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SITE PLAN HATCH KEY:
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DESCRIPTION (FOOTPRINT) AREA 3b LOT
1 I I I COVERAGE
36.0'
TOTAL LOT AREA 25,84x.0 S.F.
24' EXIST. 1 EXISTING HOME 1,561.0 S.F. 6.030
IN-GROUND POOL
EXISTING GARAGE 427.0 S.F. 1.730
EXISTING POOL 648.0 S.F. 2.5%
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TOTAL AREA OF ALL STRUCTURES 2636.0 S.F. 10.2%
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/ I. THIS IS AN ARCHITECTS SITE PLAN 15 „. .
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REPRESENTED ON THIS SITE PLAN 15 TO THE \`
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2. SURVEY INFORMATION WAS OBTAINED
FROM A SURVEY DATED JAN. 15, 1x81 AND LOCATION MAS
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NOTES $ SPEC 1 F I CAT I ONS CARPENTRY FOUNDATION, CONCRETE, AND MASONRY GLA55 WINDOWS AND DOORS A BBRE Y I AT I O NS a
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDER O
I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 b BETTER (Fb = 875) UNLE55 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TING FOUNDATION AS IT 1. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWI5E SPECIFIED. V
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TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD IN5UL. IF,N5ULATION I_-
5PEGIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER
2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CLEARANCES ARE PROVIDED. W Z O
95" MIN. FOUNDATION EXPOSURE. BPE BASE FLOOD ELEVATION INT. INTERIOR J = CN-I
GENERAL 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UND15TURBED 501L 3. ALL 5LIDING GLA55 DOORS, 5KYLIGHT5, AND ANY CLASS UNIT INSTALLED BLDG. BUILDING K KIPS (1000 LBS) W TA
3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55,
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (I) 2"x6" 3. SOIL To HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEG.'s� MANUFACTURER'S SPEGIFIGATIONS Q W >'
APPLIC11 ABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE.
4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH Z
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. MANUFACTURER'S 5PEGIFICA-IONS. S.O. BOTTOM OF MAX. MAXIMUM
4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS $Y "TECO" OR OTHERWISE NOTED 0 V)
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL.
5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. BOT. BOTTOM MECH. MEGHANIGAL J = Z
STRUCTURE/SITE SHALL $E FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE J J
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN55 IN ENERGY CONSERVATION CONSTRUCTION CODE. B.O.W. BOTTOM OF WALL MIN. MINIMUM F- Lo Y
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 11
AND AUTHORITIES HAVING JURISDICTION. UNTIL Ir2l TIER OF FRAMING 15 IN PLACE. 6. PROVIDE FLASHING PANS JNDER ALL 5LIDING GLA55 DOORS, WINDOWS, OR 0 O 0
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, PO5T5, AND BATH TUBS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST 11 NAVP55 NORTH AMERICAN VERTICAL DATUM OF 1,1550 O O
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 0- 1-77 M
OF THE OWNER/BUILDER U.O.N. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL, il COLUMN NYC BG �I NEW YORK CITY BUILDING CODE }. in
7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. Z
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JO$ CONDITIONS SOLID WITH CONCRETE. GOVT. CONTINUOUS O.G. ON CENTER O
SHALL BE CLARIFIED WITH THE ARGHITEOVENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55
WITH THE WORK. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OCG. OCCUPANCY
�. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE Z
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL $E MADE 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE _11PRELIMINARY BASE FLOOD ELEVATION Q J
P.T. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28
UNLESS APPROVED BY THE ARCHITEOVENGINEER. DAYS OF 4,000 P.5.1., U.O.N. ANOTHER WINDOW MANUFAGTJRER, IT 15 THE RESPONSIBILITY OF THE
10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FA5TENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE J 00
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION KITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE �' 0
BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS 11 PL. PLATE Z 4� Cfl
FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS J
6. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. REQUIREMENTS. EA. EACH PLYWD. PLYWOOD O
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATIONPRESSURE TREATED Q Z
NAILING AS PER FA5TENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. (1) WALL TIE PER (3) 5Q. FT. TEMPERED CLASS.
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL IN5PEGTION5, APPROVALS, EQUIP. EQUIPMENT REQ'D REQUIRED Lei. _j N
CERTIFICATES, CERT. OF OGGUPAANGY OR COMPLETION AND U.L. APPROVAL I1. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNF DEBRIS. = (D
12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, R1 RIERLo
APPROVED EQUAL. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING S
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MI551LE TEST OF ASTM Elq'ib AND ASTM E195956 A5 MODIFIED BY 2020 NY5 BC
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN l3. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM J
PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RF-515TANT STANDARD OR
UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. FROM FOOTING TO 2' ABOVE FINISH GRADE. AN51/DA5MA 115. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 95'-O" AND AT EVERY 5'-0". OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. No 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL
CONCRETE SHALL BE PLACED ON FROZEN SURFACES. A THICKNESS OF NOT LE55 THAN J" AND A SPAN OF NOT MORE THAN 5' SHALL
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 11 W '
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. SMART VENT
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL
6-003. 17. NO ADDITIVES SHALL BE PLACED IN GONGRETE UNLE55 SPECIFIED BY ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ENGINEER. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEPULE A5 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE C.)
NECESSARY. 195. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP CL. TEMPERED GLASS uJ
BROOM GLEAN. WHERE EVER APPLICABLE. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED
17. PROVIDE ALL NAILING AND 5TRAPPING ADDRESSED ON PAGES 6-003. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICKV
15. THE CONTRACTOR SHALL CARRY WORKMAN'S GOMPENSA-ION AND GENERAL Zr J
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES iq. UNLESS OTHERWI5E INDICATED, ALL FOUNDATION FOOTIN55 ARE TO BEA 0 .J
195. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MIN. 10 DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL
AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
FLOOR SHALL NEVER EXCEED A I6" SPAN. CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr IF
TREAD
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Q
THE 5UB-CONTRAOTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER
19. AT ROUGH OPENIN05 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED PLUMBING FR. FRAME TYP. TYPICAL :°'��
COMPLETION OF PROJECT. AS PER PAGE 6-003. AS IN SOLID B SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW)
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 8 3'-O" BELOW GRADE. SYSTEMS TO NYS PLUMBING CODE AND NYS DEG REGULATIONS. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED
ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FTG. FOOTING VERT. VERTICAL
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER H/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER + .
