Loading...
HomeMy WebLinkAbout50462-Z OF SOUryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd cou►m�,� Southold; New York 11971 CERTIFICATE OF OCCUPANCY No: 45775 Date: 11/19/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 2675 Laurel Trail Laurel,NY 11948 Sec/Block/Lot: 125.-4-24.8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/16/2024 Pursuant to which Building Permit No. 50462 and dated: 03/20/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior bathroom alterations on first and second floor of existing single family dwelling as applied for. I The certificate is issued to: Paul Kelly Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50462 07/26/2024 PLUMBERS CERTIFICATION: Ethan Romanelli 07/30/2024 l Au OZ d Signature SufFot,� TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • 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#: 5.0462 Date: 3/20/2024 Permission is hereby granted to: Hall, Chistopher 2675 Laurel Trail Laurel, NY 11948 To: construct interior alterations to existing single-family dwelling as applied for. C At premises located at: 2675 Laurel Trail, Laure[ SCTM # 473889 Sec/Block/Lof# 125.4-24.8 Pursuant to application dated 2/16/2024 and approved by the Building Inspector. r To expire on 911912025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $332.00 CO-ALTERATION TO DWELLING $100.00 Total: $432.00 Building Inspector pF SOUT�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q 116. � �o Sean:devlin(&-town.southold.ny.us Southold,NY 11971-0959 Q�y�OUNT y,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christopher Hall Address: 2675 Laurel Trail city:Laurel st: NY zip: 11948 Building Permit#: 50462 Section: 125 Block: 4 Lot: 24.8, WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Group License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C-Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 12 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Smart Toilet(3), LED Mirror(3), Towel Warmer(3), (3) 120GFI Breakers (1)115Combo Notes: Four Bathrooms, One On The First Floor & Three On The Second Inspector Signature: Date: July 26, 2024 S.Devlin-Cert Electrical Compliance Form Fot,�oo Town Hall Annex �� Giy Telephone(631)765-1802 54375 Main Road P.O. Box 1179 y 4 Southold, NY 11971-0959 W y'4 �ao� DjDD BUILDING DEPARTMENT J U L B 0 2024 TOWN OF SOUTHOLD BUILDING DEPT. CERTIFICATION TOWN )F SOUTAOI Date: Building Permit No. ,,5, -6 't6 Owner: SW4- g®r° ZnGr (Please print) Plumber: C ►4`'r R 004 e,0 J'-1 'l (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me thi'�V � day of 20 c� T , l?5" Gh CONNIE D.BUNCH Notary Public, County Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2 1 OF so 14 �-- y TOWN OF SOUTHOLD BUILDING DEP . `yCOD 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. �l DATE 712--qINSPECTOR OF so//Tho� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 =� INSPECTION [ ] FOUNDATION 1ST [N-J�RO GH PLBG. [ ] OUNDATION 2ND [ I ] FRAM /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL REMARKS: t ail �o� WOO-'- DATE INSPECTOR OE SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 IN SPEC 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 REMARKS: DATE �O INSPECTORZ#Q�741L oF so�ryOlo f # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ wj-'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�As- 4v el ®,i-knve . DATE INSPECTOR *pE SOUTyOIo ' T, TOWN OF SOUTHOLD UILDING DEPT. 631-765-1802 INSPECTION -[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]: PRE C/O [ ] RENTAL 62P 10 REMARKS: -!� DATE _INSPECTOR SO(/Ty�� # TOWN OF SOUTHO.LD BUILDING DEPT. 631-765-1802 (o *YINSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [VI FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ `] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ :] PRE C/O [ ]. RENTAL REMAR S: y24A VI&r_V- � l n � • N�D - y� DATE y INSPECTOR Of 50UTy0� G� ��?a ! r1+ ll/�/ # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 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) ECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a 41s- DATEm INSPECTOR i �1 w FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ------------------------------------ -T C FOUNDATION (2ND) z Ie s 1 I�o(c y ROUGH FRAMING& uyl .� PLUMBING QOU pvD yu. ,. �v �• — x.. r INSULATION PER N.Y. STATE ENERGY CODE � Ar., Ov► k-wSV" oNoe 160 0� Ova FINAL ADDITIONAL COMMENTS y' • 22. 2q 211 e� c, re c o, -1 -30-9- 1 ,6 z �^ /8 I G C /� c ' re4n&J1 N O Zx x d b o�S�FW,C TOWN OF SOUTHOLD—BUILDING DEPARTMENT y2 y z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971=0959 Telephone(631) 765-1802 Fax (631) 765-9502https://www.southoldtownny.gov Pate Received APPLICATION FOR BUILDING PERMIT For Office Use Only E E WE „z i} PERMIT NO. Building Inspector: �11 FEB 1 6 2024 %i Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an �F°'rEeii� 73r pa=i.ment Owner's Authorization form(Page 2)shall be completed. 66:+':nd? Of out° ."..'Id Date:02/16/24 OWNER(S)OF PROPERTY: Name:Paul Kelly_ _ _ SCTM #1000-125-4-24.8 Project Address:2675 Laurel Trail, Laurel NY 11948 Phone#:631-566-7463 Email:facezmd@aol.com Mailing Address:2675 Laurel Trail, Laurel NY 11948 CONTACT PERSON: Name:Mathew Smith Mailing Address:PO.Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION _ L ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑■ No Will excess fill be removed from premises? []Yes ❑■ No • 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC Non Conforming __ v - 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 or Regulations,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):AMP Architecture ❑■Authorized Agent ❑Owner Signature of Applicant: Date: / �, RL ^� STATE OF NEW YORK) S. COUNTY OF ) Cutj 1- ��/� being duly sworn, deposes and says that(s)he is the applicant I :�(Name of individual signing contract)above named, (S)he is the u l ! (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 l l(1 day of 1 6(-u C cLl , 20 Not Pu i DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION Registration No. 01A00019644 Qualified in Suffolk Coun Where the applicant is not the owner �' ( PP ) Commission Expires January 9,2028 I, Paul Kelly residing at 2675 Laurel Trail, Laurel NY 11948 AMP Architecture do hereby authorize to apply on my Zalfthe Town S u of Bu g epartment for approval as described herein. 