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HomeMy WebLinkAbout52632-Z TOWN OF SOUTHOLD �u BUILDING DEPARTMENT SOUTHOLD, DIY Ilk� 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#: 52632 Date: 01/27/2026 Permission is hereby granted to: Sandra Simchick Po BOX 405 Cutchogue, NY 11935 To: legalize "as built"alterations and to construct new alterations to an existing single-family dwelling as applied for. Additional certification will be required. Premises Located at: 1400 Track Ave,, Cutchogue, NY 11935 SCTM# 137..2.3 Pursuant to application dated 12/03/2025 and approved by the Building l nspector,. To expire on 01/27/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $307.50 As Built Alteration $84.00 CO-RESIDENTIAL $100.00 , Pr Total $491.50 d Wilding Inspector At TOWN OF SOU'THOLD--BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 y � .� �Telephone631 765-1$02 Fax (631) 75-9502 � � � � t� ° I ° Date Received APPLICATION FOR BUILDINIG PERMIT , For Office Use Only u PERMIT Na. Building Inspector w ..., Applications and forms must be filled out in their entirety. Incomplete U.'J"PN1fl applications will not be accepted. Where the Applicant is not the owner,an Ownees Authorization farm(Page 2)shall be completed. Date:11/26/2025 OWNER(S)OF PROPERTY: Name:Andrew Oppenheimer & Nicole Dobranski SCTM # 1000-137- -'' Project Address:1400 Track Ave Cutchogue, NY 11935 Phone#. 510 334-2035 Email: 1400traCk@ mail.com FM Address- CONTACT PERSON: Name:John McNeill - McNeill Architecture Mailing Address:321 riverside Drive, Riverhead, NY 11901 Phone#: Email:'ohn @ mcneillarchitecture.com (516)376-8594 � DESIGN PROFESSIONAL INFORMATION: Name=John McNeill - McNeill Architecture Mailing Address:321 Riverside Drive, Riverhead, NY 11901 Phone#:(516)376-8594 Email:john @ mcneillarchltecture—com CONTRACTOR INFORMATION: Name: Mailing Address: Phone# Email. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure FlAddition F lAlteration ❑Repair FlDemolition Estimated Cost of Project: 20ther Legalization of 1st floor bathroom and laundry room and proposed kitchen renovation $20000 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes No PROPERTY INFORMATION .......------ Existing use of property:Residential intended use of property: Residential ..............-- ------- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to F�es.�de ntial this property? MYes '*No IF YES, PROVIDE A COPY. 19, Check 111.,ox After Readl)ig','." 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 ri t name):John McNeill RAuthorized Agent MOwner A6 Signature of Applican,L Date: 12 121�2-5 CONNIE D.BUNC H STATE OF NEW YORK) Notary Public,State of New York No.01SU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14,2 John McNei l l, R.A. being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract) above named, he is the Age nt / Arch itect (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 rys day of 20 -------------- Notary Public PROPERTY OWNER AU711"HORIZATION (Where the applicant is not the owner) Andrew Oppenheimer residing at 0 k Av74� 6 C, do hereby authorizeJohn McNeill to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Si,6 ature Date j Print Owner"s Name 2 S.C.T.M. N0. DISTRICT: 1000 SECTION:137 BLOCK:2 LOT(S):3 TRACK AVEN, E EDGE OF PAVEMENT PIPE N 49°01'2 0" E 8 0.00' MON MON. CA 13 04E 150,00' C/0 (D Z J � Q x m Z z Z x t . CY') ", CONC.PATIO d0 LO STY F'RM CONC.APRON H N �d00. GATE p " COVERED 12 E PORCH GARAGE oe 10.3" GATE 0.5'W Op 0.6E STONE/BRICK POOLL — Ln PATIO 0 EQR L_ 0" STONE/BRICK ry �► ci PATIO < x 0? x -n m 00 C� H C� d' 0u7 m J L0 o a 9 ,— J 7$7 p CO O a n- 60 TIM ER WALL 0.6'N _ fE 5'VINYL FENCE 0.2'N 7::� 0.9"W _,_... 6'PO���RE�0,1'S PAP' © MON� s so 42'20" w 80.04' LAND N/F OF LAND N/F OF LAND N/F OF TERRY BECKER DORIS ANNABEL JOANN PRINCE u ROBERT ANNABEL ROBERT ANNABEL VINCENTANNABEL THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS REVISED 08-20-25 AND OR DATA OBTAINED FROM OTHERS. AREA: 13,552.36 SQ.FT.Or 0.31 ACRES ELEVATION DATUM: ,— _. ._--.----------- UNAUTHORIZED ALTERATION OR ADDIT70N TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 53&P/0 LOT 54 CERTIFIED TO: ANDREW OPPENHEIMER; MAP OF: M.S.HAND SECTION 2 NICOLE DOBRANSKI° FILED: MAY 12,1939 No.1280 FIDELITY NATIONAL TITLE INSURANCE COMPANY; SITUATED AT:CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND STJRVEYINGi PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 "_ ' DATE:AUG.3,2025 PHONE (631)298-1588 FAX (631) 298-1588 FILE 225-138 SCALE: 1 -24 N.Y.S LISC. NO. 050882 I 5 Is­7-C2 3 k L I,,R C' E 321 RIVERSIDE DR RIVERHEAD, NY 11901 (516)376-8594 STILL WATER AVENUE CD 170.58' 10 co 68.2' 21.8' I 8.2' I LEGALIZE EXISTING Client Info ` DRIVEWAY ' N GARAGE o BATHROOM AND ANDREW OPPENHEIMER& NICOLE I M 141.0' LAUNDRY ROOM DOBRANSKI 1400 Track Ave wCutchogue, NY 11935 s.o' 76.9' W = Project Info Z O w r I LEGALIZE EXISTING BATHROOM w — N AND LAUNDRY ROOM \ O PROPOSED KITCHEN / 00 1400 Track Ave / 00 INTERIOR ALTERATIONS Cutchogue, NY 11935 29.1' ICn U a Q I EXISTING 1 DCO STORY FRAME DWELLING I 48.3' 40.9' 79.4' c cn o z o a a� 168.23' PLOT PLAN v SCALE: 3/32" = 1'-0" 6" DIAMETER ol ,� 1 tED A ca` pow ARD REFLECTIVE RED PANTONE#187 o