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPIN6, OR SOAKING UNTIL THE WOOD NON LOAD BEARING INTERIOR METAL STUD FRAMING. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION GYP. BD, GYPSUM BOARD V.I.F. VERIFY IN FIELD w .,
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, AND AT BASE OF VERTICAL WASTE PIPES.
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER I. GENERAL: THE INSTALLATION REQUIRED FOR THE VARIOUS DRYWALL HOLD DOWN �/ WITH
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, 50REWS, FLASHING, ANCHOR BOLTS, 5Y5TEM5 SHALL BE IN ACCORDANCE WITH U50 H.D."SYSTEMS FOLDER 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/95" PER
WHOLE OR IN PART $Y ANY NEGLIGENT ACT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, SAM23-IQQO", ASTM 0754 FOR METAL SUPPORT INSTALLATION, AND ASTM G FOOT. HDR HEADER 11
WD. WOOD
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 840 FOR GYPSUM BOARD APPLICATION AND FINISHING.
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 2. PARTITION FRAMING: ERECT FRAMING PLUMB AND TRUE WITHIN I/95" IN 12'-0". 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: FH
NGR HANGER ZR ZONING RESOLUTION
�BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A - DISH WASHER.........................................2"
PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST MGMILLIAN I.clE MIGROLAM 3. STUDS AND RUNNERS: 50REW TYPE, ROLL FORMED, CHANNEL SHAPED - KITCHEN SINK........................................2" HOR. HORIZONTAL
B. GEORGIA PACIFIC 2.0E G-P LAM - LAVATORY...............................................2"
SECTIONS, ASTM G 645, WITH FLANGE EDGES OF STUDS BENT BACK q0
P5L (PARALLEL STRAND LUMBER) DENOTES: - 5HOWER/TUB..........................................2"
18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING DEGREES AND DOUBLED OVER TO FORM 3/16" MINIMUM LIP (RETURN), 20 GAUGE
A. TRU55 JOIST McMILLIAN 2.OE PARALLAM - TOILET........................................................3"
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s GALVANIZED STEEL WITH CUTOUTS FOR UTILITY RUNS. INCLUDE 25 GAUGE TOP - LAUNDRY .................................................2"
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR AND BOTTOM RUNNERS AND ALL ACCESSORIES REQUIRED FOR A COMPLETE _ INSULATION � ��I `� S�R� i 101 `� R��CU I R�I I�I �1�5
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, INSTALLATION AS RECOMMENDED BY THE MANUFACTURER. ALL ACCESSORIES FLOOR DRAIN..........................................3
APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. !-JOIST FLOOR SYSTEMS SHALL TI IN ACCORDANCE WITH THE WOOD SHALL HAVE A GALVANIZED COATING. TOP RUNNER TRACK FOR PARTITIONS
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, EXTENDING TO STRUCTURE ABOVE SHALL BE DEEP LEG TYPE. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4"
AUTHORIZATION OF THE ARGHITEGT/EN6INEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S THROUGH ROOF.
CODE EVALUATION REPORT. 4. FURRING CHANNELS: 7/95" DEEP, 25 GAUGE ROLL FORMED GALVANIZED HAT
Icl. THE CONTRACTOR SHALL BE RE5PON515LE FOR ANY SHOP DRAWINGS SHAPED SECTIONS. 7. PROVIDE FRO57-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN d PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL DRAIN GOCK5 AS REQ'D. H05F BIBS SHALL BE PROVIDED WITH BACKFLOW COMPONENT COMPLIES
PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 5. FURRING CHANNEL CLIPS: HEAVY GAUGE GALVANIZED WIRE CLIPS BY THE PROTECTION. VALUE CITATION (PER 2020 NYSECCC)
OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL MANUFACTURER OF THE FURRING CHANNELS USED.
20. CONTRACTOR TO REMOVE $ RELOCATE A5 REOUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT 6. ALL PARTITIONS SHALL BE ALIGNED ACCURATELY ACCORDING TO 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED WITH BACK FLOW PROTECTION.
IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE PARTITION LAYOUT. FLOOR AND CEILING RUNNERS SHALL BE ATTACHED 16" O.G. U-VALUE = 0.25 MAX. U-VALUE = 0.32
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S
HOLE SHALL NOT BE CL05ER THAN 2 INCHES TO THE TOP OR B7. STUDS SHALL BE POSITIONED VERTICALLY IN THE RUNNERS, SPACED NO BOTTOM EDGES. cl. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WAIR LEAKAGE = 0.30 GFM/SF
WITH LOCAL FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 CFM/SF YES
SPECIFICATIONS, UNLESS NOTED OTHERWISE. GREATER THAN I6 O.G. OR AS OTHERWISE NOTED. ANCHOR ALL STUDS
HEALTH DEPARTMENT 5TANDARD5 AND REGULATIONS. PER R402.4.5 4 TABLE R402.1.4 - CLIMATE ZONE 4
24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE LOCATED ADJACENT TO DOOR FRAMES, PARTITION INTERSECTIONS AND
MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR
22. PROVIDE FIREBLOGKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. CORNERS TO RUNNER FLANGES WITH 5GREWS OR OTHER POSITIVE ENGAGEMENT PERIMETER BASEMENT MIN. R-VALUE = 15 (CAVITY)
THE STUD LENGTH SHALL NOT EXCEED 255 OF THE ACTUAL DEPTH. BORED TO CONGEALMENT OF PLUMBING. YES
THROUGH EACH STUD FLANGE AND RUNNER FLANGE. USE FULL LENGTH STUDS R-13 BATT INSULATION
HOLES SHALL NOT EXCEED 4095 OF THE ACTUAL STUD DEPTH AND THE EDGE STEEL STUD WALL PER TABLE R402.1.2 - CLIMATE ZONE 4
25. PLEASE NOTE THAT THESE PLANS ARE LAW BYTHECTEDITECTURA A5AINSTANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. PERM\EEN FLOOR AND CEILING RUNNERS, 5PLICING OF STUD 5 SHALL NOT BE 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING GORE.