1/16/2024 Owners Signature Date Paul Kelly Print Owner's Name 2 OFFO[,f- BUILDING DEPARTMENT- Electrical Inspector �O� COGy�.e TOWN OF SOUTHOLD N x Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh D-southoldtownny.aov - seand(cD-southoldtownrim v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 —2 2— Company Name: 3qo 60,-661 Electrician's Name: j License No.: L"A 55clk Elec. email: a� j ' Elec. Phone No: I ❑I request an email copy of Certificate of Compliance Elec. Address.: 7-e3 &, f 16 rn cit ai e, JOB SITE INFORMATION (All information Required) Name: )-( r Address: J 'j Cross Street: Rd Phone No.: q,bl — q q Bldg.Permit#: ,£j©I Z email: /` ' 'l Tax Map District: 1000 Section: Block: Lot: BRIEF D SCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): fey oce ( Fo,r q bCd)-X Ord-ors v�pqao R 4-6-6),n Z'' o -d, Square Footage: 1 /,SO Circle All That Apply: I vi SO 3 2? Is job ready for inspection?: ❑ YES ❑ NO Rough 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# El New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 R H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION .,3/2zl 2.4 l oC z BUILDING DEPARTMENT- Electrical Inspector y`�p� spy TOWN OF SOUTHOLD Ica 1 ., Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol jamesh(c-southoldtownny gov seand(c-southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: C !So•,fib6i Electrician's Name: 26ig&,ttet- License No.: Cl jy Elec. email: , Elec. Phone No: I �ct ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) _ Name: j �/ (q6A.r--� Address: G Cross Street: 2Rd Phone No.: J _ q,, — q fill Bldg.Permit#: ,r d Z email: �` /�` l v Tax Map District: 1000 Section: Block: q Lot: BRIEF DVSCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C tiro &CO, �� O'er RcU LJj )sT e A i k of-0,0�) 1t�c9T� �,�.v 7y 7�0 'ct �7'F��� V� � R 2 � 0 -zsl F Square Footage: /,$—v Circle All That Apply: I ws(0 3 21 Is job ready for inspection?: ❑ YES ❑ NO Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1-Ph❑3 Rh Size: A # Meters OId:Meter# New service[-]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? nN Additional Information: PAYMENT DUE WITH APPLICATION 3'22I2� �.00Di PERMIT# Address: Switches I Outlets GFI's ) I,, Surface Sconces H H's 1 I UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have U ed Comments Z=C,�:A Lo !!2::� �r J ��� c, SPP�;E mxn. �6E n�aautrmasaArr� P PROPOSED IMPROVEMENTS DEPICTED ON THIS MAP ARE 'mDg1rY Iti3MEfW A SOLBfC pP4P BASED ON APPROXIMATE DIMENSIONS DERIVED FROM Ar�x"premrtmc'meme rnsrt,a=AU FLN4 N0 CLIENT'S DESIGN AND/OR SITE PLAN. THE PROPOSED IMPROVEMENTS �- ARE SHOWN AS AN ACCOMODATION TO THE CLIENT AND NO °aA °r RESPONSIBILITY IS ASSUMED 8Y THE SURVEYOR FOR CHECKING L""��'"'M.M. 836' THE COMPLIANCE OF THE PROPOSAL WITH ZONING OR OTHER �°^ "^sMCR � � R N REGULATIONS. ="� ' roic�evasaarArm�arsruunci O�3fi c°�mromimm m�arOAeru roneaAW= m�smAwrmvmmm�u.raAm' mrrEAu sor"aracama"' Tuvav To mmrw wa 00 lox 40 .. ,�g a a s aE x Io, . ...,a Al � 0, L-183.98 4 = co - vi „o 7 � AREA:29,572 SQ.FT.=0.679 ACRE CERTIFIED - LOT . - A TO:CHRISTOPHER HALL FIRST AMERICAN TITLE INSURANCE CO, STEIFEL BANK TRUST CO. - JOB NO.:2013-120 MAP NO.: 10712 " = - FILED.NOVEMBER 23, 2001 N REVISIONS. �p�-A D SVRL PLOT PROP.POOL&PATIO 519116 `�O.ONA��j �. S-URVEY-O LOT 6o Nei MAP OF LICENSENO..050363 C ; LAUREL LINKS - C HANDS ON SURVEYING S-T UATE AT 26 SILVER BROOK DRIVE " MATTI TUCK FLANDERS, NEW YORK 7 TOWN OF SOUTHOLD 11901 SUFFOLK COUNTY, NEW YORK TEL:(631)-369-8312-FAX'(631)-369-8313 S.C.T.M.DIST.:1000 SEC:125 BLK.:04 LOT.,24 8 MARTIN D._HAND L.S MENq 2 $ COPIES'OF TNlS SURVEY MAP.EITHER PAPER OR ELECTRaNIC,NOT BEARING 20 10 0 SCALE: 1"=40� 60 80 100 1 DATE EBRUA Y 25,_20�l3� THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE f• CONSIDERED TO BE A VAUD COPVAND SHALL NOT BE USED FOR ANY PURPOSE oa `77 R=556.60 L=10.55-7 O R=112.68' L=44.51' W Ld CD O,b Q ;t N C Lo i 1 VX46 I r {, 1 �� O -0 O INOROUND 1 SWIMM NG POOL 1 71 Je i �, .a ��► s' �t �' .; , *>R I z C9 Mtn i v 'fit ! ��. A i I .. 1 GREATI ON OF NEW B PI EGE Bl�THROOM ON FIRST �' ' `. ". •.: art+ w •'. r,� „' '� U r /� R 2 x � N 1 TRELLIS AND SECOND FLOOR. +�,. � ; �►. �''�""' , �' O 10 XIS r" • SUBJECT PROPERTY ,i' '�' ,, ;� ; a-J PATIO — REGONEICURTION OF EXISTING SECOND FLOOR r "^w ,Y � ' ! °� " " ` m � OUTDOOR BATHROOM. * q � • . * . '` �,,�". .c' � •' a O SHOWER I — ► +' '� LtiPCt +�' y "'*;. * ` , ",• „r eS • °' ¢ }° I NEW W I NDOV�! AT PROPOSED FIRST FLOOR �. BATHROOM. i . ,� A/G UNITS ❑ I 1 ''• f ,'' 1 ! * r -Aly n , I BRICK CHIMNEY I ,� 4` *, ..... .� t .. ,. ;� • W COVERED El CELLAR ENTRYBU I LD I NC FOOTPRINT AND CROSS/L I YBLE FLOOR ': � '"$' 01 1 AREA TO REMAIN UNG E HANCD* COVERED I s k 1 STONE ENTRY i 2 STORY FRAME DWELLING I — Y` W ! " , 1 1 F�O�E�T DATA : R � R n•4. 4 dC ,p .wA 1 }p, 1 PROJECT / ZONING DATA X TAX MAP # 1000 125 4-24 1 COVERED GARAGE .8 SLATE I ZONING DISTRICT AG (NG)ENTRY LOG�T I ON MAP Q f ' ^ 1 I LOT AREA 0.1 ACRES SCALE: NTS 6.4' ' GofO - NEW DWELLING Z-2a-18a; 10/24/2005 Q 1 � I GofO - GENERATOR Z-3856a; 10/II/2016 I K 1 GofO - TRELLIS Z-41Q"11; 4/I-7/2021 1 -QQ ,QQ PROJECT LOCATION & SCOPE o I LOF - OUTDOOR SHOWER Z-42584; 12/r/2021 SITE PLAN & ZONING DATA o ,- 1 ° s w I GofO - INGROUND POOL Z-42177; 2/12/2022 RISER DIAGRAMS I °- o 1 N� ry I FEMA FLOOD ZONE X C-OO2 ,0O GENERAL NOTES ENERGY TABLE 1 J STRUCTURAL DESIGN CHARTS _ _ I' FIREBLOCKING DETAILS SOUTHOLD TOWN CODE 280-207 (A)(1) j R=552.6b' L=90.4a' O*� LOT SIZE/ AREA IN ALLOWABLE TOTAL f`�— O I .00 PROPOSED DEMOLITION PLANS WATER METER SITE LAYOUT NOTES: EXCESS OF 20,000 O.O S.F. Q,5'12.0 S.F. GFA GFA I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS (G) LOTS CONTAINING UP 4,550 S.F. SUBJECT TO VERIFICATION BY A LICENSED TO 50,000 S.F. MAX. SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN 15 TO THE ALLOWAEL.E S.F. / PLUS ARCHITECT'S BEST OF KNOWLEDGE. 