tip. - REFLECTIVE WHITE THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH CONSTRUCTION CHAPTER 8: ALTERATION - LEVEL 2 OF THE NEW YORK Al o TYPE STATE EX °fi tag ISTING BUILDING CODE. 1/2" STROKE DESIGNATION FOR STRUCTURAL N.Y.STATE CODE COMPLIANCE NOTE: COMPONENTS THAT ARE OF � l TRUSS TYPE CONSTRUCTION THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES. PLOT PLAN BCNYS 602.5 TYPE V. CONSTRUCTION TYPE"F" FOR STRUCTURAL COMPONENTS 2020 INTERNATIONAL BUILDING CODE PART 1265 RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION,AND/OR TIMBER CONSTRUCTION 2020 INTERNATIONAL ENERGY CONSERVATION CODE Drawn By Checked By ALL NEW CONSTRUCTION OR MODIFICATION TO RESIDENTIAL DWELLINGS 2020 INTERNATIONAL FIRE CODE INVOLVING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD 2020 INTERNATIONAL PLUMBING CODE •E•M• J.E.M. CONSTRUCTION AND/OR TIMBER CONSTRUCTION,HOMEOWNER IS REQUIRED BY 2020 INTERNATIONAL MECHANICAL CODE NEW YORK STATE LAW AND RCNYS TO AFFIX A DECAL SIGNALING TRUSS 2020 INTERNATIONAL FUEL GAS CODE Drawing No. CONSTRUCTION HAS BEEN USED TO AN ELECTRICAL METER BOX OUTSIDE THE HOME. SPECIFICATIONS ATTACHED NFPA 70: NATIONAL ELEC RIC CODE (NEC),2020 EDITION A-0 Sheet 1 of . 5 I "n 57'-10" 57'-10" 10 20'-311 37'-711 20'-3" 37'-711 A A SKYLIGHT f DRYER VENTED o U I \ TO EXTERIOR o 1 - 1 /\ I BATH W. DRY k� '. , —' � E:� I E C5 - 0 I / \ 1 5'-11" — �0e LAUNDRY 321 RIVERSIDE DR N � W.H. 12'-811 20'-711 H.u. RIVERHEAD, NY 11901 (516)376-8594 I 2"x10" F.J. w 1 6-8 1/21' �� OVEN KITCHEN _1 o� ao 1� - o 2x4 BEARIING UP @16 O.C. `, W �� o WALL r' o - r CIO , X 13'-811 M LIVING ROOM r' 1 1 REF. N I � `N 9'-2 1/2" 3'-1 1/2",114'-711 UP 13'-2 1/2" 1 11'-8 1/2" 11'-8" ol GARAGE -® ® CLOS. •o O co I - _1 O M w - _1 1 BEDROOM N vl N zo CO V " 10' "-9 rn9-6 - q A BATH Cv e @ SD 1 ti ff _2"x10" F.J._ _2"x10" F.J._ @16"O.C. @16" O.C. � SD Client Info co ANDREW OPPENHEIMER& NICOLE CLOS. CLOS.o DOBRANSKI cv 1400 Track Ave Cutchogue, NY 11935 \ CV Ix XDN r OIL o O So Project Info TANK O SD LEGALIZE EXISTING BATHROOM 1 °' AND LAUNDRY ROOM T 1400 Track Ave BEDROOM BEDROOM Cutchogue, NY 11935 r 1 CV WELL EQUIP. -v O N 0 10'-7 1/2" 2'-011 10'-9" �- 20'-3"' 12'-10 1/2" 24'-8 1/2" 20'-311 12'-10 1/2" 24'-8 1/2" 57'-1011 57'-10" U) o z O o- BASEMENT FLOOR IPLAN FIRST FLOOR PLANEi SCALE: 1/4" = 1'-0" °� SCALE: 114" = 1'-0" - t <" y qrr..�y,,� ap��'Y' a + EXIST.2"x8"C.J.@!16"O.C. t 0 4 ,. fi R-25 BATT INSUL. `; ` `.: .. s z GYP.BD.(TYP.) EXISTING ROOF SHIINGLES ' EXTERIOR PLYWOOD 2"X6"R.R.@16"O.C. i . R F " sr' 'aA i; r , , SRED �i L, ATTIC R-19 BATT INSULATIONM °" AR d GYPSUM BOARD(TYP) r .,..,,; ...: :,... •+ Ca 4 CONSTRUCTION NOTES: + ' ALUMINUM GUTTEfR [j/• 42• .,Sr' nxp'mE$..- .x+g d a ^1 Rr , } " 1 FASCIA TRIM 4 FOR COMPRESSIVE STRENGTH OF „ „ „ .;.,� ` �as�e'r 4'- 2 x4 STUDS @ 16 O.C. VENT SOFFIT �, r: ,�. # Yy,_ , �» �� op �,0 CONCRETE SEE TABLE R402.2 ON LEGEND R-13 GATT. INSULATION 1/2"GYPSUM BOARD EXISTING SIDING AIND SHEATHING ANY/ALL LUMBER THAT COMES N - 2"x4"STUDS @ 16"IO.C. INTO CONTACT WITH CONCRETE BATH 1 R-13 BATT.INSULATION dA SHALL BE ACQ ;. NEW FOUNDATION o °O 112"GYPSUM BOARD SEE DETAILS .- )* ALL CORNERS RAMING 1 GARAGE rtm-r„ II�� ��FF .. TO BE CONTIN�D�YRAP DOWN NEW INTERIOR 3/4"PLYWOOD ; ry . ' � " � FLOOR PLANS & a . r.. WITHIN A MIN.OF 10%OF THE LEAST WALL&PARTITION 2"x8"FLR.JST.@116"O.C. HORIZONTAL DIMENSION R-19 BATT INSULATION(TYP.) .h m., SECTION TO NEW EXTERIOR COLLAR TIES TO LOCATED IN THE WALL UPPER 1/3 RD OF THE ATTIC ' LEGALIZE BATH AND �. NEW WINDOW BATH WINDOW TO CONFORM — LAUNDRY ROOM TO THE HAZARDOUS GLAZING DA ..k,.,. ` REQUIREMENTS AS PER SECTION 308.4 � OF THE NEW YORK STATE RES. CODE. 10 NEW DOOR Drawn By Checked By TEMPERED GLASS REQUIRED AT ACE OF BATHROOM AND LAUNDRY ROOM IS UNKNOWN.rn J.E.M. J.E.M. GLASS OPENINGS WITHIN 18"AFF HARDWO SD DETECTOR RE SMOKE SECTION A-A APPEARS TO BE PRIOR TO 2000. RENOVATION Drawing No. BLOCK UNDERSIDE OF NON-BEARING INTERIOR WALLS RUNNINGPAr LLEL co CARBON MONOXIDE '- " HAPPENED WITHIN THE EXISTING THERMAL ENVELOPE. : A_ � DETECTOR SCALE: 1/4 — 1 0 W/FLOOR JOIST. Sheet 2 ofJ' , r , i TA SKYLIGHT A .rah 10'-8" �� 321 RIVERSIDE DR \ / I DRYER VENTED o DRYER VENTED 00 \ —I TO EXTERIOR TO EXTERIOR R I V E R H EAD, NY 11901 0 I /A II BATH W. DRY - W. DRY — _ e BAT (516)376-8594 5-11EF 0 5-1.1 ft8 /2 �&e LAUNDRY I I LAUNDRY 1 MICROLAM LVL HEADER 0 6'-0"x6'-8"SLIDING DOOR 12'-8" I 1 20'-7" WITH SIDELIGHTS CLOS. 6'-3 1/2" DN — —1 CLOS. 6-3 1/2" DN 6-8 1/2" o� OVEN ' KITCHEN REF. N o 13'-8" II N ® - II - LIVING ROOM 's' LIVING ROOM 13'-8" — I I d co1 REF. I I I _®_ co II 1 9'-2 1/2" ¶ 3'-1 1/2" 4'-7" _ KITCHEN c� 4'-10" 5'-0" t- I I 00 GARAGE GAGE ® �� l I I I I CLOS. � I I ® O — — — — — MICROLAM LVL(UPSET) RL4 U -3 4x7- 4 19'-7" 4x4 POST TO - iv = \�O FOUND.BELOW T vL2'(-O- Ce) 4x4 POST TO BEAM BELOW 0 o m , c� BEDROOM COVERED BEDROOM PORCH 0 Client Info 101-911 g 6 3-1 1/2 10-9 ANDREW OPPENHEIMER& NICOLE A BATH N 0 O SD A BATH N e SD DOBRANSKI ti ff 1400 Track Ave SD Q SD Cutchogue, NY 11935 Q O c0 % O c0 CLOS. CLOS. o Project Info N CLOS. CLOS.N LEGALIZE EXISTING BATHROOM AND LAUNDRY ROOM 1400 Track Ave Cutchogue, NY 11935 O SD O SD Q SD 7cO) SD 'v N O BEDROOM BEDROOM BEDROOM