UNAUTHORIZED USE UNDER FEDERAL
COPYRIGHT PROTECTION ACT OF L N PA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. No NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED
8. ISOLATE STUD SYSTEM FROM TRANSFER OF STRUCTURAL LOADING TO NOR ANY POTENTIAL DAMAGE THEREOF. COMPLIANCE STATEMENT:
25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE SYSTEM BY USE OF DEEP LEC TOP RUNNERS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN
CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
GORES AND REFERENCE STANDARD: COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE].
NOTES, AND TABLES ON PAG6
E 6-003 d -004. THE FASTENING a
SCHEDULE . ALL DOOR OPENINGS SHALL BE DOUBLE STUDDED To COMPLY WITH
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE NEW YORK SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING "GYPSUM CONSTRUCTION HANDBOOK" PUBLISHED BY USG. DOUBLE STUDS
STATE BUILDING GODS, 2020 NEW YORK STATE RESIDENTTIALIAL GODS, PLANS SHALL SUPERSEDE THE FASTENING SHALL BE SECURELY ANCHORED TO THE JAMB AND HEAD ANCHOR CLIPS OF
NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORRKK SPECIFICATIONS ON THE FLOOR ELECTRICAL: w
STATE ENERGY CON5ERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED EACH DOOR FRAME BY SCREW ATTACHMENT. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM
SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS b MANU. 5PEC.15). TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE
lo. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING FOR 0
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE 5PEGIFIED ON THE FOUND./FLOOR PLANS. SUPPORT AND ATTACHMENT OF WALL MOUNTED CABINETS, FIXTURES, EQUIPMENT, ENERGY CONSERVATION GONSTRUOTION CODE. U
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME AND SIMILAR WORK. COORDINATE THE LOCATION OF FRAMING, BLOCKING AND
CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: BRACING IN WALL AND PARTITIONS FOR WALL MOUNTED EQUIPMENT AND 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON
(AF#PA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL H/ END GRAIN, FURNITURE FURNISHED BY TENANT. COMPLETION OF WORK.
TREATED WOOD d FLA5HING. STEEL COLUMNS ARE TO BEAR UPON FOUND.
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. 11. GYPSUM BOARD APPLICATION AND FINISHING: COMPLY WITH USG 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72:
PLUMBING CODE. SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® "SYSTEMS FOLDER SA/923" AND ASTM 0840. - GENERALLY, VERIFY OR PROVIDE HARD WIRED u,
EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. KALI-5). FOR ANY SMOKE DETECTORS H/BATTERY BACK-UP IN: ~Q
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" 12. INSTALL EXPOSED GYPSUM BOARD WITH FACE SIDE OUT. DO NOT INSTALL l� p
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). IMPERFECT, DAMAGED OR DAMP BOARDS. A. EACH SLEEPING ROOM TABLE R501.1
HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE CLIMATIC OEOORAPHIC DESIGN CRITERIA
13. LOCATE EITHER EDGE OR END JOINTS ON SUPPORTS. POSITION BOARDS 50 B. OUTSIDE OF EACH SEPARATE SLEEPING
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE H/ ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS PROJECT:
CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) b ANCHOR BOLTS, THAT LIKE EDGES ABUT, TAPERED EDGES AGAINST TAPERED EDGES AND AREA IN THE IMMEDIATE VICINITY OF
CONSTRUCTION GORE. ILL-GUT OR FIELD OUT ENDS AGAINST MILL-GUT OR FIELD GUT ENDS. DO NOT THE BEDROOMS (GENERALLY THE HALLWAY) GROUND SNOW LOAD 25 LBS
U.O.N.UON614. SCREW ATTACH GYPSUM BOARD TO SUPPORTING MEMBERS. SPACE WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4„ BENT PLATE 95" LONG PLACE TAPERED EPOE5 AGAINST OUT EDGE5 OR END5. STAGGER VERTICAL GALANAKIS
GENERAL WIND PROTECTION CONNECTION NOTES:
H/6" RISE 8 H/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITIONS. G. EVERY LEVEL OF DWELLING 5TRUGTURAL MEMBER ALLOWABLE gA51G WIND SPEED 130 MPH
SET " DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. (BA5MENT, FIR5T FLOOR, 4 SECOND FLOOR, ETC) DEFLECTION ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL FASTENERS IN GYPSUM BOARDS IN ACCORDANCE WITH REFERENCED R E N OVATI 0 N
CONSTRUCTION; 55TD 10-ciq AND 2018 5150 HIGH WIND EDITION WOOD FRAME STANDARDS AND MANUFACTURER'5 RECOMMENDATIONS. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B
CONSTRUCTION MEGHANIGAL CONNECTIONS: L/180
15. SOUND INSULATION: FILL ALL VOIDS IN PARTITIONS AND WALLS INDICATED W/ NO FINISHED CEILING ATTACHED TO RAFTERS
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MECHANICAL, FUEL GAS: SEISMIC DESIGN CATEGORY B
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP5ON" MAY BE USING BATT OR BLANKETS IN AS LONG LENGTHS AS POSSIBLE. ALL INSULATION
SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SHALL BE SECURELY HELD IN SAGGING AND EVENTUAL OAFS. BY FRICTION,AND PACK INSULATION BY INO AREO PREVENT I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE INTERIOR WALL5 a PARTITIONS H/1950 WEATHERING SEVERE 1910 THE LONG WAY
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOTNY5 MECHANICAL CODE AND FUEL GAS GORE
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED AROUND ALL OBSTRUCTIONS TO PROVIDE COMPLETE AND CONTINUOUS SEAL. FLOORS 8 PLA5TERED CEILINGS 1-/560
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. BY "SIMPSON" MANUFACTURER. FR05T LINE DEPTH 3-0EAST MARION, NY, 11939
3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS EXPOSED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ALL OTHER 5TRUGTURAL MEMBERS 1-/240
GYPSUM WALL BOARD TERMITE MODERATE TO HEAVY
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT DRAWING TITLE:
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY COMPOUND METHOD. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360
LOADING VALUES ARE LE55 THAN WHAT I5 SPECIFIED BY SIMPSON ICE BARRIER REQUIRED YES GENERAL NOTES
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 2. ALL OYP5UM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS
SHEATHING AND SIDING, FRAMING ANCHORS OR GONNEG-ORS SHALL BE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES 1-/240 ENERGY TABLE
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS DEEMED APPLICABLE.
AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS
MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 3. 5/95",ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING
RAFTERS EXCEPT WHERE COLLAR TIES OF 1"x6" OR 2'x4" LUMBER IS 6 (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL
RAFTERS. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY CONCRETE PANELS OF 5/95" THICKNESS MINIMUM. STRUGTURtI�
�L DESIGN LOADS PAGE:
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ARCHITECT
4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE
7. F1-00R TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 8. ALL CONNECTORS SPECIFIED AS TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 51MP50N' TOP MOUNTED BEAM USE I[LIVE LOAD DEAD LOAD
BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE.
Ib" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH.
5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND EXTERIOR BALCONIES 40 psf 15 psf G-002
mOO
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER ALL OPENINGS.
OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. DECKS 40 psf 15 psf
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY INSULATION DATE: 02/09/22 2 OF 8
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN
AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. FIBF-ROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL.
FOIL TO BE PLACED TOWARD WARM SIDE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf
2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION
„ ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf '�(���o
WALLS FROM 6 BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY R
CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE tv,
51TE WORK FOUNDATION WATERPROOFING.
1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
Z'
3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 0 t
2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE IS A DISCREPANCY, - q° R-30 FOR FLAT CEILINGS SLEEPING ROOMS 30 psf 15 psf �" r
...:
RECEIVE CLARIFICATION FROM ARCH ITEOVENGINEER PRIOR TO PROCEEDING. - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS ¢ .i r�
7�C �
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION STAIRS 40 psf 15 psf
- 5.25 R-21 FOR 2 xb WALL CONSTRUCTION In �"�e;s ;;;, '�•o/ �"
STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - 5.25" R-21 FOR FLOORS GUARDRAILS AND HANDRAILS 200 sf 15 sf O
SITE. STOCKPILE ALL EXCAVATED MATERIALS.
P P '9). 374
4. NEW AND EXI5TING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 12 psf FOR ATTIC
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf IS psf FOR CATH.
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING.
'BALL 5TRUGTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
A50E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
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WEB STIFFENER AS REQ'D. ALSO PROVIDE WEB
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CLIP ANGLE W/SCREWS,SIZE TOP TRACK.SIZE AND TOP TRACK,s1zE AND 6AUOE AS OR ON INSIDE OF GIRDER JOIST CONNECTION 1910 THE LONG WAY
AND GAUGE A5 REQUIRED GAUGE AS REQUIRED REQUIRED - EAST MARION NY 11939
-----
-- I # 10-16 SCREW SUPPORT CLIP,P,
HEADER,SIZE JAMB,SIZE AND ® 16" O.G. GAUGE 4 SCREWS AS REO'D.
AND 6AU6E AS 6AU6E AS REQUIRED JAMB,SIZE AND THRU RIM TRACK
REQUIRED JAMB,SIZE AND 6AU6E AS REQUIRED INTO JOIST FLANGE DRAWING TITLE:
INSTALL STUDS 6AU6E AS REQUIRED GIRDER PER PLAN W/ 3-1/2" MIN.
WITH SAME DIMENSION JAMB,51zEAND STRAPPING & NAILING DETAILS
FOR BRID61N6 ALI6NMENT 6AU6E AS REQUIRED SILL,SIZE SILL,SIZE BEARING ON EACH END FRAMING GRAPHICS
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TYPICAL STUDS,SIZE � \ RIM TRACK
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6AU6E AS REQUIRED
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DATE: 02/09/22 3 OF 8
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DRAWING TITLE:
EX I STI NC CELLAR FLAN EXISTING CELLAR PLAN
SCALE: 1/4" = 1'-0"
PAGE:
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DATE: 02/09/22 4 OF 8
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B 3 ' I I � H
O18"x15"xl2" DEEP P. GONG. PAD FOOTING O
AS PER NOTED DETAIL (TYP) - - B ZQ Z 4
I6"x24" DEEP P. GONG. FOUNDATION UNDERPINNING GI III I I I I LL W O
O AS PER NOTED DETAILS d NOTES (TYP)• LENGTH OF I i I - I ( I A
EACH PINNING 50" UNLESS OTHERWISE NO-ED IN PLAN Q I III = I.n
NEW REINFORCED P. GONG. SLAB (SEE DETAILS) ro N I ( O J O
O4I. NEW 4" THK. P. GONG. SLAB w/6"xb"-IO/10 W.W.M. UPON A
2. 4" (MIN.) GRAVEL BASE UPON
5. 6 MIL POLY VAPOR BARRIER L
TEMPORARY SHORING (TYP.) _ VERIFY EXCAVATION AROUND EXIST. I I G w
D5 SEQUENCE EXCAVATION AND COLUMN REPLACEMENT AS B CHIMNEY FOUND. WITH ENGINEER d 6.0.
NECESSARY. USE SHORING d CRIBBING AS DETAILED (SEE 2 Q
DETAIL "5 A-101"). VERIFY LOCATIONS WITH ENGINEER d G.G. } 5 I Q
WINDOW REPLACEMENT A-101 - - -I 5 I 5 B iv U
bO EXISTING WINDOW TO BE REMOVED. G _ _ W
OPENING TO BE ENLARGED TO FIT PROPOSED WINDOW. I _ I F I _ _ 2
(SEE PROPOSED PLAN 8 WINDOW SCHEDULE) I CHIMNEY FOUND.
"WORK 5EQUENGE TO BE DETERMINED BY ENGINEER d G.G. 4'-10" - 9'-4"
A L �� I I I J
DEMOLITION NOTE: iv
5'-2" 5'-10" 5'-O" * 4'-O 10'
PROVIDE SHORING AND SUPPORT TO ALL AFFECTED C '
STRUCTURAL MEMBERS PRIOR TO THE GOMMENGEMENT I I I
OF ANY DEMOLITION OR CONSTRUCTION. B A-101
3 ..
