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Home My WebLink About51945-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51945 Date: 05/27/2025 Permission is hereby granted to: Brian Schiele 37 Dogwood Ln Rockville Centre, NY 11570 To: Legalize "as built"additions and alterations to an existing single-family dwelling as applied for to include an enclosed deck and finished basement.Additional certification may be required. Premises Located at: 1510 Maple Ln, Greenport, NY 11944 SCTM#35.-6-4 Pursuant to application dated 04/17/2025 and approved by the Building Inspector, To expire on 05/27/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $1,570.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,670.00 n fl �� Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT z' Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 vs� + � Telephone(631) 765-1802 Fax(631)765-9502 litto :// w�v.seutholdtowtuiy. ow o ' u. k Date Received APPLICATION FOR BUILDING PERMIT 4'11 LC EE VE For Office Use On �� PERMIT NO. S Building Inspector 7�.i.'1i Applications and forms must be filled"out in their entirety.Incomplete applications w„rll not be,accepted Where the APPlwant rs not tl+e owned an E u's4dl cs ne alm, ent Town of Southolid OWner's Authorization form(Pap 2)shall be comp„le#ed." Date:04/08/25 O�AINER(S)OF PROPERTY. Name:Brian Schiele and Chloe Schiele scTM#1000-35,6-4 Project Address:1510 Maple Lane, Greenport, NY 11944 Phone#:516-456-1485 Email:bschiele@fhloans.com Mailing Address:1510 Maple Lane, Greenport, NY 11944 CONTACT PERSON: Name:Krista Jones Mailing Address:PO Box 948, Cutchogue, NY Phone#:631-335-8175 Email:millstonepropertyservices@gmail.com DESIGN PROFESSIONAL INFORMATION Name:John McNeill Mailing Address:321 Riverside Drive, Riverhead, NY 11901 Phone#i516-376-8594 Email:john@mcneilla,rchitecture.com CONTRACTOR INFORMATION: Name:Stuart Daccus Mailing Address:1549 Main Road, Riverhead NY Phone#:631-276-3334 Email:amsremodelingcontractors@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $15,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 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 R_40 this property? OYes BNo IF YES,PROVIDE A COPY. O"! eck Box After Reading: ew~/wMmtUWj pWftj Wm1 b mpmAle fw d Nod StWM WWW ISM"89 OMWOW bY. 2Mo1 d*"ro�M 0W*.MiP"KATION is,WMV WAX t0the bulmiq r the Ft a "am z0ft waft'la""r"of old,W"kr tbt�'*W*0*sod ww"ga kable tows,wChrdlawwram or 0406*Mro A*the 0010 r*0"010411k pw, ur, t W rtk"ar*mnovO aar d*NA 66h a IrwcMn Olt*"to tomplp o"to sppiwblr IwMwwaw,o flrewrawar Mom, MoftcWe e "*m wW to admit w0weew to a pre lta mW In l► ) !,I&*� .r a wawdiw e as tw cieww x v p x ewe t* 210A°S of I Me t!M W'V*1 c SWU M'wtMI tawwatw„ Application Submitted By(print name):Krista Jones BAuftrized Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) CONNIE D.BUNCH New York SS: Notary Public,SU'te Of No.01BU6185050 COUNTY OF 1 Qualified in Suffolk county commission EawPIres,Afarll being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 4 " y of 20 Notary Public l'R PERTY OWNER AU'THORi' ATIO (Where the applicant is not the owner) 1, ' �� rwesiding at 1510 Maple Lane do hereby authorize Krista Jones to apply on my behalf to o n of So Building Department for approval as described herein. Owne Signature Date Soh- Print Owner's Name 2 'bp4 51qqs co CV T EXISTING SKYLIGHT 12'-4" EXISTING 4x4 P.T. POST TO FOOTING I / BELOW (TYP.) 36" RAILING 1 A.1 36' RAILI EXISTING SKYLIGHT ENCLOSED DECK DECK PLAN SCALE: 1/4" = 1'-0" REAR ELEVATION SCALE: 1/4" = V-0" CONSTRUCTION NOTES: FOR COMPRESSIVE STRENGTH OF CONCRETE SEE TABLE R402.2 ON DWG A.5 ANY / ALL LUMBER THAT COMES INTO CONTACT WITH CONCRETE SHALL BE ACQ ALL CORNERS OF THE FRAMING TO BE CONTINUOUS STRAP DOWN WITHIN A MIN. OF 10% OF THE LEAST HORIZONTAL DIMENSION COLLAR TIES TO LOCATED IN THE UPPER 1/3 RD OF THE ATTIC BATH WINDOW TO CONFORM TO THE HAZARDOUS GLAZING REQUIREMENTS AS PER SECTION 308.4 OF THE NEW YORK STATE RES. CODE. TEMPERED GLASS REQUIRED AT GLASS OPENINGS WITHIN 18" AFF BLOCK UNDERSIDE OF NON -BEARING INTERIOR WALLS RUNNING PARALLEL W/ FLOOR JOIST. 