BEDROOM a a CV N Q 10'-7 1/2" 2'-0" 10'-9" 10'-7 1/2" 2'-0" 10'-9" FIRST FLOOR DEMOLITION PLAN FIRST FLOOR PLAN - OPTION 4 Z SCALE: 1/4" = V-0" O •°' SCALE: 1/4" = 1'-0" Ln "0 a� � o a� v 0 C? p`NARD�► CONSTRUCTION NOTES: FOR COMPRESSIVE STRENGTH OF °' ,J, CONCRETE SEE TABLE R4021.2 ON � LEGEND ANY/ALL LUMBER THAT COMES INTO CONTACT WITH CONCRETE SHALL BE ACQ NEW FOUNDATION SEE DETAILS ALL TO EOCONTINI . RAP tING DOWN NEW INTERIOR FIRST FLOOR WITHIN A MIN. OF 10%OF THE LEAST WALL&PARTITION HORIZONTAL DIMENSION NEW EXTERIOR DEMOLITION A N D COLLAR TIES TO LOCATED IIN THE WALL UPPER 1/3 RD OF THE ATTIC CONSTRUCTION BATH WINDOW TO CONFORM NEW WINDOW PLANS TO THE HAZARDOUS GLAZING DA REQUIREMENTS AS PER SECTION 308.4 NEW DOOR Drawn By Checked By OF THE NEW YORK STATE RES. CODE. 1� TEMPERED GLASS REQUIRED AT J.E.M. J.E.M. GLASS OPENINGS WITHIN 18"AFF n HARDWIRE SMOKE `J SD DETECTOR Drawing No. BLOCK UNDERSIDE OF NOWB RING CARBON MONOXIDE INTERIOR WALLS RUNNING PARALLEL O CO DETECTOR A-2 W/FLOOR JOIST. Sheet 3 of 5 i } TABLE 3. 1 (NAILING SCHEDULE) JOINT DESCRIPTION # OF NAILS NAIL SPACING LC C5 F LC o ROOF FRAMING a ���\\ GROUND SNOW LOAD-20 PSF N V Rafter to Top Plate (Toe-nailed) (,;see Table 3.3A) per rafter AS PER FIGURE 301.2(5)GROUND SNOW LOAD FOR NYS W.H. H.U. Ceiling Joist to Top Plate (Toe-nailed) (.;see Table 3.3A) per joist WIND SPEED-130 MPH Ceiling Joist to Parallel Rafter(Face-nailed) (;see Table 3.7) each lap AS PER FIGURE 301.2(6)BASIC WIND SPEEDS FOR 50 YEAR Ceiling Joist Laps over Partitions (Face-nailed) (;see Table 3.7) each lap MEAN RECURRENCE INTERVAL Collar Tie to Rafter(Face-nailed) (;see Table 3.4) per tie AS PER FIGURE R301.2.11 DESIGN CRITERIA-WHERE WIND 2"X10" F.J. w I I °�' '"""" ' Blocking to Rafter(Toe-nailed) �2- 8d each end SPEED IS 130 MPH OR ABOVE SHALL BE DESIGNED IN 2x4 BEARING UP @16° O.C. NCD I '•� L •— Rim Board to Rafter(End-nailed) 2- 16d each end ACCORDANCE WITH THE AF&PA WOODFRAME CONSTRUCTION WALL C� MANUAL FOR ONE AND TWO FAMILY DWELLINGS-WFCM c� 321 RIVERSIDE DR WALL FRAMING SEISMIC DESIGN CATEGORY-C `N RIVERHEAD, NY 11901 To late to To per foot AS PER FIGURE R301.2(2)INTERNATIONAL RES.CODE SEISMIC p p p PlateFace-nailed( ) 2- 16d p DESIGN CATAGORY I Top Plate at Intersections (Face-nailed) 4- 16d joints-each side Stud to Stud (Face-nailed) 2- 16d 24" o.c. SUBJECT TO DAMAGE FROM WEATHERING SEVERE I (516)376-8594 Header to Header(Face-nailed) 16d 16" o.c. along edges AS PER FIGURE R301.2(3)WEATHERING PROBABILITY MAP FOR Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2 x 4 stud CONC. UP 3- 16d per 2 x 6 stud FROST LINE DEPTH-3' 13'-2 1/2" 11'-8 1/2" 11'-8" 4- 16d per 2 x 8 stud AS PER R403.1(1)CONCRETE AND MASONRY DETAILS Bottom Plate to Floor Joist, Band Joist, 2- 16d per foot TERMITE-MODERATE TO HEAVY (2) 1-3/4"X 7-1/4"_ End Joist or blocking (Face-nailed) AS PER R301.2(6)TERMITE INFESTATION MAP — FLOOR FRAMING DECAY-SLIGHT TO MODERATE I MICROLAM LVL BEAM AS PER R301.2(7)DECAY PROBABILITY MAP Joist to Sill, Top Plate or Girder(Toe-nailed) 4-8d per joist WINTER DESIGN TEMP.-SUFFOLK CTY II-NASSAU COUNTY 13 w Bridging to Joist(Toe-nailed) 2-8d each end AS PER N1101.2 CLIMATIC CONDITIONS FOR NYS of Blocking to Joist(Toe-nailed) 2-8d each end ICE SHIELD AND UNDERLAYMENT REQUIRED-YES Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block AS PER N SEC 905.7.1-IN AREAS ERE THE AVERAGE TEMP.IN N ll Ledger Strip to Beam (Face-nailed) 3- 16d each joist WH cV cx O JANUARY IS 25 DEGREES F(4 DEGREES C)OR LESS OR WHEN TABLE Joist on Ledger to Beam (Toe-nailed) 3-8d per joist M Band Joist to Joist(End-nailed) 3- 16d per joist R301.2(1)CRITERIA SO DESIGNATES.AS ICE BARRIER THAT CONSISTS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE 2"A 0" F.J. 2"x10" F.J. ROOF SHEATHING POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF BUILDING. @16" O.C. @16" O.C. Structural Panels 8d 12"o.c. I Diagonal Board Sheathing *CODE COMPLIANCE NOTE* 1"x6"or 1"x8" 2- 8d per support THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF N.Y.S. 1"x10 or wider 3-8d per support THE MECHANICAL CODE OF N.Y.S., CHAPTERS 12 THROUGH 24,THE PLUMBING CODE OF NY STATE, CHAPTERS 25 THROUGH 32,AND THE CEILING SHEATHING ELECTRICAL CODE OF NY STATE, CHAPTERS 33 THROUGH 42. OIL I Gypsum Wallboard 5d coolers 7"edge/10"field TANK Q Client Info ANDREW OPPENHEIMER& NICOLE WALL SHEATHING A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE DOBRANSKI STATED. Structural Panels 8d 12"o.c. B.NAILS SPACED AT 6"OC AT EDGES,12"AT INTERMEDIATE SUPPORTS EXCEPT 6"AT 1400 Track Ave Fiberboard Panels SUPPORTS WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL Cutchogue, NY 11935 7/16" 6d 3"edge/6"field PANEL&PARTICLE BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305. WELL EQUIP. I 25/32" 8d 3" edge/6"field NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,BOX OR CASING. I Gypsum Wallboard 5d coolers 7" edge/10"field C.COMMON OR DEFORMED SHANK. O Hardboard 8d 12"o.c. D.COMMON. BASEMENT FLOOR PILAN Project Info Particleboard Panels 8d 12"o.c. E.DEFORMED SHANK. LEGALIZE EXISTING BATHROOM Diagnonal Board Sheathing F.CORROSION RESISTANT SIDING OR CASING NAILS. SCALE: 1/4" — 1'-0" AND LAUNDRY ROOM 1"x6"or 1"x8" 2-8d per support G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES&6"OC AT INTERMEDIATE SUPPORT. 