10% OF EXCESS LOT AREA 5,550.0 S.F. MI5-7.2 S.F. 4,50-I.2 S.F. 4,a8-7.5 S.F. — O2 .00 PROPOSED FIRST FLOOR PLAN OVER 20,000 L � L) R E L T R AI L 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MAY a, 2016 AND PREPARED BY: HANDS ON SURVEYING SITE PLAN 26 SILVER BROOK DRIVE A- 105.00 PROPOSED SECOND FLOOR PLAN FLANDERS N.Y. IIcIOI TELEPHONE: (651) 36Q 8312 SCALE: 1" = 20'-0" N I- z w O CU t� Li.i N I /T�4" FRESH AIR VENT Q JI THROUGH ROOF O I I PROJECT: 3"I I BORTZN ER I I d Q RENOVATION I i I I FULL BAT- _7--- --i---1 T ------I---- -r_� PROPOSED MODIFIED EXIST, NOTE, ALL PLUMBING WORK 2675 LAUREL TRAIL FULL BATH FULL BATH FULL BATH `-'HALL CONFORM TO LAUREL NY 11948 r I I MODIFIED I I I XI I 1 1 l CONNECT To I I (FULL BATH I I ��` 1 I I EXIST.WATER LOCAL PL.UMBIN6 CODE ' 1 FULL BATH I I SUPPLY SYSTEM ALL LUM51NO LPLUMBING t LLpQ FUEL GA5 WORK RELOG. SHALL CONFORMLEGENDRELOG. 2"I SINK TO LOCAL I I 2" I PROVIDE"ASESO FP200 FR LL HOT WATER PLUMBING GODS t DRAWING TITLE: I EXANDIN FOAM"(OR EQUAL) F-----H SUPPLY FUEL 6A5 j II RELQG. I I AT ALL PENETRATIONS IN FIRE i�j I I WG. I wl RATED WALLS AND S ; i; I WG ° ;; i; I w.G. :' ;; ;; 3I WG COLD WATER 8 PROJECT LOCATION & SCOPE I FLOORS/CEILINGS. PRODUCT m UI IV m x1 jJI .V x U 31 ;V rA �.._..-..� �j I- " I I - " I I SHOWER 1-� I CONFORMS TO ASTM E 614, I I`ry Ki . 1 I'ry .I I. m SUPPLY PIPING PENETRATIONS: ryI :� �I .'�� TUB _-�I B �I �I .ry SHOWER I. PROVIDE"ABE5-O FP200 FR. ASTM E 84,AND UL 1419 �, , I 1 EXPANDING FOAM"(OR EQUAL) SITE PLAN & ZONING DATA G.O. " 3" I 3 G.O. L __�-_________�_ L __�__________�__ J ___-___________�_, PROVIDE"ABESCO FP200 FR AT ALL PENETRATIONS AT WALLS RISER DIAGRAMS C.._.._.I_.._.._.._.._. _.l_.._.._..I.._.._..I_.._.._.._.._.._.I_.._.._ _.._..J.._.._.._.._.._.._..1..,I EXPANDING FOAM"(OR EQUAL) AND FLOORS/GEILIN65. AT ALL PENETRATIONS IN FIRE 2.PRODUCT CONFORMS TO ASTM E PROPOSED EXIST, 2 - 2" 1 1 RATED WALLS AND 614,A5TM E&4,AND UL I494 FULL BATH MASTER BATH ----- --------t 7---- -T-_-I NOTE: PROP05ED EXIST, EXIST. I EXIST. EXIST, I FLOORS/GEILIN65. PRODUCT -----r I EXIST, X I ALL PLUMBING WORK FULL BATH MASTER BATH KITCHEN WET-BAR HALF BATH I CONFORMS TO ASTM E 814, ---i--T- - r I I I EXIST. A ATH I SHALL CONFORM TO j I ASTM E 64,AND UL 14'74 1 I I 2"1 2'I I I i 2 KITCHEN WET-BAR 2"I EX 5T L.OGAL PLUMBING GODS � � LAUNDRY EXIST, I r/ EXIST. EXIST. 2„I I I 1 I I I 1 i2 I LAUNDRY I O KITCHEN j EXISTING p LAUNDRY PAGE: I 2' 21I I I I I 21I I 1 I I I I OUTDOOR 12' 12" ; I 3" I I ~ I Q I �Q I Q f I �mm `SHH0✓R ~ EXIST.F.A.I.TO I; I I 1 i I I� I pa I Oa I ��y I I; - I I Q j I I � G-001000 I W WIC. .�. a �1 ry I O W.G. J W.G. U I v I .0 i I� $i !� =1 10 luI �� W.G. yl ULLRANGEVENT IL 1NS I REMAIN 1 '3 (SHOWER 1- " I I- ' I-�' I 15HOWER - 1- " _ I, v iv I F I I _ $ V x I ( I V U I ry I I ' I REGULATOR I 1 I TUB I 1 2„ NI I_ SHOWER ryI Ilv m m Ni I� "c\vl IN ryI I� TVSTUB ryI I� SHOWER rt Iry ivl I� rvl I� m ryI Iry 11 I O G.O. 3, g„ 3 G.O. �� __1T_ _7-----_I— Lt._..-Ll.- - J? -1-- - -- -�.........................-II- �i° e - i I. ry m DRYER - SEKE A Dw DW wnsr R - I I Q� -I I- I I DW Q� DW _ � L—;�'�J I\ GENERATOR r-------- DATE: 02/08/24 J. OF 5 CONNECT TO I j 4-1HOUSE EXIST.WATER 1 j MAIN DRAIN G.O. SUPPLY SYSTEM I I TO STREET TO I I WATER AS MAIN MAIN 4 1I TO SEPTIC SYSTEM "J j m N E vv" EXIST. EXIST. p,+ BOILER BOILE C �l PLUMB 1 NO R I,SER - DRAIN / NA57E / VENT PLUMB 1 NO RISER - SUPPLY OAS RISER - SUPPLY SCALE: NTS SCALE: NTS SCALE: NTS NOTES � SPEGI IGATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS 6LA55 WINDOWS AND DOORS F I RE5LOGiG I `O FOR FLA FORM Y `OO FRA I ` O I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 Q BETTER (Fb = 875) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. IT IS THE T ALL TIMES. I RESPONSIBILITY TO KEEP THIS ESPONRUGTION TO READ BINNOTDEV OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY (FOR ENOI NEERED LUMBER [ie. WOOD I-JO 15T5] SEE MANU. 5PEG.'s FOR ADDITIONAL INFO.) TOGETHER AT ALL TIMES. , IS ALSO THE FAMILIARIZED WITH RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. d 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES Q GENERAL 3 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT AS FIRE-STOPPING. 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED =ROM THE . SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT INSTALLED WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATEDuj PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD TEMPERED GLASS, UNLE55 OTHERWISE NOTED. 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST J cu APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS SERVES AS FORM FRAME N6. APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE Q 't CV ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PLATE SERVE AS FIRESTOPPIN6. L0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE � c m 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 0 � FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING JOIST SERVES AS FIRESTOPPING. _ AND AUTHORITIES HAVING JURISDICTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, RULES SPECIFIED IN 1.1 THROUGH I.B. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING L_ (9 4. THE NNOTEONNER BOO NO U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, SURFACE. OR OF NONCOM-BUSTIBLE FILL. Q C (\j z O INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED d -- In 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE co � U ,;I- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN >) SHALL BE CLARIFIED WITH THE ARCHITEGT/ENOINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PRO6RAM, SUCH AS THE c X � N 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHER.WI5E NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SUCH UNITS. JOISTS SERVE AS FIRESTOPPIN6. p 4- WITH THE WORK. O O 6 6R.ADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR � � m � .-- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND a-J 4- In 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS c N (B UNLESS APPROVED BY THE ARCHITECT/ENGINEER• OF 5 YEARS. 4 SERVE AS FIRE5TOPPING. Q 0 0. 0 l0. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 7. CONTRACTOR TO VERIFY DIMENSIONS OF: FOUNDATION WITH FLOOR PLANS q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR I5 TO 5UBSTITUTE WITH 'a 8. THE HEADER SERVES AS FIRE-STOPPING. BEFORE THE START OF FRAMING ON PAGE 5-003. GENERALLY, SHEATHING IS OF I/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED ANOTHER WINDOW MANUFACTURER,IT IS THE RESPONSIBILITY OF THE ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CONTRACTOR TO VERIFY THAT THE GHATHE ESPON S OF THE WINDOW q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE STRINGER TO SERVE AS FIRESTOPPING. W APPLICABLE. 1.3. PREFABRICATED WOOD ]-JOISTS: ASSEMBLIES USING PREFABRICATED CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN W q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 b 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING PRESSURE, ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA, AND NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS E9RE55 REQUIREMENTS. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR L_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL 10. WINDOWS IN TUB/SHOWER ENCLCSURES AND WITHIN STAIRWAYS SHALL 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE BE TEMPERED GLASS. I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH D APPROVED EQUAL. EVALUATION REPORT. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA THE SHALL NOT BE REQUIRED WHEN THE BOTTOM OF AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRTTEN 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. THE VERTICAL OPENING E SEALED HE PLASTER PI THE GEILIN6 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY LEFT UNFILLED THAT HEAT FROM THE CHIMNEY BE CARRIED U - ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AWAY BY AIR CURRENTS THRENTS MOVING UPWARD AND OUT THROUGH NORMAL 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 2020 NYS BG SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON n 1 RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W IMPACT-RESISTANT STANDARD OR AN51/DASMA I15. -LOCATIONS REQUIRUNG FIRESTOPPIN6- M 13. THE CONTRACTOR SHALL OBTAIN GERTIi°IGATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. AS FIRESTOPPING. �,� 1 1 1 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMI5ES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS FIRE_ FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 ■ WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE WITH A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN STOPPIN6 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL STOPPING FIRE- FIRE- SOLE Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 8' SHALL BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE STOPPING STOPPING RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING. BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, PANELS SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT ' 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. HARDWARE PROVIDED AS PER THE ANGHORAOE METHOD SELECTED IN U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL VERTICAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES ACCORDANCE WITH TABLE R301.2.L2. ATTACHMENT HARDWARE SHALL BE FIRESTOPPIN6 WHEN L_ AND ORDINANCES. 16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PERMANENT CORROSION-RESISTANT AND THE ANCHORS SHALL BE °I COVERING IS APPLIED 0) JOIST HE THICKNESS OF WA ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PERMANENTLY INSTALLED ON THE BUILDING. To UNDERSIDE of GENERALLY, SEPARATE DOUBLEJO T HALL FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, A5TM 05-I SPECIFICATION FOR GYPSUM LATH, OR ASTM G'7q LOCATION I LOCATION 2 LOCATION 3 JOISTS IIIIIIII - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. LOCATION 4 ' THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING PLUMBING s ALTERNATE 0 COMPLETION OF PROJECT. NONCIRE5TO PINASIBLE LOCATION AS PER PAGE 0-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT FIREsroPPING0 (D 17, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF (DWV) SYSTEMS TO NYS PLUMBING CODE AND NYS DEG REGULATIONS. SOS WOOD FIRESTOPPIN6 OF 61RDER Q 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. FIREsroPPIN6 ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND LOCATION 5 LOCATION 6 ACCORDANCE H/AWPA C22; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING III ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER H/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN Zam IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD, PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL DIRECTION AND AT BASE OF VERTICAL WASTE PIPES. III 2^SPACE NOT X CONTRACTOR IS TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE II'IiI ro BE FILLED � \ NONCOMBUSTIBLE FIRESTOPPIN6 INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK IIoII �� \ APPROX.I INCH THICK MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/6" FIREsroPPIN6 ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC,. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY PER FOOT. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ,\ ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR VN CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY �; EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE LOCATION 7 lk BE LIABLE REOARDLE55 OF WHETHER OR NOT IT I5 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. NOTED: �� A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL - DISH WASHER.......................................2" \� PARTY INDEMNIFIED HEREUNDER. FIRESTOPPIN6 L B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND - KITCHEN SINK........................................2" LOCATION q PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - LAVATORY...............................................2" LOCATION 8 I8. ALL MATERIALS, ASSEMBLIES, AND METHOD ,F CONSTRUCTION INGLUDIN6 A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - SHOWER/TUB....................... LOCATION 10 BUT NOT LIMITED TO FORM-WORK, BLOCK-YyORK, FRAMING, NAILING, PLACING """"""""".2 OF CONCRETE, ETC. ARE TO BE CAREFULLY' SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - TOILET.......................................................3" - -- -TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - LAUNDRY .................................................2" APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - FLOOR DRAIN..........................................5" �IGPI I I `� �I �I �� I I I I I�/Y I"`�� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, I `►✓U Jam. I I `� I `l I �l U �" � �y, I AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY THROUGH ROOF. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN $ PROPOSED DESIGN GODS FRE5CRl PTI\/E VALUE $PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE DRAIN COCKS AS REQ D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW COMPONENT GOMPL I ES OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS PROTECTION. VALUE CITATION (PER 2020 NYSECCC) 20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI14.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. PROVIDED WITH BACK FLOW PROTECTION. MAX. U-VALUE = 0.32 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. U-VALUE = 0.25 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/SF YES SPEGIFIGATIONS, UNLESS NOTED OTHERWISE:. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. PER R402.4.5 $ TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOGKING AS PER NEW Y'ORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION PRIOR TO CONGEALMENT OF PLUMBING. CEILING R-VALUE R-4q BATT INSULATION MIN. R-VALUE = 4q YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. PER TABLE R402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF Ig90 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CODE. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) YES I 2 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M .2.1 THROUGH M 2.2.7. PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. R-21 BATT INSULATION GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE: RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE - -- N CONSTRUCTION;SSTD 10-qq AND 2015 SBC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" HOT WATER PIPE MIN R-VALUE = 3 H w CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FLANGE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. R-3 PIPE INSULATION YES I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ I INSULATION PER R405.4 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEC.'s). A5ME BI6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). I - 2 HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE STATEMENT: V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DES16N BE USED IN ACCORDANCE WITH MANUFACTURER'S REGOMME14DATION5. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL H/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD 3 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS WALL H/STEEL SHIMS b A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. TABLE R50I.-7 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE H/ (2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION BOL75 ® CLIMATIC 6 OEO6RAPHIG DE51ON CRITERIA STRUCTURAL DESIGN LOADS AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST, WALLS 6 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, GROUND SNOW LOAD 25 LBS SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMEN75 OF THE GOVERNING BUILDING CODE AND ANY I ALLOWABLE USE LIVE LOAD DEAD LOAD PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE H/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S BASIC WIND SPEED 130 MPH STRUCTURAL MEMBER PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWARE (H/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. DEFLECTION EXTERIOR BALCONIES 40 psf 15 psf 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8' LONG EXPOSURE CATEGORY B RAFTERS HAVING SLOPES GREATER THEN 5/12 xo RAFTERS EXCEPT WHERE COLLAR TIES OF I OR 2 x4 LUMBER IS H/b s RISE 8 H/ (2) /a O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD L/180 DECKS 4o sf IS psf BO RTZ N E R LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. IW/ NO FINISHED CEILING ATTACHED TO RAFTERS p p SEISMIC DESIGN CATEGORY B RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING WEATHERING SEVERE CODE INTERIOR WALLS d PARTITIONS H/150 RENOVATION D I. GYPSUM WALL BOAR SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE UNINHABITABLE ATTICS WITHOUT STORAGE I COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. (MAX CLEAR HOT < 42") 10 psf 15 psf 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY FROST � �� FLOORS 8 PLASTERED CEILINGS L/360 05T LINE DEPTH 3-O IV' WITHIN 4' OF EXTERIOR CORNERS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 2.2.7. SCREWS: SGREW5 SHALL COMPLY WITH ANSI/ASME B IS.b.I UNINHABITABLE ATTICS WITH STORAGE 20 p sf 15 psf7 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND W ALL OTHER STRUCTURAL MEMBERS L/240 (MAX CLEAR HOT > 42")HERE WOODSGREWS (INCH SERIES). TERMITE MODERATE TO HEAVY , 2675 LAUREL TRAIL DEEMED APPLICABLE. HABITABLE ATTICS d TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf LAUREL NY 11948 OF J" AND 3"x3"xi" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION ICE BARRIER REQUIRED YES EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR (VIHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 11 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MA5ONRY FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING FOIL TO BE PLACED TOWARD WARM SIDE. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I SLEEPING ROOMS 30 psf 15 psf DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' OPd CENTER. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 2. PROVIDE 2' R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION GENERAL NOTES CODES AND REFERENCE STANDARD: 4. FINISH JOINTS, J-5EAD5, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE CONTRHALLSACTOR FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY STAIRS 40 psf 15 psf CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK TAPED AND RECEIVE THREE COA75 OF JOINT COMPOUND. ALLOW 24 HOURS FOUNDATION WATERPROOFING. I I I/�^ /� I/�` I^I I^I H p� STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. I `A I L. I I ` O/STRAFE=I I ` O @ Y `� NDOY `�/DOOR I I J� R GUARDRAILS AND HANDRAILS 200 psf 15 psf STRUCTURAL DESIGN CHARTS NEW YORK. STATE PROPERTY MAINTENANCE'_ CODE, AND 2020 NEW YORK. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - q" R-50 FOR FLAT CEILINGS FIREBLOCKING DETAILS ALL OPENINGS. - &.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS NOTATION: 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf IS psf WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-005. - 5. R-21 FOR 2 4" WALL CONSTRUCTION A - NUMBER OF 6d NAILS ® EA. END OF STRAPPING (2018 WFGM, T REQUIRES OVER 14 NAILS, USE SIMPSON 0516 STRAPPING (OR EQUAL).ABLE 3 PAGE:.7, P. 18q);WHEN STRAPPING CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION - 5.25" R-21 FOR FLOORS B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 2gl) (AFBPA) AMERIGAN WOOD COUNCIL (ANC). C - NUMBER OF FULL HEEIGHT KING STUDS ® EA. SIDE OF HEADER (.2015 WFGM, TABLE 3.23C, P. 2412; "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 3. ALL PLUMBIN WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ELECTRICAL: ALTERNATE AS PER TABLE 3.23D, P. 2q3) ASGE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) G PLUMBING CODE. A D D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDEG-002m00 MECHANICAL CONNECTIONS: I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM (2015 WFGM, TABLE 3.7,P. 18q) 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK. STATE TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW PORK STATE E (2-PLY) - NUMBER OF JACK 5TUD5 ® EA. END OF 2-PLY HEADER(2016 WFGM,TABLE 3.22F, P. 288) MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON" MAY BE ENERGY CONSERVATION CONSTRUCTION CODE. C E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2018 WFGM, TABLE 3.22F,P. 288) 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT.NATIONAL ELECTRIC 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 2. THE 5UE35TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED COMPLETION OF WORK. � B E (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.5,P. Iql) DATE: 02/08/24 2 OF 5 GONSTRUGTION CODE. BY "SIMPSON" MANUFACTURER. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: FA57ENINO SCHEDULE B 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES - GENERALLY, VERIFY OR PROVIDE HARD WIRED F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS MECHANICAL, FUEL OAS: SMOKE DETECTORS w/ BATTERY BACK-UP IN: INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL i' LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY H/ THE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" A. EACH SLEEPING ROOM A NYS MECHANICAL GORE AND FUEL GAS CODE NOTATION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED B. OUTSIDE OF EACH SEPARATE SLEEPING MAX A B G D E E F �� ' e1?C� 2. ALL MECHANICAL SYSTEMS, APPLIANCES, B EQUIPMENT SHALL BE LISTED, AREA IN THE IMMEDIATE VICINITY OF ROUGH (�-PLY (3-PLY r 1% 61 LABELED, E INSTALLED IN ACCORDANCE H1 MANUFACTURER'S SPEC.'S 4 CODE. 5, INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER THE BEDROOMS (GENERALLY THE HALLWAY) OPENING HDR) HDR) %% M. J�0n '\i, MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. � oi- .�Q s"� '�- �cl% 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS C. EVERY LEVEL OF DWELLING 2'-O" 2 I I 2 1 1 2 � '� s?, `' -A` 1-11 SHALL BE EQUIPPED H/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER (BASEMENT, FIR57 FLOOR, 6 SECOND FLOOR, ETC.) ` a`°' 11 ,: SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 4'-O" 3 I 2 3 I I 3 • ��zl 1, �`< ; s 4,'�� r 4. SUPPLY b RETURN DUCTS OR PORTIONS 'THEREOF NOT LOCATED 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY COMPLETELY INSIDE THE BUILDING THE ENVELOPE SHALL BE INSULATED ARCHITECT * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" 4 I 3 4 I I 4 N� ", ,�,� ✓ TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): I ��• 0 7 J O 8. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM 8'-O" 6 2 3 5 I I 5 ' 11 DUCTS 3"� b GREATER, LOCATED IN ATTIC: R-8 HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED DUCTS UNDER 3"V, LOCATED IN ATTIC: R-b BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DUCTS 3"O E GREATER, OTHER PORTION OF BUILDING: R-6 10'-O" -1 2 4 6 2 I 6 DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2L 12'-0" 81 2 5 � 8 2 I 8 -{ d -I EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT SHADED AREAS NOT IN SCOPE OF WOOD FRAME (L.G. STL. WORK WHEN APPLICABLE) Q EXISTING TO REMAIN 0 Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C W 5TL. WHEN APPLICABLE:) J (j NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL DEMOLITION NOTE: Q N WOOD FRAME (L.G. STL. © POST FOR 4 WALLS PROVIDE 5HORING AND SUPPORT TO ALL AFFECTED m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT O b- POST FOR 6" WALLS), U.O.N. OF ANY DEMOLITION OR CONSTRUCTION. _ '- NEW 2-HR FIRE RATED >: C9 WOOD FRAME (L.G. STL. 0 C CV z O WHEN APPL I GABLE) a- Lo d. c X � N O 4 O O m -.�j (� EXI5TINO OUTDOOR c N Q cu SHOWER Q a 0 EXIST. HALF BATH. N LN. �00 Fi w EXIST. I � 'IUD 0 0 coEXIST. EXIST. EXIST. PRIMARY EXIST. EXIST. BATHROOM EXIST. BREAKFAST V G.H.) COVERED MASONRY EXIST NOOK n , PORCH (a'-O" G.H.) W . BEDROOM 4-j m (CATHEDRAL GLGJ w EXIST. EXIST. I I U c EXIST. EXIST. - - - - - - FAMI Y ROOM (q'-O" G.H.) ' EXIST. EXIST. - - - - Q A.I.C. W.I.G. EXIST. EXIST. W/o KI TGHEN (9'-0" G.H.) U O J N 71 EXIST. w LIVING ROOM L" G.H.) EXIST. o I ul EXIST I u EX15T. -- /� DOORSL EXIST. EXIST. BEDROOM PRIMARY � - � HALF BATH. cI 'i �� // J --_----_-- BEDROOM I( _ II l$� ��__=�� — — — — — — EXIST. / I� - - - - - - - - EXIST. EXIST. COVERED / STOOP RELOCATE �\�� u � PLUMBING Ll w �\ EXIST. � INCLUDING O v\> BATHROOM O / BASEBOARDS EXIST. N � O /i TO BE — — — — — — — 1Xu EXIST. (8-O G.H.) 2 / RELOCATED. "SEE PROP.• EXIST. N (D _ - _- EXIST. D w p EXIST, X / �` EXIST. REMOVE EXIST. X `� F MUD ROOM/ lu �� %i BATHROOM DOOR EXIST. X �j i w EXIST. i ua T LAUNDRY ---- " N O EXIST. PANTRY w __ (8-O G.H.) w EXIST GL 2'-6" / 6" EXIST. EXIST. EXIST. A�?Y /REMOVE EXIST. EXIST. EXIST. N I I �� DocR � N Lu EXIST. BEDROOM EXIST. EXIST. EXIST. STUDY STUDY DINING ROOM (8'-O" G.H.) � c.� (9'-O" G.H.) (OPEN TO (9'-O" G.H.) ABOVE) X w EXIST. EXIST. Q GL. w N a w w PROJECT: EXIST. z)( EXIST. BORTZN ER EXIST. RENOVATION GL. EXIST. z COVERED Q STOOP N X w _ 2675 LAUREL TRAIL LAUREL, NY 11948 EXIST. N 3 GAR GARAGE tu DRAWING TITLE: PROPOSED DEMOLITION PLANS PAGE: A-101m00 X uJ DATE: 02/08/24 3 OF 5 o " a .. 