5'-6" c) (V 2x8 R.R. @16" O.C. �— EXISTING W (.o SKYLIGHT O Q.' 0 x N M N i 2x8 R.R. @16" O.C. EXISTING SKYLIGHT DECK ROOF PLAN SCALE: 1/4" = 1'-0" RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" LEGEND NEW FOUNDATION SEE DETAILS NEW INTERIOR WALL & PARTITION NEW EXTERIOR WALL NEW WINDOW O O NEW DOOR SD HARDWIRE SMOKE DETECTOR C co CARBON MONOXIDE DETECTOR O E F EXHAUST FAN TO EXTERIOR PER R303.3 LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" Nu RIDGE Nu 1 T 3T 3-1 /2" T.O. PLATE � 13'-3" q FIRST FL001 q_J4'-9" —GRADE (0 -0 ) SECTION 1-1 SCALE: 1/4" = 1'-0" EXISTING 2x10 RIDGE EXISTING ASPHALT ROOF SHINGLES EXISTING GUTTER AND FASCIA EXISTING (2) 2x8 BEAM WRAPPED IN PVC TRIM EXISTING 44 POST WRAPPED IN PVC TRIM EXISTING SCREEN PANELS EXISTING 36" RAILING EXISTING COMPOSITE DECKING OVER 2x8 PRESSURE TREATED DECK JOIST @ 16"o.c. EXISTING CONCRETE FOOTING 321 RIVERSIDE DR RIVERHEAD, NY 11901 (516 )376-8594 Client Info BRIAN & CHLOE SCHIELE LINE OF 1510 Maple Lane DECK ABOVE EXISTING 44 P.T. East Marion, NY POST ON CONCRETE �FOOTING (TYP.) Project Info I (2) 2x12 P.T. BEAM ' LEGALIZE EXISTING FINISHED I Q I BASEMENT & ROOF OVER EXISTING I W I DECK I I I 1510 Maple Lane I W o b a I East Marion, NY co \4- O 0 I IF7 = x I a- d Cfl N N I N co EXISTING DUCTLESS a a HVAC SYSTEM a 2x8 P.T. LEDGER 3068 UP EXIST OIL JEC w TANK UMP E' BATH tZ zo a U •c O ?6,� `L� j tUn z [il N O O 0 v LL O AIR N N HAND. Z o o �6'8 U r- LO � N w w EXIST. RECREATION SPACE _ _ _ -o- _ _ v o o v o Ix o CEILING HEIGHT - 7' 10-1/2" _ _ EXISTING BEAM (6' 10-1/2" z `r Z v CLEAR HEIGHT UNDERNEATH) � X J w �' Cv UNEXCAVATED W� o w m N EXISTING GARAGE �CNUo ABOVE w z 2x10 F.J. @16" O.C.D' w z X FURN. - - - -o- - - - - V�I Ally ' C„ o z W CK CLEAR HEIGHT UNDERNEATH) N QOO�... ` �� N Wp� 11-5 rn In EXIST. RECREATION SPACE �4 LAUNDRY 0)� Oso CEILING HEIGHT - T 10-1/2" fi � �8 aM Cl)CD O x Z 9'-0" D 15� 16'-11 1/2" 11 SECTION AND DETAILS EXISTING BASEMENT PLAN SCALE: 1/4" = 1'-0" Drawn By J.E.M. Drawing No. Checked By J.E.M. A-1 Sheet 1 of 3 TABLE 3.1 (NAILING SCHEDULE) JOINT DESCRIPTION # OF NAILS NAIL SPACING ROOF FRAMING Rafter to Top Plate (Toe -nailed) (see Table 3.3A) per rafter Ceiling Joist to Top Plate (Toe -nailed) (see Table 3.3A) per joist Ceiling Joist to Parallel Rafter (Face -nailed) (see Table 3.7) each lap Ceiling Joist Laps over Partitions (Face -nailed) (see Table 3.7) each lap Collar Tie to Rafter (Face -nailed) (see Table 3.4) per tie Blocking to Rafter (Toe -nailed) 2- 8d each end Rim Board to Rafter (End -nailed) 2- 16d each end WALL FRAMING Top plate to Top Plate (Face -nailed) 2- 16d per foot Top Plate at Intersections (Face -nailed) 4- 16d joints - each side Stud to Stud (Face -nailed) 2- 16d 24" o.c. Header to Header (Face -nailed) 16d 16" o.c. along edges Top or Bottom Plate to Stud (End -nailed) 2- 16d per 2 x 4 stud 3- 16d per 2 x 6 stud 4- 16d per 2 x 8 stud Bottom Plate to Floor Joist, Band Joist, 2- 16d per foot End Joist or blocking (Face -nailed) FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe -nailed) 4- 8d per joist Bridging to Joist (Toe -nailed) 2- 8d each end Blocking to Joist (Toe -nailed) 2- 8d each end Blocking to Sill or Top Plate (Toe -nailed) 3- 16d each block Ledger Strip to Beam (Face -nailed) 3- 16d each joist Joist on Ledger to Beam (Toe -nailed) 3- 8d per joist Band Joist to Joist (End -nailed) 3- 16d per joist Band Joist to Sill or Top Plate (Toe -nailed) 2- 16d per foot ROOF SHEATHING Structural Panels 8d 12" o.c. Diagonal Board Sheathing 1'W" or 1"x8" 2- 8d per support 1 "x10 or wider 3- 8d per support CEILING SHEATHING Gypsum Wallboard 5d coolers 7" edge/10" field WALL SHEATHING Structural Panels 8d 12" o.c. Fiberboard Panels 7/16" 6d 3" edge/6" field 25/32" 8d 3" edge/6" field Gypsum Wallboard 5d coolers 7" edge/10" field Hardboard 8d 12" o.c. Particleboard Panels 8d 12" o.c. Diagnonal Board Sheathing 1 "x6" or 1 "x8" 2-8d per support 1 "x10" or wider 3-8d per support FLOOR SHEATHING Structural Panels 1" or less 8d 6" edge/12" field greater than 1" 10d 6" edge/6" field Diagnonal Board Sheathing 1 "x6" or 1 "x8" 2-8d per support 1 "x10" or wider 3-8d per support MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ( REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 PSF 10 PSF DECKS 40 PSF 10 PSF PASSENGER VEHICLE GARAGES 50 A PSF AS PER PLAN ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 PSF 10 PSF ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF SLEEPING ROOMS 30 PSF 10 PSF STAIRS 40 PSF 10 PSF GUARDRAILS AND HANDRAILS 200 PSF 10 PSF ROOF LOADING LIVE -GROUND SNOW LOAD 30 PSF 10 PSF TABLE R301.5 MIN. ROOF LIVE LOADS IN POUNDS -FORCE PER S.F. OF HORIZONTAL PROJECTION TRIBUTARY LOADED AREA IN S.F. FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 FLAT OR RISE LESS 20 16 12 THAN 4 IN. PER FT. (1:3) RISE 4 IN. PER FT. (1:3) TO 16 14 12 LESS THAN 12 IN. PER FT. (1:1) RISE 12 IN. PER FT. 12 12 12 (1:1) AND GREATER R905.2.5 - FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS MIN 12 GAGE SHANK WITH A MIN 3/8" HEAD ASTMF1667 OF A LENGTH TO PENETRATE THROUGH THE ROOFING AND A MIN OF MATERIALS 3/4" INTO THE ROOF SHEATHING WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THINK THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.2.6 - ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS 3/8" PER SHINGLE WHERE THE ROOF SLOPE IS IN ONE OF THE FOLLOWING CATEGORIES: THE BASIC WIND SPEED IS 110 MPH OR GREATER AND THE EAVE IS MORE THAN 20' ABOVE GRADE. GROUND SNOW LOAD - 20 PSF AS PER FIGURE 301.2(5) GROUND SNOW LOAD FOR NYS WIND SPEED -130 MPH AS PER FIGURE 301.2(6) BASIC WIND SPEEDS FOR 50 YEAR MEAN RECURRENCE INTERVAL AS PER FIGURE R301.2.11 DESIGN CRITERIA - WHERE WIND SPEED IS 130 MPH OR ABOVE SHALL BE DESIGNED IN ACCORDANCE WITH THE AF &PA WOODFRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS - WFCM SEISMIC DESIGN CATEGORY - C AS PER FIGURE R301.2(2) INTERNATIONAL RES. CODE SEISMIC DESIGN CATAGORY SUBJECT TO DAMAGE FROM WEATHERING SEVERE AS PER FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONC. FROST LINE DEPTH - 3' AS PER R403.1(1) CONCRETE AND MASONRY DETAILS TERMITE - MODERATE TO HEAVY AS PER R301.2(6) TERMITE INFESTATION MAP DECAY - SLIGHT TO MODERATE AS PER R3012(7) DECAY PROBABILITY MAP WINTER DESIGN TEMP. - SUFFOLK CTY II - NASSAU COUNTY 13 AS PER N1101.2 CLIMATIC CONDITIONS FOR NYS ICE SHIELD AND UNDERLAYMENT REQUIRED - YES AS PER N SEC 905.7.1- IN AREAS WHERE THE AVERAGE TEMP. IN JANUARY IS 25 DEGREES F (4 DEGREES C) OR LESS OR WHEN TABLE R301.2(1) CRITERIA SO DESIGNATES. AS ICE BARRIER THAT CONSISTS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF BUILDING. *CODE COMPLIANCE NOTE* THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF N.Y.S. THE MECHANICAL CODE OF N.Y.S., CHAPTERS 12 THROUGH 24, THE PLUMBING CODE OF NY STATE, CHAPTERS 25 THROUGH 32, AND THE ELECTRICAL CODE OF NY STATE, CHAPTERS 33 THROUGH 42. A. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. B. NAILS SPACED AT 6" OC AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL & PARTICLE BOARD DIAGRAMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. C. COMMON OR DEFORMED SHANK. D. COMMON. E. DEFORMED SHANK. F. CORROSION RESISTANT SIDING OR CASING NAILS. G. FASTENERS SPACED 3" OC AT EXTERIOR EDGES & 6" OC AT INTERMEDIATE SUPPORT. H. CORROSION RESISTANT ROOFING NAILS WITH 7116" DIA HEAD AND 1 1/2" LENGTH FOR 1/2" SHEATHING AND 1 3/4" LENGTH FOR 25/32" 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 25132" SHEATHING. PANEL SUPPORTS AT IT (20" OF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) J. CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORT. K. PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED T ON PANEL EDGES,12"AT INTERMEDIATE SUPPORTS. I. FOR ROOF SHEATHING APPLICATIONS, 8D NAILS ARE THE MIN. REQ'D FOR WOOD STRUCTURAL PANELS. M. STAPLES SHALL HAVE MIN. CROWN WIDTH OF 7/16". N. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4" OC AT EDGES, 8" AT INTERMEDIATE SUPPORTS. 