1400 Track Ave 1"x10"or wider 3-8d per support H.CORROSION RESISTANT ROOFING NAILS WITH 7/16"DIA HEAD AND 1 1/2"LENGTH FOR 112"SHEATHING AND 13/4"LENGTH FOR 25/32"SHEATHING. Cutchogue, NY 11935 FLOOR SHEATHING I.CORROSION RESISTANT STAPLES WITH NOMINAL 7/16"CROWN AND 1 1/8"LENGTH FOR 1/2"SHEATHING AND 1 1/2"LENGTH FOR 25/32"SHEATHING.PANEL SUPPORTS AT 16-,(20" Structural Panels OF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, AT INTERMEDIATE SUPPORT. 1" or less 8d 6"edge/12"field o K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12"AT a greater than 1" 10d 6"edge/6"field Diagnonal Board Sheathing INTERMEDIATE SUPPORTS.1. 1"x6"or 1"x8" 2-8d per support I.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD • • 1"x10"or wider 3-8d per support STRUCTURAL PANELS. • • A M.STAPLES SHALL HAVE MIN.CROWN WIDTH OF 7/16". • N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,8"AT / • j INTERMEDIATE SUPPORTS. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 0.FASTENERS SPACED 4"O.C.AT EDGES,8"O.C.AT INTERMEDIATE SUPPORTS FOR % REFER TO TABLE R301.5 OF THE RESIDENITIAL CODE OF NEW YORK STATE SUBFLOOR&WALL SHEATHING AND 3"OC AT EDGES 6"AT INTERMEDIATE SUPPORTS i ( ) FOR ROOF SHEATHING. (n O P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. i USE LIVE LOAD DEAD LOAD ! % O �- Ln EXTERIOR BALCONIES 60 PSF 10 PSF RIDGE > DECKS 40 PSF 10 PSF R905.25 FASTENERS STRUCTURAL RIDGE SIMPSON STRONG TIE WITH Q PASSENGER VEHICLE GARAGES 50 A PSF AS PER PLAN FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, SIMPSON STRONG TIE CEIL.COLLAR TIES @32"O.C. SHINGLE RIDGE VENT ALUMINUM OR COPPER ROOFING NAILS,MIN.12 GAGE SHANK W/A MIN.3/8"HEAD ASTMF CATHEDRAL CEILINGS CS-20X18"MIN.WITH(7)1OD RIDGE CAP—� EXHAUST AIR ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 PSF 10 PSF COMMON NAILS PER RAFTER 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS& A MIN.OF 314 (R-R) INSTALLED OVER PLYWOOD SHINGLES—,,,,, 1/2"TO 3/4" ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK. PLYWOOD THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF FELTSHEATHING ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF SHINGLS SHALL HAVEA MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN PAPER SLEEPING ROOMS 30 PSF 10 PSF ONE OF FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 MPH OR GREATER&THE EAVE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM 2 VERTICAL F v STAIRS 40 PSF 10 PSF UNITS IN 12 UNITS HORIZONTAL UP TO 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL UNITS AFTER F1 0 GUARDRAILS AND HANDRAILS 200 PSF 10 PSF SHALL BE TWO LAYERS. o � ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF 10 PSF F OW 6 D TABLE R402.2 % CAL RIDGE VENT DE TABLE R301 .5 EDAr?o MINIMUM SPECIFIED COMPRESSIVE % !/ MIN. ROOF LIVE LOADS IN STENGTH OF CONCRETE TRUSS AND RAFTER WARD CONNECTIONS TO iv POUNDS-FORCE PER S.F. OF WOOD TOP PLATE D MINIMUM SPECIFIED HIP RAFTER ., a FACE MOUNT HANGER GALV.MTL.TIES EACH ' r" HORI�_ONTAL PROJECTION TYPE OR LOCATION OF COMPRESSIVE STRENGTH (fc ) SIMPSON STRONG TIE(LUS) SIMPSON STRONG TIE STUD(TYP.OFA@) TRIBUTARY LOADED AREA IN S.F. CONCRETE CONSTRUCTION WEATHERING POTENTIAL LUS26,LUS28 LUS26-2 #LS70 4r ,. ,�� �a��T O LUS 28-2,LUS210-2 � �' FOR ANY STRUCTURAL MEMBER NEGLIGIBLE MODERATE SEVERE FLOOR JOISTS Of N7A ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500 CONCRETE NOT EXPOSED TO THE WEATHER FLAT OR RISE LESS 20 16 12 BASEMENT SLABS AND INTERIOR SLABS ON 2,500 2,500 2,500 • • BP THAN 4 IN. PER FT. (1:3) GRADE, EXCEPT GARAGE FLOOR SLABS. %,- SP4 P • FOUNDATION RISE 4 IN. PER FT. (1:3) TO 16 14 12 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR d d HD38 SP1 LESS THAN 12 IN. PER FT. (1:1) WALLS & OTHER VERTICAL CONC. WORK EXPOSED 2,500 3,000 3,000 MTS12 HCP2 PLAN AND TO THE WEATHER. H2.5 RISE 12 IN. PER FT. (2)H4 1 DETAILS (1:1)AND GREATER 12 12 12 PORCHES, CARPORT SLABS AND STEPS EXPOSED 2,500 3,000d'e 3,000d,e TO THE WEATHER, AND GARAGE FLOOR SLABS. • TOP PLATES R905.2.5- FASTENERS MAS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS - • •` Hs . Drawn By Checked By STEEL, ALUMINUM OR COPPER ROOFING NAILS MIN 12 GAGE SHANK WITH A MIN TABLE R 301.2(1) MAS • 3/8" HEAD ASTMF1667 OF:A LENGTH TO PENETRATE THROUGH THE ROOFING + •,• • • J.E.M. J.E.M. AND A MIN OF MATERIALS 3/4" INTO THE ROOF SHEATHING WHERE THE ROOF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONTINUOUS CORNER SILL PLATE TO • SHEATHING IS LESS THAN 3/4"THINK THE (FASTENERS SHALL PENETRATE SUBJECT TO DAMAGE FROM 1,2 HIP CORNER PLATE POST S-TRAPPING POST BASE GALV.MTL.TIES FOUNDATION • t GROUND WIND SEIMIC WINTER ICE SHIELD FLOOD SIMPSON STRONG TIE HCP SIMPSON STfRONG TIE SIMPSON STRONG TIE @ g THROUGH THE SHEATHING R905.2.6-ASPHALT ROOF SHINGLES SHALL HAVE A SNOW SPEED DESIGN WEATHERING FROST TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS ( ) BLOCKIN�ETAL STR DETAIL Drawing No. MINIMUM OF SIX FASTENERS 3/8" PER SHINGLE WHERE THE ROOF SLOPE IS IN LOAD (MFH) CATEGORY LINE DEPTH TEMP REQUIRED HCP2-2"X MEMBER SIZE VERTICALHID38 #ABA41 /� ONE OF THE FOLLOWING CATEGORIES: THE BASIC WIND SPEED IS 110 MPH OR HCP4-4"X MEMBER SIZE GREATER AND THE EAVE IS MORE THAN 210'ABOVE GRADE. 