4; O ITION PAN SE00N7 FLOOD' I7EM0 1TI0N FLAN= '� � I fi�ST FLOOR I��M L L L L 4F: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" (5E ND L <E� �. _ EXISTING TO BE DEMOLISHED NEN PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J coSTL. WHEN APPLICABLE c) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL L0 WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. _ } C09 WOOD FRAME(L..G.TSTDL. 0 O N z WHEN APPLICABLE) a •c-o Ln c X :3 N O O O 4 C9 FLOOR FLAN NOTES N O m EXISTING OUTDOOR c Ca DOOR NOTE: SHOWER Q O 0. O NEW EXHAUST FAN SHALL BE INSTALLED WHERE Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 4O VENTILATION 15 NOT MET BY MEANS OF NATURAL EXIST. ON PLANS BY 'JELD-WEN' (OR EQUAL). CIRCULATION THROUGH WINDOWS OR DOORS TO 0ALF BATH. N 2.INSTALL NEW EXTERIOR DOORS INHEN GALLED OUT OUTDOOR SPACES AS PER NYS MECH. CODE SECTION co X LN. ON PLANS BY 'THERMATRU' (OR EQUAL). 405.5.2.5; INSTALL AS PER MANU. SPECS m w DOOR SCHEDULE. 3 PROPOSED;SEE DESIGNATIONS. NOTE DOES NOT INDICATE EACH NEW DOOR EXIST. \ 4NEW PLUMBING FIXTURES: Q 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR O5 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. m \ WALLS, U.O.N. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 5. INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"xlO" H17R., U.O.N. NEW TILE FLOOR: CID) CID 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING 6 I. NEW TILE FINISH (H.O. TO SELECT) UPON (B �J ELEMENTS AROUND DOORS (TYP, FOR ALL) U.O.N. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON EXIST. EXIST. EXIST. WINDOW NOTE! 3. NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON PRIMARY EXIST. O I. ALL NEW WINDOWS SHALL BE ANDE5ERN CASEMENT, 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); BATHROOM EXIST. BREAKFAST v DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER SCREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. ® �i M'-O" G.H.) COVERED MASONRY NOOK `'fl rI 1 MANU. SPEC.'S. INTERIOR. s PORCH (a'-O" G.H.) `j�2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROP05ED; SEE DESIGNATIONS Q WINDOW SCHEDULE. WEAVE IN NEW WOOD FLOOR WHERE NEGESSARY: m 3.FOR SUBSTITUTIONS, SEE NOTE #11 IN "GLASS WINDOWS ■ AND DOORS" ON PAGE 6-002. T I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 8 SCREW); 0(s ° 4.ALL CASEMENT W SHEATHING 6"TO HAVE STRAIGHT ARM HNISF. SCREW PERIMETER OF SHEATHIN 6" O.G. d 12" O.G. ® N 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH INTERIOR WHERE NECESSARY. 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: 2.NEW FINISHED FLOOR TO MATCH EXISTING. 1 j 6.1. FOR ALL 5KYL16HT5 b OPERABLE PANELS OF EXIST. EXIST. r 1 SWINGING, 5LIDIN6, +I! BIFOLD DOORS HEATING NOTE: v O8 I. NEW BASEBOARD HYDRONIG HEATING SHALL BE EXIST. 6.2. WITHIN IS" OF F.F. EXIST. EXIST. II WITHIN 24" OF A DOOR INSTALLED IN BATHROOMS WHERE EXISTING WA5 - - _ - - � FAMILY ROOM 6.4. W W WITHIN STAIRWAYS $ WITHIN 36 OF A LANDING REMOVED. (9-O G.H) 6.5. WITHIN TUB/SHOWER ENCLOSURES 2.INSTALL NEW SLANT FIN - FINELINE 50A BASEBOARD O EXIST. EXIST. 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 RADIATORS AS PER MANU. SPECS (OR EQUAL) 0 W.I.G. W.I•G• 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 3. PRECISE PLACEMENT $ BASEBOARD LENOTH5 SHALL in WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM BE DESIGNED BY OTHERS. (2) 2"xIO" HEADER U.O.N. HIGH EFFICIENCY LAMPS: W/0 EXIST. @ O Q 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NOT LESS THAN g05K OF THE PERMANENTLY INSTALLED LIGHTING KITCHEN NYS THAN FOR OPERABLE WINDOWS WITH SILL HEIGHTS FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72' 18�_4„ O O ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2020 NYS EGG R404.1 BUILDING EXTERIOR. EXIST. WATER PIPING INSULATION: LIVING ROOM MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE r TYPICAL BATHROOM NOTE: (q'-O" G.H.) ' OI. WALL BOARD INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE r 3 I.I. INSTALL M0157URE RESISTANT GYPSUM BOARD IN FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 $ R403.5: ALL BATHROOMS 1.2. INSTALL CONCRETE BOARi� IN ALL SHOWERS AND I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING c TUB SURROUNDS FLUIDS >105°F OR <55°F (R403.4) 2. 5HOWER FLOORS 2. PIPING J" AND LARGER IN NOMINAL DIAMETER VXN - 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 3. PIPING SERVING MORE THAN (1) DWELLING UNIT p 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE TOWARDS DRAIN) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD EXIST. uuu� EXIST. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 6. PIPING LOCATED UNDER A FLOOR SLAB PRIMARY R - - HALF BATH. cV FLOOR, WRAP DRAIN $ AT'LEA5T W' UP WALLS 7. BURIED PIPING BEDROOM I O 0 3. BATHROOM WALLS 5. SUPPLY 8 RETURN PIPING IN RECIRCULATION SYSTEMS - G.H.) 5.1. PROVIDE TILE FINISH AT BATHROOM "WET" WALLS OTHER THAN DEMAND RECIRCULATION SYSTEMS. m OF SHOWERS/TUB5 ADJACENT TO SHOWER OR - - - - - - - - - - - 5 . TUB (3 WALLS). - - - - - 5.2. RUN TILE FULL HEIGHT OF WALL. EXIST. EXIST. COVERED SHADED AREAS NOT IN SCOPE OF = STOOPtd - WORK � O EXIST. N PNL. 'n EXIST. N EXIST. EXIST. D ijI L w H p EXIST. x a EXIST. X X H MUD ROOM/ 0 PROP' w EXIST. EXIST. w d) LAUNDRY m BA CL PANTRY w ALL NEW WINDOWS SHALL BE ANDERSE'.N; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "G-005" FOR NAILING 8 STRAPPING DETAILS. Ll ** SEE DOOR 50HEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER A 4 3 Z * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER p 5 -p 2'-0" 6'-2" w ** CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS - O - - -- - - WINDOW CHART 8 EXIST. EXIST, O EXIST. v STUDY STUDY _ DINING ROOM 7'-6" (q'-O" G.H.) (OPEN TO (a'-O" G.H.) ROUGH OPENING WINDOW DIMENSION ABOVE) IFTAG COUNT TYPE MODEL # I Lu _ WIDTH HEIGHT WIDTH HEIGHT N EXIST. s II ------- 014 GL. ! w o A I AWNING AN21 2-O /8 I -�{ 2-0 Y5 I-8 Y2 x x w PROJECT: 12'-6" EXIST. � DOOR 5GHEDULE - --- - -- --- ' EXIST. BORTZN ER DOOR MATERIAL o EXIST. R E N OVATI O N ' GL. m TAG DESCRIPTION MANUFACTURER p � N NOTES EX157. Q WIDTH HEIGHT Lu COVERED X `r w 2675 LAUREL TRAIL FIRST FLOOR = _ _ _ _ - LAUREL, NY 11948 JELD4N EN OR MARBLE 101 POCKET DOOR 2'-b" b'-8" • DOOR EXIST, N EQUAL SADDLE 5 GAR GARAGE o DRAWING TITLE: SECOND FLOOR m JELD-WEN OR - MARBLE PROPOSED FIRST FLOOR PLAN 201 INTERIOR SWING EQUAL 2'-b" b'-8" • SDOOR ADDLE AA 202 INTERIOR SWING JELD-WEN OR 2'-6" b'-8" • DOORLE EQUAL SADDLE PAGE: A-102m00 � I X liJ DATE: 02/08/24 4 OF 5 6'-O" 9'-O" I5'-2" 21'-2" q •;.,�?