TEMPORARY SHORING/DEMO 5EQUENGING NOTES: B
I. INSTALL TEMP. P05T5 8 GIRDER PER DEMOLITION
PLAN b PER DETAILS.
2.REMOVE EXIST. GIRDER. G
5.INSTALL NEW GIRDER PER PROPOSED PLAN5;SECURE
EXIST. FLOOR JOISTS TO NEW 61RDER. I III I 5 F � 3 '°`
4.REMOVE TEMP. POSTS $ 61RDER5. III I L� I I I "'
PROP. CELLAR SLAB TO
A III _ BE 2' LOWER THAN EXIST.
FOUNDATION UNDERPINNING SEQUENCING NOTES: I I 6 I I G
I. EXCAVATE TO SPECIFIED DEPTH 8 WIDTH TO
UNDERMINE PORTIONS OF FOUNDATION WALL AT
AREAS INDICATED "A" AS PER PLANS AND DETAILS. in
2.POUR "A" UNDERPINNIN65 AS PER PLANS ANDB I 3 L -I-
DETAILS. I 4 fiB
5.ALLOW "A" UNDERPINNINGS PROPER TIME TO CURE
BEFORE CONTINUING 5EQUENGE. 4fi
- - - - - - -
4.EXCAVATE TO SPECIFIED DEPTH $ WIDTH TO
UNDERMINE PORTIONS OF FOUNDATION WALL AT C
AREAS INDICATED "B' AS PER PLANS AND DETAILS. iv
I I
5. POUR "B" UNDERPINNINGS AS PER PLANS AND ,� - - - - m I A S-2 G 1 A2-2 �YB 1 G2-2 PYA I B2-2„ 1 G2-2 A I m A
DETAILS. �`- K- 1E .K- -,1�- -
6.ALLOW "B" UNDERPINNIN65 PROPER TIME TO CURE A I I
BEFORE CONTINUING 5EQUENGE. - =t= - - =t= - - - L I I - I I J
4.EXCAVATE TO SPECIFIED DEPTH d WIDTH TO B G A B I G2-2 I .IL-2'-01. 1 C '-O" 2'-O"-15 '-O" o .-O"�1
UNDERMINE PORTIONS OF FOUNDATION WALL AT i� -�I
AREAS INDICATED "C" AS PER PLANS AND DETAILS.
5. POUR "C" UNDERPINNIN65 AS PER PLANS AND
DETAILS.
6.ALLOW "G" UNDERPINNIN65 PROPER TIME TO CURE.
501L BEARING GAPAGITY NOTE:
STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501L
BEARING CAPACITY OF ISTON5/S.F.
POURED CONCRETE AND STEEL REINFORCEMENT NOTES: N
I-
Z
W
I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT
FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND FROFOSED GELLAR EXCAVATION PLAN
DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS
U
2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION SCALE: I/4" = I'-O"
Ww
SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR
ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER
ENCOUNTERED
5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS
a
4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT a
28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE
5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED PROJECT:
CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLAB5 DO NOT
NEED TO BE EPDXY COATED EXIST. F.J.
6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS , PER PLAN GALANAKIS
SHALL BE STAGGERED EX15TINO EXT.WALL
7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL B HARDWARE IN �
RENOVATION
PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, �\I
G
COVERAGES, AND FLUMBNF-55 EXISTING FLOOR
sTRucnhxE
8. GEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT
CONCRETE
1910 THE LONG WAY
GRADe
GONGETE - GOLD WEATHER POURING d GONGR=TE MIXTURE EAST MARION, NY, 11939
1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF DRAWING TITLE:
CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE EXISTING FOUNDATION WALL /EXIST.FOUNDATION
HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE I ZI HALL
w I I I ( I BEAD TO BE SECURED
2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS �, EXISTING BEAM TO GRIBBIN6 AS PER PROP. CELLAR EXCAVATION PLAN
5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL
CONFORM TO AGI 306. ? FOUNDATION DETAILS
In I I I I I MAX 5:1 HEIGHT-TO-WIDTH RATIO
4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I I I I I OF GRIBBIN6 STACK;CONTACT
SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO NEW 6"xb" SHORING ARCHITECT IF THIS
TEMPERATURES WITHIN 10° F OF CONCRETE. EXISTING CONG.SLAB '-` GRIBBIN6 STACK RATIO SHALL BE EXCEEDED DUE
TO BE REMOVED - RffiAR 5TA66ERED SUCH
EXISTING FOOTING THAT IT CAN BE TIED TO TO EXIST. CLEAR HEIGHT
5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - - - - - - ADJACENT REBAR AND PAGE:
REMOVE AS REQ'D. _ _ _ _ _ _ I I ( MAINTAIN PROPER SPACING
6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE ----- (`-2$'
PERMITTED WHEN NECESSARY. ExIsrIN6 FoorING , I I I I OVERLAP CORNERS 4" TO ® Im
®..: • �.. P.GONG.UMDERPI ____________ _ __________- ---- ---------- 00
=e== ---- A55URE 5LOW CRUSH TYPE
.4: ... (MIN.4.000 PSI? =----- ---�`_---------- ------- i "
�. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER 4'P.CONC.SLAB y . ' .':�.• Q L s-0..M, -O FAILURE
AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. b"xb'-10x10 WW.M.BETh�EN FILL BASE OF
CENTER s UPPER j of SLAB I Q I I I ---------- - ---- ---____-- _-- ____ ____ _ _-- GRIBBIN6 STACK
SECURED IN PLACE DURING POUR - =5==----------- - -�------------ =S- -�? ----------- _ ____________ _ -____
8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. +'• I I I SOLID WITH 6"xb"
.. ...'.3 .•.
a� J� }�
(b k5 hlo; REBAR l"1 J..3 G A E3 MEMBERS
: . . •. G DATE: 02/09/22
. NON-CHLORIDE, NON-CORRO51VE ACCELERANT ADMIXTURES ARE ;«`' : :° I I ( I =_____ =_=_s=====_____ _ _ ____________ _`a=====_____--
q
PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 - I o
(ASTM C4c14/04c14M,TYPES G AND E). �15TUb MIL POLY J� M
M RE RED
TARER
10. CONSULT ARCHITECT WHEN STEEL EMBEIDDMENT CROSS SECTIONAL 4" I Vr 15'4SE
AREAS EXCEED ONE SQUARE INCH. ( ( ( I I I I I I
PROVIDE E (MIN)GONG.