20 PSF 130 C SEVER 3' M-H S-M 11° YES ' Sheet 4 of 5 i a. NOTESGENERAL , �u r s DIVISION 1 FOUNDATIONS AND SLABS SHALL BE COMPACTED TO TIE INTERSECTING WALLS WITH TRUSS TYPE SHALL IBE FOIL FACED(TYPICAL) R-153"RIGID INSULATION.SEAL GENERAL NOTES: A MINIMUM OF 96%MAXIMUM DENSITY IN REINFORCING 16"O.C.VERTICALLY TO EXTEND 2' MUD SILL SHALL BE OF WOLMANIZED LUMBER 2X8 ALL SEAMS AROUND RIGID INSULATION WITH SPRAY FOAM ACCORDANCE WITH THE MODIFIED PROCTOR TEST. ABOVE FOR ALL MASONRY CONSTRUCTION BELOW PLATE,SECURE TO FOUNDATION WALL WITH'/z" INSULATION:THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE GRADE. DIAMETER ANCHOR BOLTS,MAX.6-0"O.C.,AND MAX. 1. 2'X 6 WALLS=R-19 ALL CONDITIONS. ANY DISCREPANCIES,VOIDS OR FOR ANY EXCAVATION ADJACENT TO FOOTINGS. 2 FEET FROM CORNERS. 2. CEILING&ROOF=R-49 PROBLEMS SHALL BE REPORTED TO THE ARCHITECT REINFORCING: 3. FLOORS OVER UNHEATED SPACES=R-30 CONTINUOUS CAULK OR SPRAY FOAM BEFORE SUBMISSION OF BID. A SUBMISSION OF BID WHERE WALLS ARE POURED TO GRADE,THE PROVIDE LINTELS OR HEADERS AT ALL OPENINGS, SEALANT AT ALL TOP PLATES AND SILL SHALL IMPLY CONTRACTOR ACCEPTANCE OF TIME CONTRACTOR SHALL BACKFILL AGAINST THEM WITH TRUSS TYPE,CONTINUOUSLY WELDED WIRE AS WHETHER OR NOT INDICATED ON THE PLANS. NOTE:IINSULATE ALL ATTIC SPACES AND ALL PLATES DRAWINGS AND ALL EXISTING CONDITIONS. CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE MANUFACTURED BY DURO-WALL OR EQUAL,9GA; HEADERS AT NON-BEARING CONDITIONS SHALL BE AS EXTERIIOR WALLS. 666 66 THE WORK ADEQUATELY TO PREVENT DEFORMATION FOLLOW MANUFACTURER'S INSTALLATION DETAILS. FOLLOWS: SILL SEAL INSULATION BETWEEN SILL DURING THE COURSE OF CONSTRUCTION IF OR COLLAPSE. 1F 4'-0"OR LESS...................................3-1/2"X 9-1/2" FLASHIING: PLATES MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT PROVIDE MISC.ANCHORS AND TIES AS REQUIRED. LVL OF EXISTING CONDITIONS,REQUEST OF CLIENT, CONTINUOUS CAULK OR SPRAY ARCHITECT,ETC.THE CONTRACTOR SHALL SUBl\vIIT OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 DIAMETERIGALV. STEEL ROD.STEEL OR 3/8" Ol IF 6'-0"OR LESS............•••�•"'�•� REQUIRLED FOR A COMPLETE INSTALLATION OF 5-1/4''X 9�1/2"LVL R OFINIG TRIM ENTRANCES ALL INDICATED ON NEW FOAM IN C ALL REATE AN AIR SEAL FROM p°� a � � ��L °+� � 4,,�'��► TWO WRITTEN COPIES OF A CHANGE ORDER WITIH INCHES IN DIAMETER,LENGTH OR WIDTH. U. THE AMENDED PRICE. THE CONTRACTOR SHALL,NOT MORTAR: IF 8'-0"OR LESS...................................5-114"X 11-7/8" DRAWITNGS. REPAIR AND/OR REPLACEMENT OF FIRST FLOOR TO BASEMENT CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WATER SHALL NOT BE ALLOWED TO STAND IN LVL GUTTERZS AND DOWNSPOUTS AS REQUIRED TO WRITTEN AUTHORIZATION FROM OWNER OR EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS USE TYPE"M"MORTAR CONFORMING TO ASTM C-270 IF A HEADER IS NOT INDICATED AT A BEARING CREATE A WATER TIGHT JOB. 321 RIVERSIDE DR ARCHITECT. SET. CONTRACTOR SHALL REMOVE SUCH WATER AT CONDITION,INFORM THE ARCHITECT BEFORE CONTINUOUS 2X6 BITUMEN SILL PLATE WITH LAMINATED a ° HIS WON EXPENSE. ALL MORTAR SHALL BE MIXED A MINIMUM OF 5 PROCEEDING. FLASHPNG FOR ROOFING SHALL BE COPPER SHEET: COPPER TERMITE SHIELD AND SILL R I V E R H EA D, NY 11901 IF IN THE COURSE OF CONSTRUCTION,A CONDITIION MINUTES IN A MECHANICAL BATCH MIXER. DO NOT ASTM, 1160Z.(0.0216")(COLD ROLLED). SEPARATE ALL SEAL INSULATION °. EXISTS WHICH DIFFERS FROM THAT AS INDICATED ON TEMPORARY SHEET PILING,SHORING OR BRACING RE-TEMPER AFTER 2 HOURS HAS ELAPSED. DO NOT ALL WALLS(EXTERIOR)SHALL BE BRACED AGAINST DISSIMIILAR METALS WITH BITUMINOUS COATING. (516)376-8594 THESE PLANS,THE CONTRACTOR SHALL STOP ALL SHALL BE PROVIDED AS REQUIRED TO MAINTAIN USE MORTAR,WHICH HAS ELAPSED. DO NOT USE LATERAL LOADS BY STRUCTURAL SHEATHING, 16 GA. JOINTS'TO BE SOLDERED. RELATED WORK AND NOTIFY THE ARCHITECT. EXCAVATION BANKS IN A SAFE AND STABLE MORTAR,WHICH HAS BEGUN TO SET. STEEL STRAPPING,OR LET IN 1 X4 CORNER BRACING. SHOULD HE FAIL TO FOLLOW THESE PROCEDURES CONDITION. DTVISIO)N 8 AND CONTINUE WITH THE WORK,HE SHALL ASSIUME MAINTAIN A CONSTANT JOINT WIDTH THROUGHOUT MICROLAM: DOORS AND WINDOWS: AIR SEALING AT SILL PLATE ALL RESPONSIBILITY AND LIABILITY ARISING T'IHERE NO BLASTING SHALL BE PERMITTED. THE WORK. UNLESS OTHERWISE INDICATED OR SCALE: 3/4"=1'-O" FROM. NOTED. JOINTS SHALL BE A MINIMUM'/4"WIDE. SCOPE: WINDOWS: (SEE WINDOW SCHEDULE.) CONTRACTOR SHALL RETAIN A LICENSED CIVIL THIS WORK INCLUDES THE COMPLETE FURNISHINGS THE AIA DOCUMENT A-201 (LATEST EDITION) ENGINEER TO PERFORM ALL DESIGN AND MORTAR MATERIALS SHALL BE AS FOLLOWS: AND INSTALLATION OF ALL"MICRO-LAM"LUMBER WINDOIWS BY LOW-E GLASS. SIZE AND FUNCTION AS "GENERAL CONSTRUCTIONS,OR THE CONTRACT FOR SUPERVISION RELATED TO EXCAVATION, -PORTLAND CEMENT:CONFORM TO ASTM C-150,TYPE BEAMS AS SHOWN IN THE DRAWINGS,HEREIN INDICA711D-CONTRACTOR TO VERIFY SIZES,(ROUGH CONSTRUCTION"SHALL PREVAIL WHENEVER UNDERGROUND UTILITY SERVICES, I. SPECIFIED AND NECESSARY TO COMPLETE THE WORK. OPENINGS)WITH MODEL NUMBERS PRIOR TO POSSIBLE. (SUBSTANDARD-LESS THAN 2-TON/SQ.FT.)SOILS -QUICKLIME:CONFORM TO ASTM C-5,PLANT MIXED ORDERUNG WINDOWS,AND TO REPORT ANY