O W Q 8. All Work shall be executed using best construction practices and all workers TYP C20 Q Q w Z rn 0 shall be skilled in their trade. 1. All windows and exterior doors shall be as manufactured by'Andersen Renewar, 12.Provide ground-fault&arc-fault circuit-intemipter protections in accordance � rn E- x N with Section E3902 STRAPPING F, a v <C � 4 V_9. items shown on plans but not specifically stated in the specifications and/or vise 2. All windows&doors shag be installed in accordance w/manufacturer specs Z 24M F x versa shall be considered to be included in the contract(if applicable) 11,At least one wall-switch-roritrolled lighting outlet to be installed to provide a co 3. All headers shall be(2)-2x 12 minimum,unless otherwise noted illumination on the exterior side of each outdoor egress door having grade level WALL CONSTRUCTION PER 10.The Contractor shall be responsible for Shop Drawings when applicable.All access,in accordance with Section E3903.2. PLANS conditions and dimensions are to be field verified by die Contractor. 7YF HEADER SEE PLAN FOR 4. The Contractor shall seal andlor prune all doors immediately upon installation. ( NAIL SIDING PER MANUFACTURER 11.The Contractor shall be responsible for removal of all construction debris from 10.At least one w,bathrooms,h roiled lighting outlet shall be installed in every project site&shall provide dumpsters etc,as req'd The project site shall be kept 5. All glazing acid skylights shall be in accordance with the NYS Residential habitable room,bathrooms,hallways,stairways,attached garages,and detached SPECIFICATIONS SELF reasonably orderly on a daily basis.At the completion of flie Work the Building Code for impact resistance. garages with electric power. SIDINGASSELECTEDBYOWNTR TITLE SHEET Contractor shall remove all waste materiab,,tools,rubbish,etc.,from the site& leave the floors broom clean.The final cleanup shall be to owner safisfaction. 6. All glazing in hazardous locations according to section R308.4,shall be 11.All appliances shall have separate circuits,amperages shag be based m A23 Wl 3-9d EA I TYVER'BLIILDING WRAP GENERAL NOTES insulated tempered glass. manufacturers recommendations and specifications. D WINEOW SILL LAP 6"&TAPE TYVEK SITE NOTES 7. All windows to be double glazed with Lowe glazing,U-.31 maximum,& MECHANICAL/HVAC NOTES OVER VINYL DRIP EDGE 1. Contractor shall visit the site to verify existing conditions&make all appropriate SHGC-.40 maximum,Design pressure-50,All exterior doors fo heated spaces USING TYVEK FI EXWRAP inquires to determine conditions&field construction criteria prior to submission shall be insulated and weather-stripping installed per the Energy Conservation 1. If applicable,all mechanicallHVAC work shall be in accordance with all state of hrids.&shall make no additional claims regarding site conditions thereafter. SECURE TAPED JOINT Contractor&Owner's agreement to enter into the work shall suffice as their Construction Code of New York State. and local codes.The HVAC system shall be designed by others;the Contractor w/VINYL J_TRIM Project A, ---- Contractor NOTE STRAFP[NG UN7)LR shall coordinate with the Owner. WLDOW SOT D Drawing Scale: AS NOTED acceptance to the terms specked herein,&shall be incorporated into any&aL � INSTALL TYVEK FLEXWRAP agreements between the Owner&Contractor. 8. Provide at least one window in each bedroom for emergency exit(egress)in conformance with Residential Code of New York State.Windows shall have WIND-BORNE DEBRIS ZONES OVER MOUNTING FLANGE. LAP yawnW;;R fK 2. Any existnig concealed conditions are based upon information taken from minimum openings of 24'vertical,20"horizontal,with a minimunn clear TYVEK&TAPE JOINTS 11 Date P23 limited field investigations The Contractor shall make required adjustments to opening of 5 sq ft for 1st floor and 5.7 sq ft for 2nd floor. Habitable spaces shall 1. All construction within(1)mile of water as defined by authorities having MINIMALLY EXPANDING system components as required by