LL
PROV.G � PROVIDE 9'(MINS GONG.COVER OF ARELS WITHIN P.GONG.
LEAN V f
..���jj)� OF ALL RE.WITHIN P.GONG. FOUND.WALLS t P.GONG.FT65. PROV.GLEAN
11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I I ! I IMPACT FILL I/i ( I IFO�;p WALLS 6 P.GONG.FT65. ( I I I I I I I I I ( I ( I I I
TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 8
REACHED A COMPRESSIVE 5TRENGTH OF 00 PSI.
12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 EXCAVATE 12" MIN. BELOW EXIST. GRADE
d TAMP SOIL PRIOR TO PLACINGAm CRIBBING STACKS. ENSURE SOIL I5 LEVELPRIOR TO GRIBBIN6 PLACEMENTI
FOUNDATION UNDERF I NN I NO DETAIL 2 FOUNDATION UNDERF I NN I NO SIDE DETAIL C I BB I NO DETAIL L �q',�. �°
A-101.00 SCALE: I/2" = i'-o" A-101.00 SCALE: I/2" = I'-O" A-101.00 _ OF G
SCALE: 5/4„ - I O
OENERAL ERAL 5*%r��50L <E"*"r : U
NEW PARTIAL HEIGHT Q F- 0)
EX15TINO TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. �W 2 N
WHEN APPLICABLE) J W e�
EXISTING TO REMAIN
NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q W
5TL. WHEN APPLICABLE) c z
NEW ]-HR FIRE RATED ® MIN. (2) 2x4 STRUCTURAL O
F05T FOR 4" WALL5 'J H
J
WOOD FRAME L.G. 5TL. i- �
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURALLo
P05T FOR 6" WALLS), U.O.N.
NEW 2-HR FIRE RATED
WOOD FRAME (L.O. 57L. p0„ _ Lo �
WHEN APPLICABLE)
d' 00
Z
O
2 p
FLOOR PLAN NOTES Z r w
Q W
J
ODOOR NOTE: J 00
I. INSTALL NEW INTERIOR DOORS WHEN GALLED
OUT ON PLANS BY 'JELD-WEN' (OR EQUAL).
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED J
OUT ON PLANS BY 'THERMATRU' (OR EQUAL).
5.DOOR TYPE TO SELECT Z �„
4.INSTALL A5 PER MANU 5PEG.'5
5.PROVIDE (2) 2"x8" HDR., U.O.N. Q Z TA
4.PROVIDE (2) 2"x10" ® SLIDER # SIDELIGHTS it J cV
5. SEE PAGE 5-005 FOR ALL OTHER FRAMING LL W CD
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Lo w rI
I` = Lo
OSTAIR 4 RAILING NOTE: Q
1. ALL NEW 5TAIR5 SHALL HAVE MAX. 1-5/4" RI J O
8 MIN. 10" Tr - RISERS SHALL BE OL05ED
2. 42" HIGH GUARDRAIL $ SPINDLE SPACING
NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE;
56" HIGH HANDRAIL $ SPINDLE SPACING NOT
TO ALLOW PA55AOE OF A 4" (P SPHERE w `
5. ORIPPABLE RAIL AS PER CODE = 6
OSMOKE DETECTOR / CO DETECTOR NOTES: U
5 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT W
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR V
HARD WIRED TO EACH OTHER W BATTERY BACKUP.
2.INSTALL ALL AS PER MANU. SPEG.'s O J
5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR
IN COMPLIANCE WITH LOCAL CODE
Q
OWINDOW NOTE:
`T I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN
400 SERIES CASEMENT, DOUBLEHUNG, OR OLIDINO
(AS NOTED); INSTALL AS PER MANU. 5PEG.'S. FOR
SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS
AND DOORS" ON PAGE 0-002 IF CASEMENT
WINDOW5 - ALL CSMNT WNDW5 SHALL HAVE
STRAIGHT ARM HINGE WHEN
2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE
TILT WASH
5.ALL OLAZING WITHIN IS" OF FF TO BE TEMP. OL.
4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND O W.H.
WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x8" HDR. U.O.N. 1
EGRESS NOTE: NEW EGRESS WINDOW 8 WET BA
(NO CABINETR RY
IN COMPLIANCE WITH NEW YORK STATE BUILDING ABOVE)
CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF
EGRESS SHALL BE FOLLOWED: 60& x.
NEW
STORAGE r
I q
NET CLEAR OFENINO........... 5.7 S.F. rill,NET CLEAR HEIGHT............... 24" MINIMUM 0SPACENET CLEAR WIDTH................. 20' MINIMUM I 105 S.F.
NEW EXHAUST FAN SHALL BE INSTALLED WHERE w B
O VENTILATION 15 NOT MET BY MEANS OF NATURAL 2
CIRCULATION THROUGH WINDOWS OR DOORS TO 4 10 A-401 - - -I
4OUTDOOR SPACES AS PER NYS MECH.03DE SECTION
3.2.5; INSTALL AS PER MANU. SPECS 5 • 6A5
SILL TO BE t5'-6" SM/GO in FURNACE/ NEW MECH.