ENCOUNTERED,ROADS,AND SITE STRUCTURES NOT ONLY AND THOROUGHLY SLAKED PRIOR TO USE. MATERIALS: DISCREIPANCIES TO ARCHITECT. ALL WORK SHALL CONFORM TO THE 2010 NEW Y ORK USUALLY CONSIDERED ARCHITECTURAL IN NATURE. MAX MAGNESIUM OXIDE=8% THE MICRO-LAM LUMBER BEAMS SHALL BE CONTINUOUS CAULK OR SPRAY FOAM IN ALL STATE RESIDENTIAL BUILDING CONSTRUCTION(CODE -HYDRATED LIME:CONFORM TO ASTM C-207,TYPE S. MANUFACTURED FROM MICRO-LAM BRAND PROVID)E AND INSTALL ALL INSECT SCREENS AND _ - MQ SEAMS OF SUBFLOOR TO CREATE AN AIR (LATEST EDITION)AND ALL RULES AND ALL BASEMENT WALLS BELOW GRAD SHALL BE -AGGREGATE:CONFORM TO ASTM C-144,OR C-404, PARALLEL LAMINATED VENEER LUMBER UTILIZING HARDW/ARE AS REQUIRED. SEAL FROM FIRST FLOOR TO BASEMENT REGULATIONS THEREIN AND WITH ALL OTHER DAMP-PROOFED WITH TWO COATS OF ASPHALTIC, SIZE#2. AGGREGATE SHALL NOT EXCEED FOUR 1/10"OR 1/8"THICKNESS DOUGLAS FIR VENEER GLUED AGENCIES HAVING JURISDICTION. SELF-PRIMING PLASTIC CEMENT,TROWEL OR SPRAY TIMES THE PORTLAND CEMENT. UP IN A CONTINUOUS PIECES WITH ALL GRAIN ALL GLASS WITHIN 18"OF FLOOR TO BE TEMPERED. APPLIED TO WALLS IF WATER TABLE IS DETERMINED -WATER:POTABLE PARALLEL WITH THE LENGTH OF THE MEMBER. THE CONTRACTOR SHALL MAKE SURE THAT ALL, TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB -MOISTURE RESISTANT ADDITIVE: AMMONIUM LAMINATED VENEER LIMBER SHALL BE OF SINGLE DOORS:: (SIZE AS INDICATED ON PLANS)THE GATT INSULATION INSTALLED TRADE'S WORK CONFORMS TO FEDERAL,STATE,AND ELEVATION. BENTONITE OR 60 ML LIQUID STEZRATE,ALUMINUM TRISTERATE,OR CALCIUM ONE-PIECE LENGTH,FREE OF RINGER JOINTS,SCARF TIGHT TO UNDERSIDE OF FLOOR MUNICIPAL CODES(BOCA)AND ORDINANCES. TIHESE WATERPROOF MEMBRANE AS MFR. BY ANTI-HYDRO STEARATE. JOINTS OR MECHANICAL CONNECTIONS IN FULL SKYLIGIHTS:(AS INDICATED ON PLANS.UNLESS SHALL SUPERSEDE DRAWINGS,NOTES AND OR EQUAL SHALL BE USED IF WATER TABLE IS LENGTH. OTHERWWISE NOTED SKYLIGHTS TO BE BY DIMENSIONS INS ALL CASES. THE ARCHITECT SMALL HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE DIVISION 5 "ANDERZSEN"-LOW-E GLASS.) AIR SEALING AT BASEMENT TO FIRST FLOOR BE NOTIFIED OF SUCH CHANGES BEFORE WORK IIS IN THE FIELD. MISC. METALS: MEMBERS: SCALE: 3/4"=1'-O" STARTED. NON-FAMILIARITY WITH GOVERNING VENEERS SHALL BE DRIED AS REQUIRED.ADHESIVE DIVISION 9 RULES AND REGULATIONS WILL NOT BE CAUSE FOR DIVISION 2 STEEL WORK,IN GENERAL,SHALL CONFORM TO THE USED TO LAMINATE THE VENEER SHALL BE FINISH 1 SCHEDULE: AN"EXTRA"BILLING. IN THE EVENT THAT WORIK HAS SITE WORK: FOLLOWING AMERICAN INSTITUTE OF STEEL WATERPROOF,MEETING THE REQUIREMENTS OF TO BE REPLACED FOR NON-COMPLIANCE,THE CONSTRUCTION STANDARDS. ASTM D-2559-76,UNIFORMLY APPLIED TO THE VENEER INTERIOR WALLS AND CEILING: TAPE AND SPACKLE CONTRACTOR SHALL BE HELD RESPONSIBLE IF FTE LANDSCAPING:ALL TREES AND SHRUBS WHICH AT THE REQUIRED SPREAD RATE. DRYWAiLL,3 COATS(1 PRIME,2 FINISH). TAPE SHALL HAS NOT NOTIFIED THE ARCHITECT BEFORE INITIAL INTERFERE WITH THE CONSTRUCTION OF THIS -CODE OF STANDARD PRACTICE FOR BUILDERS AND BE FIBEIRGLASS TYPE. WALLS AND CEILING TO BE INSTALLATION. PROJECT SHALL BE REMOVED;AND NEW BRIDGES DESIGN: READY 1 FOR PAINT. ALL DRYWALL SHALL BE ORNAMENTAL TREES AND SHRUBS PLANTED,NEW -SPECIFICATIONS FOR THE DESIGN,FABRICATION, MICRO-AM LUMBER BEAMS SHALL BE DESIGNED TO ATTACMED TO FRAMING WITH SCREWS,MAX. 12"O.C. " THE CONTRACTOR SHALL MAKE ANY CORRECTIIONS LAWN AREAS SHALL BE SEEDED AFTER FINISHED AND ERECTION OF STRUCTURAL STEEL BUILDINGS, MEET THE DIMENSIONS AND LOADS INDICATED ON Client Info REQUIRED BY THE ARCHITECT.APPROVAL OF GRADING IS COMPLETE. INCLUDING THE COMMENTARY AND SUPPLEMENTS. THE PLANS. ALL DESIGNS SHALL BE IN ACCORDANCE INTERIOR TRIM:ALL TRIM JOINTS TO BE FILLED WITH AIR SEAL THE TOP OF ALL INTERIOR ANDREW OPPENHEIMER& NICOLE DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE -SPECS FOR STRUCTURAL JOINTS USING ASTM A-325 WITH STANDARD ENGINEERING PRACTICE. WOOD WILLER AND SANDED READY FOR PAINT. WALLS/ATTIC INTERSECTIONS FULLY CONTRACTOR FROM RESPONSIBILITY FOR STORM DRAINAGE:CONTRACTOR WILL VERIFY OR A-490 BOLTS. COMPLETE DESIGN CALCULATION SHOWING MEMBER WITH SPRAY FOAM.SEAL ALL BATS INSULATION BETWEEN CEILING JOISTS DOBRANSKI ELECTRICAL,PLUMBING,ETC. SEE SECTIONS DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS, REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM FORCES AND STRESSES AND ALLOWABLE LOAD ARE DIVISION 10 PENETRATIONS INTO ATTIC 1400 Track Ave UNLESS HE HAS CALLED ATTENTION TO SUCH DRAINAGE. COMPLY WITH THE FOLLOWING AMERICAN WELDING TO BE AVAILABLE UPON REQUEST FOR EACH SPECIAILTIES:IF USED,SPECIFIED ON PLANS. Cutchogue, NY 11935 DEVIATIONS(IN WRITING)AT THE TIME OF SOCIETY STANDARDS: MICRO-LAM LUMBER DESIGN. THE DESIGN OF THE <OHM SUBMISSION OF BID AND SECURED WRITTEN SOILS: AWS D1.1 STRUCTURAL WELDING CODE MICRO-LAM LUMBER BEAMS IS TO BE UNDER THE DIVISION I 1 APPROVAL. NOR SHALL IT RELIEVE HIM FROM AWS D12.1 REINFORCING STEEL WELDING CODE SUPERVISION OF A REGISTERED PROFESSIONAL EQUIPM'IENT: TOP PLATE RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS, ENGINEER AND IN ACCORDANCE WITH THE NRI3 - Project Info SCHEDULES OR THE PROPER PERFORMANCE OF AND OTHER SUCH WORK AS MAY BE NECESSARY TO COMPLY WITH