0. FASTENERS SPACED 4" O.C. AT EDGES, 8" O.C. AT INTERMEDIATE SUPPORTS FOR SUBFLOOR & WALL SHEATHING AND 3" OC AT EDGES, 6" AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. P. FASTENERS SPACED 4" OC AT EDGES, 8" AT INTERMEDIATE. R905.25 FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAGE SHANK W/ A MIN. 3/8" HEAD ASTMF 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS & A MIN. OF 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 314" THICK. THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF SHINGLS SHALL HAVEA MIN. OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN 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 UNITS IN 12 UNITS HORIZONTAL UP TO 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL UNITS SHALL BE TWO LAYERS. TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STENGTH OF CONCRETE MINIMUM SPECIFIED TYPE OR LOCATION OF COMPRESSIVE STRENGTH a(fc ) WEATHERING POTENTIAL CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500 CONCRETE NOT EXPOSED TO THE WEATHER BASEMENT SLABS AND INTERIOR SLABS ON 2,500 2,500 2,500 GRADE, EXCEPT GARAGE FLOOR SLABS. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR VERTICAL CONC. WORK EXPOSED 2,500 3,000d 3,000d WALLS & OTHER TO THE WEATHER. PORCHES, CARPORT SLABS AND STEPS EXPOSED 2,500 3,0000 3,000d,e TO THE WEATHER, AND GARAGE FLOOR SLABS. TABLE R 301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEIMIC SUBJECT TO DAMAGE FROM 1,2 WINTER ICE SHIELD FLOOD SNOW SPEED DESIGN WEATHERING FROST TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MFH) CATEGORY LINE DEPTH TEMP REQUIRED 20 PSF 1 130 C I SEVER 3' M - H S - M 110 YES o° ° o ° ° 0o 0 ° ° ° O O RIDGE STRUCTURAL RIDGE SIMPSON STRONG TIE WITH SIMPSON STRONG TIE CEIL. COLLAR TIES @32" O.C. CATHEDRAL CEILINGS CS-20X18" MIN. WITH (7)1 OD (R-R) COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD ri FACE MOUNT HANGER HIP RAFTER SIMPSON STRONG TIE (LUS) SIMPSON STRONG TIE LUS26, LUS28, LUS26-2 #LS70 LUS 28-2, LUS210-2 HD38 MTS12HCP2 CONTINUOUS CORNER HIP CORNER PLATE POST STRAPPING POST BASE SIMPSON STRONG TIE (HCP) SIMPSON STRONG TIE SIMPSON STRONG TIE HCP2 - 2" X MEMBER SIZE VERTICAL HD38 # ABA44 HCP4 - 4" X MEMBER SIZE SHINGLE RIDGE CAP SHINGLES FELT PAPER �- RIDGE VENT EXHAUST AIR 1/2" TO 3/4" PLYWOOD SHEATHING RIDGE VENT GALV. MTL. TIES @ EACH STUD (TYP. OF ALL) FLOOR JOISTS TOP PLATES GALV. MTL. TIES @ BLOCKINGMETALSTR DETAIL TRUSS AND RAFTER CONNECTIONS TO WOOD TOP PLATE 4 C V1 --1 E 321 RIVERSIDE DR RIVERHEAD, NY 11901 (516 )376-8594 Client Info BRIAN & CHLOE SCHIELE 1510 Maple Lane East Marion, NY Project Info LEGALIZE EXISTING FINISHED BASEMENT & ROOF OVER EXISTING DECK 1510 Maple Lane East Marion, NY CO z w 0 O 0 z O i-- U z O 0 LO N 0 N 0 DETAILS Drawn By J.E.M. Drawing No. Checked By J.E.M. A-2 Sheet 2 of 3 GENERAL NOTES DIVISION 1 GENERAL NOTES: THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS. ANY DISCREPANCIES, VOIDS OR PROBLEMS SHALL BE REPORTED TO THE ARCHITECT BEFORE SUBMISSION OF BID. A SUBMISSION OF BID SHALL IMPLY CONTRACTOR ACCEPTANCE OF THE DRAWINGS AND ALL EXISTING CONDITIONS. DURING THE COURSE OF CONSTRUCTION IF MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT OF EXISTING CONDITIONS, REQUEST OF CLIENT, ARCHITECT, ETC. THE CONTRACTOR SHALL SUBMIT TWO WRITTEN COPIES OF A CHANGE ORDER WITH THE AMENDED PRICE. THE CONTRACTOR SHALL NOT CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WRITTEN AUTHORIZATION FROM OWNER OR ARCHITECT. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DIFFERS FROM THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP ALL RELATED WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THESE PROCEDURES AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. THE AIA DOCUMENT A-201 (LATEST EDITION) "GENERAL CONSTRUCTIONS, OR THE CONTRACTFOR CONSTRUCTION" SHALL PREVAIL WHENEVER POSSIBLE. ALL WORK SHALL CONFORM TO THE 2010 NEW YORK STATE RESIDENTIAL BUILDING CONSTRUCTION CODE (LATEST EDITION) AND ALL RULES AND REGULATIONS THEREIN AND WITH ALL OTHER AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL MAKE SURE THAT ALL TRADE'S WORK CONFORMS TO FEDERAL, STATE AND MUNICIPAL CODES (BOCA) AND ORDINANCES. THESE SHALL SUPERSEDE DRAWINGS, NOTES AND DIMENSIONS INS ALL CASES. THE ARCHITECT SHALL BE NOTIFIED OF SUCH CHANGES BEFORE WORK IS STARTED. NON -FAMILIARITY WITH GOVERNING RULES AND REGULATIONS WILL NOT BE CAUSE FOR AN "EXTRA" BILLING. IN