=.c�L jq[(j/' FROPOISED F I R57 FLOOR PLAIN '9j. o 7 k�a� SCALE: 114" = 1'-O '" (5E I ERAL 5"*r��50L E""r : d _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C J fB STL. WHEN APPLICABLE) m NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL aa,' Lo WOOD FRAME (L.G, STL. POST FOR 4 WALLS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � POST FOR b" WALLS), U.O.N. _ } 0 WOOD FRAME (LR.G, 5TDL. O O N z O WHEN APPLICABLE) a •� W c X CV i 21'-O"- 14'-O" O O a--+ (D FLOOR PLAN NOTES O n J m � � c>3 � DOOR NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE Q O a Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O VENTILATION 15 NOT MET BY MEANS OF NATURAL ON PLANS BY 'JELD-WEN' (OR EQUAL). CIRCULATION THROUGH WINDOWS OR DOORS TO 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT OUTDOOR SPACES AS PER NY5 MECH. CODE SECTIONz ,NI \ ON PLANS BY 'THERMATRU' (OR EQUAL). 405.5.2.5; INSTALL AS PER MANU. SPECS 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESI6NATIONS $ DOOR SCHEDULE. NEW PLUMBING FIXTURES: 4.PLACE DOORS 4" MIN. FROM FERPENDIGULAR O / 5 ALL NEW PLUMBIN6 FIXTURES TO COMPLY WITH PG 405. WALLS,U.O.N. SEE ALSO PLUMBIN6 GENERAL NOTES ON PAGE 6-002. 5. INSTALL AS PER MANU SPEG.'s 6.PROVIDE (2) 2"xlO" HDR., U.O.N. NEW TILE FLOOR: 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING O6 I. NEW TILE FINISH (H.O. TO SELECT) UPON � T� ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON t„J WINDOW NOTE: 5. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON EXIST. ' ` O I. ALL NEW WINDOWS SHALL BE ANDESERN CASEMENT, 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); I nV, DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER SCREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. ® O W MANU. 5PEC.'5. INTERIOR. EXIST. EXIST. m 2. NOTE DOES NOT INDICATE EACH NEW WINDOW PROFOSED; I SECOND FLOOR TJ SEE DESIGNATIONS a WINDOW SCHEDULE. WEAVE IN NEW WOOD FLOOR WHERE NECESSARY: DECK �' BEDROOM 3.FOR SUBSTITUTIONS, SEE NOTE #5 IN "6LA55 WINDO�NS (CATHEDRAL CLG.) AND DOORS" ON PAGE G-002. O I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); ` L 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH INTERIOR WHERE NECESSARY. 6.IN GENERAL, TEMP. GL. SHALL :BE PROVIDED: 2.NEW FINISHED FLOOR TO MATCH EXISTING. b.l. SW N NG,S IDIINS, $ BIFOLDADOORS PANELS OF HEATING NOTE: FOR ALL U 6.2. WITHIN IS OF F.F. O I. NEW BASEBOARD HYDRONIG HEATING SHALL BE 6.5. WITHIN 24" OF A DOOR INSTALLED IN BATHROOMS WHERE EXISTING WAS 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING REMOVED. /r 6.5. WITHIN TUB/SHOWER ENCLOSURES 2 (RADIATORS AS PER MANU. SPECS (OR EBASEBOARD EXIST. 6.b. SEE ALSO GENERAL NOTES ON PAGE G-00� -I. SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND 5.PRECISE PLACEMENT 4 BASEBOARD LENOTH5 SHALL WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM BE DESIGNED BY OTHERS. W (2) 2"xlO" HEADER U.D.N. HIGH EFFICIENCY LAMPS: o EXIST J Q 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS NOT LESS THAN clO% OF THE PERMANENTLY INSTALLED LIGHTING i LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -72" FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER ( N ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2020 NY5 EGG R404.I BUILDING EXTERIOR. X HOT WATER PIPING INSULATION: EXIST. TYPICAL BATHROOM NOTE: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE UNFINISHED EXIST. w O I. WALL BOARD INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE AREA 5 I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 4 R403.5: ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND I. MECHANICAL SYSTEM PIPING CAPABLE OF GARRYIN6 TUB SURROUNDS FLUIDS >I05°F OR <55°F (R403.4) m w 2. SHOWER FLOORS 2. PIPING 'J" AND LARGER IN NOMINAL DIAMETER 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 3. PIPING SERVING MORE THAN (1) DWELLIN6 UNIT r 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE TOWARDS DRAIN) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD EXIST. R 6 MODIFIED BEDROOM 2.5. WATER PROOF MEMBRANE TO COVER SHOWER PIPING LOCATED UNDER A FLOOR SLAB 3-b 202 FLOOR, WRAP DRAIN BATHROOM 3 ATLEAST 18" UP WALLS 'I. BURIED PIPING c� 0 5. BATHROOM WALLS 8. SUPPLY 8 RETURN PIPING IN RECIRCULATION SYSTEMS cV O I (8'-O" G.H.) 5.1. PROVIDE TILE FINISH AT BATHROOM "WET" WALLS OTHER THAN DEMAND RECIRCULATION SYSTEMS.OF SHOWERS/TUBS ADJACENT TO SHOWER Or, 6 TUB (3 WALLS). EXIST. 4 g (V 5.2. RUN TILE FULL HEIGHT Of: WALL. SHADED AREAS NOT IN SCOPE OF o b U - d U WORK 5 O ® PROPOSED BATHROOM i EXIST. EXIST. DN 20I EXIST. THROE) o� W-O" G.H.) w 'II, EXIST. EXIST. EXIST. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 8 STRAPPING DETAILS. ,n EXIST. EXIST. EXIST. _ ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER OOGL. GL. CL. FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER _ �8'-2 z CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS OPEN TO - 3'-O" 4'-II" 4'-II" w BELOW ) _ EXIST. _ - ` O BEDROOM WINDOW CHART �r (8'-o" G.H.) 0 ROUGH OPENING WINDOW DIMENSION N TAG COUNT TYPE MODEL # tu X WIDTH HEIGHT WIDTH HEIGHT EXIST. � -7EI I Q A AWNING AN21 ::�]E- O 5/8" I'-q" 2'-O Ye" PROJECT: DOOR SCHEDULELr - - - - - - - - - - - - -I- f -- --- -- - -- r BORTZNER DOOR MATERIAL Ii RENOVATION TAG DESCRIPTION MANUFACTURER p Q N NOTES WIDTH HEIGHT O Q - O w I � 7 2675 LAUREL TRAIL FIRST FLOOR L _ - - - - - - - - - LAUREL, NY 11948 JELD-WEN OR ��:�] MARBLE 101 POCKET DOOR EQUAL 2-b 6'-8" • - DOOR - - sA°DLE DRAWING TITLE: SECOND FLOOR PROPOSED SECOND FLOOR PLAN JELD-WEN OR MARBLE I�201 INTERIOR SWlG EQUAL 2'-b" b'-8" • DOOR _ SADDLE MARBLE 1 2-b b-8 • 202 INTERIOR SWIG G JELD-WEN OR EQUAL DOOR 1 SADDLE PAGE: A-103m00 DATE: 02/08/24 5 OF 5 - - - - - - - - - - � 1 ' ,. $ ` i PROPOSED SECOND FLOOR PLAN ��. ��� � �.��: 'a 74a5 SCALE: 1/4" = 1'-0"