ASTM A-6,GENERAL REQUIREMENTS ACCEPTANCE,AND PROVISIONS OF THE NATIONAL APPLIAINCES SUPPLIED BY OWNER AND INSTALLED 1/2"GYPSUM WALLBOARD MECHANICAL EQUIPMENT AND CONTROLS. THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL FOR DELIVERY OF ROLLED STEEL PLATES,SHAPES, DESIGN SPECIFICATION FOR WOOD 1984.L BY CONJTRACTOR. CONFIRM REQUIRED LEGALIZE EXISTING BATHROOM TRENCHES FOR FOOTINGS,FOUNDATIONS, SLABS, SHEET PILING,AND BARS FOR STRUCTURAL USE. MECHAINICAL/ELECTRICAL HOOK-UPS. AND LAUNDRY ROOM THE WORD "PROVIDE"SHALL MEAN TO FURNISH[AND ETC.SHALL HAVE LEVEL,SOLID AND UNDISTURBED PROTECTION: 2X4 WOOD STUD INSTALL ALL MATERIALS NECESSARY TO COMPILETE BOTTOMS. CONFORM TO VARIOUS ASTM STANDARDS,AS NOTED, THE MICRO-LAM LUMBER BEAMS,LIKE ANY OTHER DIVISION 12 1400 Track Ave THE WORK IN ACCORDANCE WITH ACCEPTED AND ALL REQUIREMENTS OF THE GOVERNING WOOD PRODUCT,SHALL BE EL FLTRNI95MINGS:NOT USED Cutchogue, NY 11935 CONSTRUCTION STANDARDS AND MANUFACTURER'S ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ AUTHORITIES. RECOMMENDATIONS. SQUARE FOOT,CONTRACTOR SHALL VERIFY IN FIELD. PROTECTION: DIVISION 13 MATERIALS PROPERTIES: THE MICRO-LAM LUMBER BEAMS,LIKE ANY OTHER SPECIAIL CONSTRUCTION:NOT USED AIR SEALING AT INTERIOR WALLS/ATTIC ALL ITEMS SPECIFIED ARE TO ESTABLISH QUALITY OF FILL USED OR ENCOUNTERED UNDERNEATH WOOD PRODUCT,SHALL BE EXERCISED DURING SCALE: 3/4"=1'-O" > WORK;PRODUCTS OF OTHER MANUFACTURER'S FOUNDATIONS AND SLABS SHALL BE COMPACTED TO 1. STRUCTURAL STEEL SHAPES,PLATES,AND BARS HANDLING TO PREVENT DAMAGE TO THE BEAMS. DIVISION 14 p EQUAL IN DESIGN,COLOR AND QUALITY MAY BE A MINIMUM OF 96%MAXIMUM DENSITY IN SHALL BE ASTM A-36. CONVEYING SYSTEMS:NOT USED a SUBSTITUTED IF APPROVED BY THE ARCHITECT.AS ACCORDANCE WITH THE MODIFIED PROCTOR TEST. 2. COLD FORMED STEEL TUBING SHALL CONFORM HARDWARE: �- MEETING ESTABLISHED DESIGN AND FUNCTIONAL MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE TO ASTM A-501 ALL HARDWARE IS TO BE FABRICATED BY OTHERS DIVISIO)N 15 Q CRITERIA. FOR ANY EXCAVATION ADJACENT TO FOOTINGS. 3. STEEL PIPE:ASTM A-53,TYPE E OR S,GRADE B. ACCORDING TO DETAILS CONTAINED IN THE MECHMNICAL:PROVIDED BY HVAC BLACK FINISH,EXCEPT WHERE INDICATED TO BE CONTRACT DRAWINGS. ENGINEER/ENGINEEER ALL WORK SHALL BE EXECUTED IN ACCORDANCE WHERE WALLS ARE POURED TO GRADE,THE GALVANIZED. R-15 3"RIGID INSULATION.SEAL ALL SEAMS WITH THE BEST-ACCEPTED TRADE PRACTICES AIND AS CONTRACTOR SHALL BACKFILL AGAINST THEM WITH 4. ANCHOR BOLTS,ASTM A 307,GRADE A, INSTALLATION: AROUND RIGID INSULATION WITH SPRAY PER MANUFACTURER'S RECOMMENDATIONS. CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE NON-HEADED TYPE. THE MICRO-LAM LUMBER BEAMS ARE TO BE FOAM THE WORK ADEQUATELY TO PREVENT DEFORMATION 5. ALL STEEL SHALL RECEIVE ONE OF RED OXIDE INSTALLED IN ACCORDANCE WITH THE PLANS. CONTRACTOR IS TO INDICATE TO THE ARCHITECT OR COLLAPSE. PRIMER AFTER FABRICATION IN SHOP. TEMPORARY CONSTRUCTION LOADS BEYOND LIMITS (n 0 THE PROPOSED DATES AND HOURS DURING WHICH INDICATED THEREON ARE NOT PERMITTED. HOLES, 177 WORK SHALL BE PERFORMED. THE CONTRACTOR ALL MATERIALS USED FOR BACKFILL SHALL BE FREE ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY CUTS OR NOTCHES NOT PREVIOUSLY APPROVED BY CONTINUOUS CAULK OR SPRAY FOAM � a SEALANT AT ALL TOP PLATES AND SILL SHALL PREPARE AND UPDATE MONTHLY OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 BRACING FOR LATERAL STABILITY UNTIL THE THE ENGINEER SHALL NOR BE MADE. THE FINAL PLATES (n U CONSTRUCTION SCHEDULES;COMPLETION DATE MAY INCHES IN DIAMETER,LENGTH OR WIDTH. STRUCTURE IS FULLY BRACED BY THE INSTALLATION ERECTION OF THE MICRO-LAM LUMBER BEAM SHALL 00 NOT BE EXTENDED WITHOUT WRITTEN NOTICE. OF PERMANENT STRUCTURE: BE UNDER THE DIRECTION OF QUALIFIED N SILL SEAL INSULATION BETWEEN TOP WATER SHALL NOT BE ALLOWED TO STAND IN CONSTRUCTION SUPERVISOR. CONTRACTOR SHALL OBTAIN ALL REQUIRED EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS DIVISION 6 PLATES BUILDING PERMITS,APPROVALS,UNDERWRITERS SET. CONTRACTOR SHALL REMOVE SUCH WATER AT WOOD: LATERAL NAIL HOLDING AND WITHDRAWAL ARE AS CERTIFICATE,"C OF 0,"AND/OR COMPLETION FOR HIS WON EXPENSE. PROVIDED IN THE CODE FOR DOUGLAS FIR SAWN ALL WORK INDICATED FOR AGENCIES HAVING STRUCTURAL LUMBER: LUMBER. NAILS INSTALLED PARALLEL TO THE GLUE JURISDICTION. TEMPORARY SHEET PILING,SHORING OR BRACING LINES ON THE NARROW FACE SHALL NOT BE SPACED SHALL BE PROVIDED AS REQUIRED TO MAINTAIN ALL STRUCTURAL LUMBER SHALL BE CONSTRUCTION CLOSER THAN 4 INCHES FOR 10-PENNY COMMON CONTRACTOR IS TO SUPPLY OWNER,IN WRITING,A EXCAVATION BANKS IN A SAFE AND STABLE GRADE DOUGLAS FIR-SURFACE DRIED TOMAX. 