O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 A.F.F. � ALLOW FOR AIR HANDLER ROOM
6 BASE CABINET BELOW
5'-5"`',,'
- - - - - - - - - - - - - - - - - - I in
O NEW FLOOR: 24'-I" 8 6
I. NEFINISHED FLOOR PER H.O. SELECTION CHIMNEY FOUND. I NE
W
5 O I THROOM ,
A-4ol �p E I II •
Uf,
ONEW MECH. ROOM: (I ) Tir ® II"
I. EXIST. WATER HEATER TO REMAIN IN THIS
LOCATION
2.V.I.F. F.A.I. THROUGH WALL
O Z
3.FLUE THROUGH WD. FR. CHASE THROUGH ROOF NEW EGRESS WINDOW I A 401 2 p I I ® w
4.MAINTAIN 50"x50" CLEARANCE IN FRONT OF
MECHANICAL UNITS A5 PER NY5 MG 506.1 I I a O
5. MAINTAIN ALL APPLICABLE VENTING m NEW
U
CLEARANCES REQUIRED PER NY5 MG 804. RECREATIONAL I
6.DISCONNECT, REROUTE, 8 RECONNECT
EQUIPMENT TO EX15TINO PIPING AS REO'D TOJ II SPACE m w
ACCOMMODATE NEW ROOM ENCLOSURE J "f63 S.F. NEW
O - O I STORAGE O
TYPICAL MECHANICAL ROOM NOTES: = SPACE
I. FOR WD.FR. FLOOR - PROVIDE 1/2" GONG. BD. BY II I _$ 68 S.F.
"DUROCK" (OR EQUAL)
2. FOR WD.FR. GLC. AND/OR WALL5 - PROVIDE (I) 4 IO _'
LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON
GONG. WALL5) _ PROJECT:
5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU.
5PEC.'s AND AS PER NY5 MECH. AND FUEL GAS CODE �i 0 -
10'-2 V
4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT -q„ NEW MECH. E.F. �
IT CONFORMS TO NY5 MECH. AND FUEL GA5 GODS ;p q'_II ROOM
ANAKIS
W -
GAL
5. COMB. AIR VOLUME PER MANU. SPEG.'s - PROVIDE - - I 44 S.F. RENOVATION
FRESH AIR INTAKE FROM EXTERIOR - - OIL TANK 6"
6. MAINTAIN OR PROVIDE FURNAGE/50ILER ELECTRICAL WA5TE
EMERGENCY SHUT OFF 5WITGHri J, r� VERT• PIPE
'i. FOR GA5 SERVICE, PROVIDE OA5 SHUT OFF 5WITGH " WATER PIPE 6 THRML EXPN. TANK
8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER ABOVE (PROVIDE GFCI OUTLET)
CLEARANCES AS PER CODELl 1910 THE LONG WAY
FIRE RATED DOOR: 14'-O" �' 20'-4"- 10'-8"
O 2¢X6& s/a" HR. SELF-CLOSING STEEL DR. EAST MARION, NY, 11939
EORE55 WINDOW WELL:
10 PROVIDE NEW EGRESS WINDOW WELL d COVER BY DRAWING TITLE:
"ROCKWELL;ELITE SERIES" 66"W.X72"H, ITEM #664472. OR
EQUIVALENT. INSTALL AS PER MAN. SPECS. PROPOSED CELLAR PLAN
II FRAME COLUMNS SQUARE 6"t AND FINISH (TYP.)
PROPOSED CELLAR PLAN PAGE:
1 f20 S.F. HAB I TABLE SFAC E; 1,552 S.F. O ROSS AREA SCALE: 1/4" = 1'-0" at
A-102m00
ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING & STRAPPING DETAILS.
**5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER"
\.
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DATE:
1V1111
02/09/22
6 OF
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\..\.,, �'\\ m\\c\•i?SF' \ mac:;
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`• �L>i1GFi7PEG. WINDOW DIMENSION CLEAR
W \< >. . ,..,, OPENING
TAG TYPE MODEL # ` \c.: a\
a\` -,. \O WIDTH REO'D: 20
HEIGHT REQ'D:24"
.... 1hf7" WIDTH HEIGHT �pE.D o�,r�n
,. OPEN REQ D: 5.7 S.F.
w.
A DOUBLE HUNG TW2552 �=1p # \` ,r `� 2_� 5'-4j"
B :::]E--
DOUBLE HUNG TW5046 s ." \ 4\ Q
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ALL
WALLS AND Q
I FLOORS/CEILINGS. PRODUCT
I CONFORMS TO ASTM E 814,
I ASTM E 84, AND UL 14'19
I
FULL BATH KITCHEN LAUNDR FULL BATH NOTE: FULL BATH KITCHEN LAUNDRY FULL BATH LEGEND
ALL PLUMBING WORK
SHALL CONFORM TO HOT WATER
? LOCAL PLUMBING CODE ar SUPPLY
p
„ 2 I -1 O pQ Q4—fir 12 2"1I 1 I i
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I TUB DW WASHER TUB Q4 pyl WASHER -1 �- -I I- I TUB
G.O. ODUCT
211 2 G.O. -- ----- -- — --------� -- -- — d
CONFORMS ITO ASTM RE 514,
_.._ _.._.._.. .. y_.. .._.._.._.._.._.._.._.._.._. .._.. -.._.. _.. A5TM E 84,AND UL 14.19
G.O. 1 I I I I I �3 I
PROP. PROP. BASEMENT I 4 �I i3 PROP. I _ I �v PROP. PROP. I j I 2
�I I I I Q BASEMENT
NET BAR BATHROOM _ 4" HOUSE v I MECH. CL. -1 I ' O
-2 I MAN DRAIN G.D. J jry WET BAR I j j I� BATHROOM I I TO STREET V
I I 1 I I I j j rWATER MAIN W
2"I 2„1 1 2” Q I 31 1 z +
NEW 1 I I TO SEPTICI v b4 NEW ,
2" NEW 12" I SYSTEM NEW 1 1=
j K.5 I 1 I K.S. �i NOTE:
1 I oaX ALL PLUMBING WORK a
NEW N W I
ISHOW)=R I-� WIG I NENv SHALL CONFORM TO O
1 i SHOWER
W'G' - LOCAL PLUMBING CODE
m PROJECT:
S.P. GALANAKIS
RENOVATION
1910 THE LONG WAY
FLUME31 NC RISER - I RAIN / NASTE / VENT FLUME31 NO RISER - 5UFFL�I' EAST MARION, NY, 11939
SCALE: NTS SCALE: NTS
DRAWING TITLE:
PLUMBING RISER DIAGRAMS
PAGE:
P-10immoo
DATE: 02/09/22 8 OF 8
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S 13°36'40"E 80.00'
51TE PLAN HATCH KEY: Pm%
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PROPOSED BUILDING ADDITION Q v
_ ® PROPOSED ACCESSORY STRUCTURE L1J Z O
5 CN
T- ® PROPOSED 2ND STORYOWN" LLI
N w Q W >-
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J H J
0 0 0
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PROJECT LOCATION & SCOPE O m
- EXGA\/ATE CELLAR 2'-O' , UNDERFIN THE EXISTING FOUNDATION SITE PLAN & ZONING DATA A P VEDASNOTED= o
GOL_UMNS DATE: B.P.