THE EVENT THAT WORK HAS TO BE REPLACED FOR NON-COMPLIANCE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE IF HE HAS NOT NOTIFIED THE ARCHITECT BEFORE INITIAL INSTALLATION. THE CONTRACTOR SHALL MAKE ANY CORRECTIONS REQUIRED BY THE ARCHITECT. APPROVAL OF DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS, UNLESS HE HAS CALLED ATTENTION TO SUCH DEVIATIONS (IN WRITING) AT THE TIME OF SUBMISSION OF BID AND SECURED WRITTEN APPROVAL. NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR SCHEDULES OR THE PROPER PERFORMANCE OF MECHANICAL EQUIPMENT AND CONTROLS. THE WORD "PROVIDE" SHALL MEAN TO FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. ALL ITEMS SPECIFIED ARE TO ESTABLISH QUALITY OF WORK; PRODUCTS OF OTHER MANUFACTURER'S EQUAL IN DESIGN, COLOR AND QUALITY MAY BE SUBSTITUTED IF APPROVED BY THE ARCHITECT AS MEETING ESTABLISHED DESIGN AND FUNCTIONAL CRITERIA. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE BEST -ACCEPTED TRADE PRACTICES AND AS PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR IS TO INDICATE TO THE ARCHITECT THE PROPOSED DATES AND HOURS DURING WHICH WORK SHALL BE PERFORMED. THE CONTRACTOR SHALL PREPARE AND UPDATE MONTHLY CONSTRUCTION SCHEDULES; COMPLETION DATE MAY NOT BE EXTENDED WITHOUT WRITTEN NOTICE. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS, APPROVALS, UNDERWRITERS CERTIFICATE, "C OF 0," AND/OR COMPLETION FOR ALL WORK INDICATED FOR AGENCIES HAVING JURISDICTION. CONTRACTOR IS TO SUPPLY OWNER, IN WRITING, A WAIVER OF ALL LIENS FOR HIMSELF AND ALL SUPPLIERS AND SUBCONTRACTORS, AT THE TIME OF EACH PAYMENT REQUEST. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. BOOM CLEAN AFFECTED AREAS AND CARTS AWAY ALL DEBRIS. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS SHOWN, AND UNLESS OTHERWISE NOTE, ALL EQUIPMENT SHALL BE NEW AND OF BEST QUALITY. DIVISION 2 SITE WORK: LANDSCAPING: ALL TREES AND SHRUBS WHICH INTERFERE WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE REMOVED; AND NEW ORNAMENTAL TREES AND SHRUBS PLANTED, NEW LAWN AREAS SHALL BE SEEDED AFTER FINISHED GRADING IS COMPLETE. STORM DRAINAGE: CONTRACTOR WILL VERIFY REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM DRAINAGE. SOILS: EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND OTHER SUCH WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE DRAWINGS. ALL TRENCHES FOR FOOTINGS, FOUNDATIONS, SLABS, ETC. SHALL HAVE LEVEL, SOLID AND UNDISTURBED BOTTOMS. ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS / SQUARE FOOT, CONTRACTOR SHALL VERIFY IN FIELD. FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS AND SLABS SHALL BE COMPACTED TO A MINIMUM OF 96% MAXIMUM DENSITY IN ACCORDANCE WITH THE MODIFIED PROCTOR TEST. MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE FOR ANY EXCAVATION ADJACENT TO FOOTINGS. WHERE WALLS ARE POURED TO GRADE, THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE THE WORK ADEQUATELY TO PREVENT DEFORMATION OR COLLAPSE. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 INCHES IN DIAMETER, LENGTH OR WIDTH. WATER SHALL NOT BE ALLOWED TO STAND IN EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS SET. CONTRACTOR SHALL REMOVE SUCH WATER AT HIS WON EXPENSE. TEMPORARY SHEET PILING, SHORING OR BRACING SHALL BE PROVIDED AS REQUIRED TO MAINTAIN EXCAVATION BANKS IN A SAFE AND STABLE CONDITION. NO BLASTING SHALL BE PERMITTED. CONTRACTOR SHALL RETAIN A LICENSED CIVIL ENGINEER TO PERFORM ALL DESIGN AND SUPERVISION RELATED TO EXCAVATION, UNDERGROUND UTILITY SERVICES, (SUBSTANDARD -LESS THAN 2-TON/SQ.FT.) SOILS ENCOUNTERED, ROADS, AND SITE STRUCTURES NOT USUALLY CONSIDERED ARCHITECTURAL IN NATURE. ALL BASEMENT WALLS BELOW GRAD SHALL BE DAMP -PROOFED WITH TWO COATS OF ASPHALTIC, SELF -PRIMING PLASTIC CEMENT, TROWEL OR SPRAY APPLIED TO WALLS IF WATER TABLE IS DETERMINED TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB ELEVATION. BENTONITE OR 60 ML LIQUID WATERPROOF MEMBRANE AS MFR. BY ANTI -HYDRO OR EQUAL SHALL BE USED IF WATER TABLE IS HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE IN THE FIELD. DIVISION 2 SITE WORK: LANDSCAPING: ALL TREES AND SHRUBS WHICH INTERFERE WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE REMOVED; AND NEW ORNAMENTAL TREES AND SHRUBS PLANTED, NEW LAWN AREAS SHALL BE SEEDED AFTER FINISHED GRADING IS COMPLETE. STORM DRAINAGE: CONTRACTOR WILL VERIFY REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM DRAINAGE. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND OTHER SUCH WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE DRAWINGS. ALL TRENCHES FOR FOOTINGS, FOUNDATIONS, SLABS, ETC. SHALL HAVE LEVEL, SOLID AND UNDISTURBED BOTTOMS. ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS / SQUARE FOOT, CONTRACTOR SHALL VERIFY IN FIELD. FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS AND SLABS SHALL BE COMPACTED TO A MINIMUM OF 96% MAXIMUM DENSITY IN ACCORDANCE WITH THE MODIFIED PROCTOR TEST. MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE FOR ANY EXCAVATION ADJACENT TO FOOTINGS. WHERE WALLS ARE POURED TO GRADE, THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE THE WORK ADEQUATELY TO PREVENT DEFORMATION OR COLLAPSE. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 INCHES IN DIAMETER, LENGTH OR WIDTH. WATER SHALL NOT BE ALLOWED TO STAND IN EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS SET. CONTRACTOR SHALL REMOVE SUCH WATER AT HIS WON EXPENSE. TEMPORARY SHEET PILING, SHORING OR BRACING SHALL BE PROVIDED AS REQUIRED TO MAINTAIN EXCAVATION BANKS IN A SAFE AND STABLE CONDITION. NO BLASTING SHALL BE PERMITTED. CONTRACTOR SHALL RETAIN A LICENSED CIVIL ENGINEER TO PERFORM ALL DESIGN AND SUPERVISION RELATED TO EXCAVATION, UNDERGROUND UTILITY SERVICES, (SUBSTANDARD -LESS THAN 2-TON/SQ.FT.) SOILS ENCOUNTERED, ROADS, AND SITE STRUCTURES NOT USUALLY CONSIDERED ARCHITECTURAL IN NATURE. ALL BASEMENT WALLS BELOW GRAD SHALL BE DAMP -PROOFED WITH TWO COATS OF ASPHALTIC, SELF -PRIMING PLASTIC CEMENT, TROWEL OR SPRAY APPLIED TO WALLS IF WATER TABLE IS DETERMINED TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB ELEVATION. BENTONITE OR 60 ML LIQUID WATERPROOF MEMBRANE AS MFR. BY ANTI -HYDRO OR EQUAL SHALL BE USED IF WATER TABLE IS HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE IN THE FIELD. DIVISION 4 UNIT MASONRY: CONCRETE BLOCK (MIN. COMPRESSIVE STRENGTH: 1800 PSI): PROVIDE NORMAL WEIGHT (125 LBS/CU. FT.) HOLLOW LOAD BEARING BLOCK CONFORMING TO ASTM C90, GRADE N-1. INSTALLATION SHALL FOLLOW NATIONAL CONCRETE MASONRY INSTITUTE'S RECOMMENDATIONS. LAY WALLS IN RUNNING BOND PATTERN, UNLESS OTHERWISE INDICATED. DO NOT USE LESS THAN ONE HALF -MASONRY MODULE. TIE INTERSECTING WALLS WITH TRUSS TYPE REINFORCING 16" O.C. VERTICALLY TO EXTEND 2' ABOVE FOR ALL MASONRY CONSTRUCTION BELOW GRADE. REINFORCING: TRUSS TYPE, CONTINUOUSLY WELDED WIRE AS MANUFACTURED BY DURO-WALL OR EQUAL, 9GA; FOLLOW MANUFACTURER'S INSTALLATION DETAILS. PROVIDE MISC. ANCHORS AND TIES AS REQUIRED. MINIMUM 14GA GALVANIZED STEEL OR 3/8" DIAMETER GALV. STEEL ROD. MORTAR: USE TYPE "M" MORTAR CONFORMING TO ASTM C-270 ALL MORTAR SHALL BE MIXED A MINIMUM OF 5 MINUTES IN A MECHANICAL BATCH MIXER. DO NOT RE -TEMPER AFTER 2 HOURS HAS ELAPSED. DO NOT USE MORTAR, WHICH HAS ELAPSED. DO NOT USE MORTAR, WHICH HAS BEGUN TO SET. MAINTAIN A CONSTANT JOINT WIDTH THROUGHOUT THE WORK. UNLESS OTHERWISE INDICATED OR NOTED. JOINTS SHALL BE A MINIMUM '/4" WIDE. MORTAR MATERIALS SHALL BE AS FOLLOWS: -PORTLAND CEMENT: CONFORM TO ASTM C-150, TYPE I. -QUICKLIME: CONFORM TO ASTM C-5, PLANT MIXED ONLY AND THOROUGHLY SLAKED PRIOR TO USE. MAX MAGNESIUM OXIDE=8% -HYDRATED LIME: CONFORM TO ASTM C-207, TYPE S. -AGGREGATE: CONFORM TO ASTM C-144, OR C-404, SIZE #2. AGGREGATE SHALL NOT EXCEED FOUR TIMES THE PORTLAND CEMENT. -WATER: POTABLE -MOISTURE RESISTANT ADDITIVE: AMMONIUM STEZRATE, ALUMINUM TRISTERATE, OR CALCIUM STEARATE. DIVISION 5 MISC. METALS: STEEL WORK, IN GENERAL, SHALL CONFORM TO THE FOLLOWING AMERICAN INSTITUTE OF STEEL CONSTRUCTION STANDARDS. -CODE OF STANDARD PRACTICE FOR BUILDERS AND BRIDGES -SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS, INCLUDING THE COMMENTARY AND SUPPLEMENTS. -SPECS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS. COMPLY WITH THE FOLLOWING AMERICAN WELDING SOCIETY STANDARDS: AWS D1.1 STRUCTURAL WELDING CODE AWS D12.1 REINFORCING STEEL WELDING CODE COMPLY WITH ASTM A-6, GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES, SHEET PILING, AND BARS FOR STRUCTURAL USE. CONFORM TO VARIOUS ASTM STANDARDS, AS NOTED, AND ALL REQUIREMENTS OF THE GOVERNING AUTHORITIES. MATERIALS PROPERTIES: 1. STRUCTURAL STEEL SHAPES, PLATES, AND BARS SHALL BE ASTM A-36. 