actual field conditions at no additional cost to have a minimum of 8%of floor area for glazing and minimum of 4%of floor jurisdiction shall comply to Wind-borne Debris Zone criteria,including 130 POLYURETHANE FOAM OR Owner or Architect.Report any discrepancies between the drawings and actual area for ventilation.Provide egress hardware for casements where applicable. mph wind gust Windows shall be protected using impact-resistant glazing able APPROVED CAULK - field conditions to the Architect before cons,truetion begins. to withstand Large Missile Impact Criteria. In lieu of this,openings can be \: (AROUND WINDOW RSO) SHEET: 9. R312.2 Window fall protection.Any window silt that is<24,high shall be required to install protected,to a maximum of 4'x 8'with 518,CDX plywood panels cut,located, WINDOW(SEE PLANS 3. The Owner shall be responsible for an irregularities discovered during the Window opening control devices(WOOD)installed per R312.2.2&comply with ASfM F2090. and stored on site with roved hardware available. sl Y gu g NOTE COIL STRAPPING SHALL BE FOR SIZE AND LOCATION construction phase of the project which m;ry require additional measures to be 'Die WOCD after operation to release the control device allowing the window to fully open,shall � PLACED OV HEADER STUDS IN LIEU taken on the art of the Contractor,sub,Contractors,a the Archited Art and not reduce the net cku opening area of the window unit to less than the area required by Al p' Y Section R310.2.1. RES-CtiF.CK ENERGY NOTES all costs related to the additional work shall be the sole responsibility of the OF UNDER WINDOW OPENINGS S ID IN G Owner,unless otherwise agreed upon. I0.Flashing pans to be installed under all exterior doors&windows.Exterior doors 1. All new construction shall comply with IECC 2015, DOOR HEAD DETAIL 4. All items that obs Tact the new constntction such as utilities,existing structures, are to be fully weather-stripped Provide all screens&hardware as required r3etc.shall be removed andlor replaced with approval from the Owner. 2. Install air barriers&thermal barriers per manufachuer's installation FOUNDATION'WAIL A 1 SCALE: 1 1/2"= 1'-O" 11.All new moldings,casings,window frames,etc.shall match existing,unless instructions s�ssserrrarrr, 5. The Contractor shall verify the location of all existing utilities,piping and related otherwise noted e�..%`"5( F f l)r�r"n.,, items prior to the commencement of work All costs incurred shall be the 3. All fenestration to be listed and labeled to meet AAMA. responsibility of the Contractor,unless otherwise agreed upon by the Owner. 12.All windows and doors shall be caulked and sealed per the Energy Conservation `�✓•PLO �" ,<<•' 6. The Contractor shall be responsible for the protection of all existing buildings& Construction Code of New York State requirements. 4. All recessed fighting fixtures shall be IC rated,labeled and sealed at WALL HEADING STRAPPING @ 1 ST FL s, }. � -F`',: y': a other installations that ale to remain intact while performing the specified work housinglinteriortinish. = • STRAPPING CONNECTORS ` A �m =fn � L= - Provide&maintain fire extinguishers on project site during construction. 13.All glass installed shall to be free of scratches&imperfections,&manufacturer ;�: ,e. �.; ; �:�! 5. Automatic or gravity dampers shall be installed on all outdoor air intakes& (�_2� 1-s,7%; J shall include of a minimum 5 year guarantee on all windows&doors. �T .,O� - r 7. The stakeout of the project footprint to estabbsln all lines&benchmarks is to be exhausts, & H O LD D O WN S (TYP) I-,�`'•., ^ 3 • f_.�c~ perforated by a licensed surveyor.All information given on die drawings shall % r, �,f '11'; be verified If there are any discrepancies,notify the Architect prior to G. Blower test door as 50 pa less than 3 achi.Record when testing was conducted A 1 SCALE: 3/4"= 1'4' "Ill"," r f 111110 . proceeding for clarification. (after rough-in and installation of penetrations)leakage rate,and test ©2023 Architectural ICAHNCEPTIONS, PLLC ,