14% NAILS AND 3 INCHES FOR 8-PENNY COMMON NAILS. WAIVER OF ALL LIENS FOR HIMSELF AND ALL CONDITION. MOISTURE CONTENT,STRESS GRADED LUMBER. NAILS INSTALLED PERPENDICULAR TO THE GLUE SUPPLIERS AND SUBCONTRACTORS,AT THE TIME OF LUMBER SHALL HAVE THE FOLLOWING MINIMUM LINES ON THE WIDE FACE SHALL BE INSTALLED IN AIR SEALING AT FLOOR TO FLOOR o EACH PAYMENT REQUEST. NO BLASTING SHALL BE PERMITTED. STRESS PROPERTIES: ACCORDANCE WITH THE CODE. THESE NAILING SCALE: 3/4"=1'-0" SPECIFICATIONS ARE BASED ON A MEMBER AT LEAST DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS CONTRACTOR SHALL RETAIN A LICENSED CIVIL FB=900 PSI 3/4"THICK AND 3-1/2"WIDE. HOLDING POWER OF SUPERCEDE SCALED DIMENSIONS. ENGINEER TO PERFORM ALL DESIGN AND FV=75 PSI BOLTS INSTALLED PERPENDICULAR TO THE GLUE SUPERVISION RELATED TO EXCAVATION, E= 1,700,000 SINGLE USE LINES IS AS PROVIDED IN THE CODE FOR DENSE BOOM CLEAN AFFECTED AREAS AND CARTS AWAY UNDERGROUND UTILITY SERVICES, DOUGLAS FIR. ALL DEBRIS. (SUBSTANDARD-LESS THAN 2-TON/SQ.FT.)SOILS ALL STRUCTURAL LUMBER SHALL COMPLY WITH ENCOUNTERED,ROADS,AND SITE STRUCTURES NOT AND BE ERECTED IN ACCORDANCE WITH THE SPECIFIC APPROVAL IS REQUIRED FOR OTHER THAN tSp, -.D CONTRACTOR SHALL FURNISH AND INSTALL ALIL USUALLY CONSIDERED ARCHITECTURAL IN NATURE. NATIONAL FOREST PRODUCTS ASSOCIATION'S NAILED AND BOLTED CONNECTIONS. �s A + MATERIAL AND EQUIPMENT AS SHOWN,AND UNLESS NATIONAL DESIGN SPECIFICATION FOR WOOD r a' C? ,O NN RD OTHERWISE NOTE,ALL EQUIPMENT SHALL BE NEW ALL BASEMENT WALLS BELOW GRAD SHALL BE CONSTRUCTION,LATEST EDITION. STRUCTURAL PROPERTIES: ROOF SHINGLES.SEE ROOF PLAN FOR ADDITIONAL INFO. AND OF BEST QUALITY. DAMP-PROOFED WITH TWO COATS OF ASPHALTIC, p �. SELF-PRIMING PLASTIC CEMENT,TROWEL OR SPRAY ALL LUMBER SHALL BE GRADE MARKED. E=2,000,000 FB=2,800 PSI DIVISION 2 APPLIED TO WALLS IF WATER TABLE IS DETERMINED NO SUBSTITUTES ARE ACCEPTABLE,UNLESS ATTIC PROVIDE ICE b WATER SHIELD TO 24"INSIDE EXTERIOR WALL,OVER ALL FLASHING AND , SITE WORK: TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED SPECIFICALLY NOTED BY ENGINEER. SPACE GUTTER ATTACHMENT HARDWARE IN ACCORDANCE WITH SECTION 905.2.7.1(NYS CODE) ELEVATION. BENTONITE OR 60 ML LIQUID CONDITIONS,AS MANUFACTURED BY SIMPSON,TECO 1 27 ROOF RAFTERS.SEE ROOF PLAN FOR ADDITIONAL INFO. j J - ► 0387AI LANDSCAPING:ALL TREES AND SHRUBS WHICH WATERPROOF MEMBRANE AS MFR. BY ANTI-HYDRO OR EQUAL. INSTALL IN ACCORDANCE WITH PLYWOOD: MAINTAIN 1"AIRGAP FOR ROOF VENTING.PROVIDE VENTILATION BAFFLES AS REQUIRED. O tq INTERFERE WITH THE CONSTRUCTION OF THIS OR EQUAL SHALL BE USED IF WATER TABLE IS MANUFACTURER'S INSTRUCTIONS. ROOF SHEATHING SHALL BE CDX 2410 PLYWOOD,5/8" (1)LAYER OF KRAFT FACED BATT INSULATION BETWEEN CEILING JOINTS AND(1)LAYER OF UNFACED BATT PROJECT SHALL BE REMOVED;AND NEW HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE FOR SHEATHING SPANNING 16"OR LESS,AND 3/4" INSULATION PERPENDICULAR TO CEILING JOISTS.SEE SECTIONS FOR ADDITIONAL INFO ORNAMENTAL TREES AND SHRUBS PLANTED,NEW IN THE FIELD. ALL FLOOR JOIST SHALL BE BRIDGED AT MID-SPAN OTHERWISE. LAWN AREAS SHALL BE SEEDED AFTER FINISHED OR AT INTERVALS NOT TO EXCEED 8 FEET. METAL, SIMPSON H2.5 HURRICANE STRAPS EVERY RAFTER UNLESS OTHERWISE NOTED SEE DETAILS GRADING IS COMPLETE. DIVISION 4 SOLID WOOD BLOCKING,AND(2)5/4"X 3"BRIDGING IS FLOOR SHEATHING SHALL BE 32/16"STRUCTURAL I& RIGID INSULATION. UNIT MASONRY: ACCEPTABLE. H C-D EXTERIOR,3/4'THICK APA RATED,T&G,GLUED GUTTER.SEE ROOF PLAN FOR ADDITIONAL INFO. GENERAL NOTES STORM DRAINAGE: CONTRACTOR WILL VERIFY AND NAILED. CONTINUOUS SPRAY FOAM SEALANT REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM CONCRETE BLOCK(MIN.COMPRESSIVE STRENGTH: ALL WALL OPENINGS,4 FEET WIDE OR LESS,SHALL AT THE TOP OF ALL WALLS 1X-PRE-PRIMED FASCIA BOARD-WRAP W1 ALUM.FASCIA CLADDING TYP.THROUGHOUT UNLESS & A I R SEALING DRAINAGE. 1800 PSI): HAVE DOUBLE STUDS AT JAMBS;SPANS WIDER THAN ALL PLYWOOD SHALL BE GRADE MARKED AND MEET CONTINUOUS CAULK OR OTHERWISE NOTED FOUR 4 FEET SHALL HAVE DOUBLE STUDS FOR THE STANDARDS OF AMERICAN PLYWOOD SPRAY FOAM SEALANT 112"DRIP EDGE TYPICAL SOILS: PROVIDE NORMAL WEIGHT (125 LBS/CU.FT.)HOLLOW HEADER BEARING PLUS JAMB STUD. ASSOCIATION.(APA) (2)274'TOP PLATE WITH SILL SEAL. CONT.1"SOFFIT VENT WITH PERFORATED SOFFIT MATERIAL OF APPROVED PEST MESH DETAILS LOAD BEARING BLOCK CONFORMING TO ASTM C90, KRAFT FACED BATT INSULATION.SEE SECTIONS EXTERIOR EXCAVATE FOR ALL FOOTINGS,FOUNDATION W,'ALLS, GRADE N-1. JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS, FOR ADDITIONAL INFO. SIDING.SEE ELEVATIONS. AND OTHER SUCH WORK AS MAY BE NECESSARIY TO UNDER ALL PARALLEL WALLS AND PARTITIONS,AND 2"x4"WOOD STUDS.SEE RIGID INSULATION. Drawn By Checked By THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL INSTALLATION SHALL FOLLOW NATIONAL CONCRETE AT CANTILEVERS BEYOND THE FOUNDATIONS WALL. DIVISION 7 CONSTRUCTION PLAN. 9YWK"HOUSE WRAP OR EQUAL. TRENCHES FOR FOOTINGS,FOUNDATIONS,SLABS, MASONRY INSTITUTE'S RECOMMENDATIONS. THERMAL AND MOISTURE PROTECTION: 1l2"GYPSUM WALLBOARD 112"EXT.GRADE PLYWOOD. A ETC.SHALL HAVE LEVEL, SOLID AND UNDIST'URIBED TYPICAL INTERIOR NEW,NON-BEARING PARTITIONS J.E.M. J.E. M. BOTTOMS. LAY WALLS IN RUNNING BOND PATTERN,UNLESS SHALL BE 2X4 STUDS AT 16"O.C.WITH 518" ROOFING: OTHERWISE INDICATED. SHEETROCK. TAPE,SPACKLE AND FINISH AS DIMENSIONAL ASPHALT ROOFING SHINGLES,COLOR Drawing No. r ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ SPECIFIED. AS SELECTED BY OWNER AND ARCHITECT. 2X4 EXTERIOR WALL WITH VINYL SIDING g SQUARE FOOT,CONTRACTOR SHALL VERIFY IN IFIELD. DO NOT USE LESS THAN ONE HALF-MASONRY SCALE: 3/4"=1'-O" A-4 MODULE. TYPICAL EXTERIOR WALLS:NEW CONSTRUCTION INSULATION: FILL USED OR ENCOUNTERED UNDERNEATH SHALL BE 2X6 AT 16"O.C. Sheet 5 of 5