2. COLD FORMED STEEL TUBING SHALL CONFORM TO ASTM A-501 3. STEEL PIPE: ASTM A-53, TYPE E OR S, GRADE B. BLACK FINISH, EXCEPT WHERE INDICATED TO BE GALVANIZED. 4. ANCHOR BOLTS, ASTM A 307, GRADE A, NON -HEADED TYPE. 5. ALL STEEL SHALL RECEIVE ONE OF RED OXIDE PRIMER AFTER FABRICATION IN SHOP. ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING FOR LATERAL STABILITY UNTIL THE STRUCTURE IS FULLY BRACED BY THE INSTALLATION OF PERMANENT STRUCTURE: DIVISION 6 WOOD: STRUCTURAL LUMBER: ALL STRUCTURAL LUMBER SHALL BE CONSTRUCTION GRADE DOUGLAS FIR -SURFACE DRIED TOMAX. 14% MOISTURE CONTENT, STRESS GRADED LUMBER. LUMBER SHALL HAVE THE FOLLOWING MINIMUM STRESS PROPERTIES: FB = 900 PSI FV = 75 PSI E = 1,700,000 SINGLE USE ALL STRUCTURAL LUMBER SHALL COMPLY WITH AND BE ERECTED IN ACCORDANCE WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION. /ll�i11 T :-�I3.Y;lL�Li>f3sI71�u1:1.�;�f7 PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED CONDITIONS, AS MANUFACTURED BY SIMPSON, TECO OR EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL FLOOR JOIST SHALL BE BRIDGED AT MID -SPAN OR AT INTERVALS NOT TO EXCEED 8 FEET. METAL, SOLID WOOD BLOCKING, AND (2) 5/4" X 3" BRIDGING IS ACCEPTABLE. ALL WALL OPENINGS, 4 FEET WIDE OR LESS, SHALL HAVE DOUBLE STUDS AT JAMBS; SPANS WIDER THAN FOUR 4 FEET SHALL HAVE DOUBLE STUDS FOR HEADER BEARING PLUS JAMB STUD. JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS, UNDER ALL PARALLEL WALLS AND PARTITIONS, AND AT CANTILEVERS BEYOND THE FOUNDATIONS WALL. TYPICAL INTERIOR NEW, NON -BEARING PARTITIONS SHALL BE 2X4 STUDS AT 16" O.C. WITH 5/8" SHEETROCK. TAPE, SPACKLE AND FINISH AS SPECIFIED. TYPICAL EXTERIOR WALLS: NEW CONSTRUCTION SHALL BE 2X6 AT 16" O.C. MUD SILL SHALL BE OF WOLMANIZED LUMBER 2X8 PLATE, SECURE TO FOUNDATION WALL WITH''/Z' DIAMETER ANCHOR BOLTS, MAX. 6-0" O.C., AND MAX. 2 FEET FROM CORNERS. PROVIDE LINTELS OR HEADERS AT ALL OPENINGS, WHETHER OR NOT INDICATED ON THE PLANS. HEADERS AT NON -BEARING CONDITIONS SHALL BE AS FOLLOWS: 1F 4'-0" OR LESS...................................3-1/2" X 9-1/2" LVL IF 6-0" OR LESS...................................3-1/2" X 11-7/8" OR 5-1/4" X 9-1/2" LVL 1F 8'-0" OR LESS...................................5-1/4" X 11-7/8" LVL IF A HEADER IS NOT INDICATED AT A BEARING CONDITION, INFORM THE ARCHITECT BEFORE PROCEEDING. ALL WALLS (EXTERIOR) SHALL BE BRACED AGAINST LATERAL LOADS BY STRUCTURAL SHEATHING, 16 GA. STEEL STRAPPING, OR LET IN 1X4 CORNER BRACING. MICROLAM: SCOPE: THIS WORK INCLUDES THE COMPLETE FURNISHINGS AND INSTALLATION OF ALL "MICRO -LAM" LUMBER BEAMS AS SHOWN IN THE DRAWINGS, HEREIN SPECIFIED AND NECESSARY TO COMPLETE THE WORK. MATERIALS: THE MICRO -LAM LUMBER BEAMS SHALL BE MANUFACTURED FROM MICRO -LAM BRAND PARALLEL LAMINATED VENEER LUMBER UTILIZING I/10" OR 1/8" THICKNESS DOUGLAS FIR VENEER GLUED UP IN A CONTINUOUS PIECES WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. LAMINATED VENEER LIMBER SHALL BE OF SINGLE ONE-PIECE LENGTH, FREE OF RINGER JOINTS, SCARF JOINTS OR MECHANICAL CONNECTIONS IN FULL LENGTH. MEMBERS: VENEERS SHALL BE DRIED AS REQUIRED. ADHESIVE USED TO LAMINATE THE VENEER SHALL BE WATERPROOF, MEETING THE REQUIREMENTS OF ASTM D-2559-76, UNIFORMLY APPLIED TO THE VENEER AT THE REQUIRED SPREAD RATE. DESIGN: MICRO -AM LUMBER BEAMS SHALL BE DESIGNED TO MEET THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGNS SHALL BE IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE. COMPLETE DESIGN CALCULATION SHOWING MEMBER FORCES AND STRESSES AND ALLOWABLE LOAD ARE TO BE AVAILABLE UPON REQUEST FOR EACH MICRO -LAM LUMBER DESIGN. THE DESIGN OF THE MICRO -LAM LUMBER BEAMS IS TO BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER AND IN ACCORDANCE WITH THE NRB ACCEPTANCE, AND PROVISIONS OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD 1984.1, PROTECTION: THE MICRO -LAM LUMBER BEAMS, LIKE ANY OTHER WOOD PRODUCT, SHALL BE EL PROTECTION: THE MICRO -LAM LUMBER BEAMS, LIKE ANY OTHER WOOD PRODUCT, SHALL BE EXERCISED DURING HANDLING TO PREVENT DAMAGE TO THE BEAMS. HARDWARE: ALL HARDWARE IS TO BE FABRICATED BY OTHERS ACCORDING TO DETAILS CONTAINED IN THE CONTRACT DRAWINGS. INSTALLATION: THE MICRO -LAM LUMBER BEAMS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS. TEMPORARY CONSTRUCTION LOADS BEYOND LIMITS INDICATED THEREON ARE NOT PERMITTED. HOLES, CUTS OR NOTCHES NOT PREVIOUSLY APPROVED BY THE ENGINEER SHALL NOR BE MADE. THE FINAL ERECTION OF THE MICRO -LAM LUMBER BEAM SHALL BE UNDER THE DIRECTION OF QUALIFIED CONSTRUCTION SUPERVISOR. LATERAL NAIL HOLDING AND WITHDRAWAL ARE AS PROVIDED IN THE CODE FOR DOUGLAS FIR SAWN LUMBER. NAILS INSTALLED PARALLEL TO THE GLUE LINES ON THE NARROW FACE SHALL NOT BE SPACED CLOSER THAN 4 INCHES FOR 10-PENNY COMMON NAILS AND 3 INCHES FOR 8-PENNY COMMON NAILS. NAILS INSTALLED PERPENDICULAR TO THE GLUE LINES ON THE WIDE FACE SHALL BE INSTALLED IN ACCORDANCE WITH THE CODE. THESE NAILING SPECIFICATIONS ARE BASED ON A MEMBER AT LEAST 3/4" THICK AND 3-1/2" WIDE. HOLDING POWER OF BOLTS INSTALLED PERPENDICULAR TO THE GLUE LINES IS AS PROVIDED IN THE CODE FOR DENSE DOUGLAS FIR. SPECIFIC APPROVAL IS REQUIRED FOR OTHER THAN NAILED AND BOLTED CONNECTIONS. STRUCTURAL PROPERTIES: E = 2,000,000 FB = 2,800 PSI NO SUBSTITUTES ARE ACCEPTABLE, UNLESS SPECIFICALLY NOTED BY ENGINEER. PLYWOOD: ROOF SHEATHING SHALL BE CDX 2410 PLYWOOD, 5/8" FOR SHEATHING SPANNING 16" OR LESS, AND OTHERWISE. FLOOR SHEATHING SHALL BE 32/16" STRUCTURAL I & II C-D EXTERIOR, 3/4" THICK APA RATED, T&G, GLUED AND NAILED. ALL PLYWOOD SHALL BE GRADE MARKED AND MEET THE STANDARDS OF AMERICAN PLYWOOD ASSOCIATION. (APA) DIVISION 7 THERMAL AND MOISTURE PROTECTION: ROOFING: DIMENSIONAL ASPHALT ROOFING SHINGLES, COLOR AS SELECTED BY OWNER AND ARCHITECT. IRKIIJIIMMKiIN SHALL BE FOIL FACED (TYPICAL) INSULATION: 1. 2 X 6 WALLS = R-19 2. CEILING & ROOF = R-49 3. FLOORS OVER UNHEATED SPACES = R-30 NOTE: INSULATE ALL ATTIC SPACES AND ALL EXTERIOR WALLS. FLASHING: FLASHING WORK SHALL INCLUDE ALL FLASHING REQURED FOR A COMPLETE INSTALLATION OF NEW ROOFING, TRIM, ENTRANCES, ALL INDICATED ON DRAWNGS. REPAIR AND/OR REPLACEMENT OF GUTTERS AND DOWNSPOUTS AS REQUIRED TO CREATE A WATER TIGHT JOB. FLASHING FOR ROOFING SHALL BE COPPER SHEET: ASTM,160Z. (0.0216")(COLD ROLLED). SEPARATE ALL DISSIMILAR METALS WITH BITUMINOUS COATING. JOINTS TO BE SOLDERED. DIVISION 8 DOORS AND WINDOWS: WINDOWS: (SEE WINDOW SCHEDULE.) WINDOWS BY LOW-E GLASS. SIZE AND FUNCTION AS INDICATED -CONTRACTOR TO VERIFY SIZES, (ROUGH OPENINGS) WITH MODEL NUMBERS PRIOR TO ORDERING WINDOWS, AND TO REPORT ANY DISCREPANCIES TO ARCHITECT. PROVIDE AND INSTALL ALL INSECT SCREENS AND HARDWARE AS REQUIRED. ALL GLASS WITHIN 18" OF FLOOR TO BE TEMPERED. DOORS: (SIZE AS INDICATED ON PLANS) SKYLIGHTS: (AS INDICATED ON PLANS. UNLESS OTHERWISE NOTED SKYLIGHTS TO BE BY "ANDERSEN"-LOW-E GLASS.) DIVISION 9 FINISH SCHEDULE: INTERIOR WALLS AND CEILING: TAPE AND SPACKLE DRYWALL, 3 COATS (I PRIME, 2 FINISH). TAPE SHALL BE FIBERGLASS TYPE. WALLS AND CEILING TO BE READY FOR PAINT. ALL DRYWALL SHALL BE ATTACHED TO FRAMING WITH SCREWS, MAX. 12"O.C. INTERIOR TRIM: ALL TRIM JOINTS TO BE FILLED WITH WOOD FILLER AND SANDED READY FOR PAINT. DIVISION 10 SPECIALTIES: IF USED, SPECIFIED ON PLANS. DIVISION 11 EQUIPMENT: APPLIANCES SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. CONFIRM REQUIRED MECHANICAL/ELECTRICAL HOOK-UPS. DIVISION 12 FURNISHINGS: NOT USED DIVISION 13 SPECIAL CONSTRUCTION: NOT USED DIVISION 14 CONVEYING SYSTEMS: NOT USED DIVISION 15 MECHANICAL: PROVIDED BY HVAC ENGINEER/ENGINEEER f 3 4 V R CH 321 RIVERSIDE DR RIVERHEAD, NY 11901 (516 )376-8594 Client Info BRIAN & CHLOE SCHIELE 1510 Maple Lane East Marion, NY Project Info LEGALIZE EXISTING FINISHED BASEMENT & ROOF OVER EXISTING DECK 1510 Maple Lane East Marion, NY cn � Z V) O w Z :P O o- U U 0 Z O U U) Z O U CV O v GENERAL NOTES Drawn By J.E.M. Drawing No. Checked By J.E.M. A-3 Sheet 3 of 3