uj
50' REAR 5ETBAO< I - RENOVATE CELLAR WITH THE ADDITION OF A FULL 5ATHROOM BY: y � 00
NET BAR 0-002 .00 GENERAL NOTES NOTIFY UI DING DEPARTMENT AT
ENERGY TABLE 765-1802 8 TO 4 PM FOR THE Z
FOLLOWI G SPECTIONS: J
I I STRUCTURAL DESIGN CHARTS 1. FOUN ATI N - TWO REQUIRED Z
F RO�E�T DATA : FOR P U D CONCRETE Q Z ri-Q®�•®® STRAPPING, & NAILING DETAILS 2. ROUGHAMING 8 PLUMBING J N
3. INSUL TIO �- W
I "Will,, FRAMING GRAPHICS 4. FINAL C STRUCTION MUST Lo m r-1
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CON TR TION SHA MEET T
TAX MAP # 1000-50-2-128 EN OF THE CODES OF N
YORK EXISTING CELLAR PLAN
OBLE F
DESIGN TRE STRUCT ONNOT SIERROR
�0 ZONING DISTRICT R-40 NG
W
LOT AREA O.6 ACRES
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GofO - HOUSE z-7677; 5/27/1x77 — O .O ( PROP. CELLAR EXCAVATION PLAN v
W
CofO - ADDITION Z-20522; 2/06/11x2 FOUNDATION DETAILS 1--
Co
I 1 1 2 J
Cofa - DECK Z-552x3; 11/17/2011
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1 FEMA FLOOD ZONE X
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HABITABLE SPACE EXISTIN5 PROPOSED
I �—�Q ,Q DESIGN DETAILS 3q.
BASEMENT AREA 0 S.F. x20 S.F.
TOTAL BEDROOM COUNT 3 3
}�— Q •QQ PLUMBING RISER DIAGRAMS
ca
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DESCRIPTION (FOOTPRINT) AREA % LOT a o
I I COVERAGE p O
zo
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TOTAL LOT AREA 25,84x.0 S.F. 0 Q
24 O I 1,561.0 S.F. 6.0% w J
EXIST. EXISTING HOME z Q
IN-GROUND POOL I z
EX15TINO GARAGE 427.0 S.F. 1.1% "'
w p
J
u- (')
21 I EXISTING POOL 648.0 S.F. 2.5% o Z
Z
TOTAL AREA OF ALL STRUCTURES 2656.0 S.F. IL
10.2% � a
F p
N Q "MAXIMUM LOT COVERAGE ALLOWED - 20%
of _ w I pz
I � z o
o N 24.0' Q w LL
z a
( � EXIST. 1!1 (
aQ
WOOD DECK w .-I
7 I 04\
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m I EXIST. I STORY
z PROJECT:
O WD. FR. HOUSE
tu
z GALANAKIS
0
RENOVATION
6.2' 15.3 12.2'
I I I
EXIT T. ADD. I 1910 THE LONG I � r p�. � G WAY
EAST MARION, NY, 11939
2 .7'
4
I �-1 ; DRAWING TITLE:
I
' 1=X15 . 2 GAR I
PROJECT LOCATION & SCOPE
I � RAGE I SITE PLAN
-' & ZONING DATA
Le>.:5 I E IST. SEPTIC
r
T,
PAGE:
tj
9 q G-001m0l4p F�� _ Jll �
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T SST x
W I �N c z
i i ASK
d I= I 06/06/22
DATE: 1 OF 8
SITE LAYOUT NOTES:
I. THIS 15 AN ARCHITECT'S 51TE PLAN 4 IS h $
SUBJECT TO VERIFICATION BY A LICENSED '` .
- SURVEYOR. THE INFORMATION `1 +�
{{ _ �";.•� �€;_ "`'`"' ` '`�:�' ,peg 1IIC' �I \� � �C•
,.F. '#• - :se:i,s3,.'f^�.� . ., , 'a. 5?�«:r - t('L�r, L_S lJ � f4'
O REPRESENTED ON THIS SITE PLAN 15 TO THE
.•.., ra
_ ARCHITECT 5 BEST OF KNOWLEDGE.
N22
2. SURVEY INFORMATION WAS OBTAINED
�p FROM A SURVEY DATED JAN. 15, 1x81 AND L.00AT I ON MAP BUILQINu DEPT
v '
PREPARED BY: l'O\P,N Or SOUTHpLC�
.00' ` ALDEN W. YOUNG SCALE: NTS
400 OSTRANDER AVE.
RIVERHEAD, NY I1a01 ' �� N, ,,,• �
SITE FLAN`� 631-127-2303 �r �`�
SCALE: 1" = 15'-0"
OEI ` ERAL 5��50L <E"%r :
D
EXISTING TO BE DENEW PARTIAL HEIGHT
DEMOLISHED NEN
O
WOOD FRAME (L.G. 5TL.
EXISTING TO REMAIN WHEN APPLICABLE)
J � Tq
NEW WOOD FRAME (L.G. NEW FOUNDATION WW
ALL a W
5TL. WHEN APPLICABLE,) Z
NEW I-HR FIRE RATED ® MIN. (2) 2"x4° STRUCTURAL Z
WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS
J
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
+ � J
P05T FOR b" WALLS), U.O.N. M ? m 0
NEW 2-HR FIRE RATED Q
WOOD FRAME (L.G. 5TL. Lo x
WHEN APPLICABLE) d' m
Z `
O
_ � O
F- ..
Qw
• J
J m
Z (D
Y e-I O
' Q Z r-i
V- W w
Lo
m lLO
rl � O
w
w
D
w
1— U
U J
Q
I
/ WASTE
1 W.H. I PIPE
m.
OOR
I EXIST. WATER HEATER TO I I REMOVE I I I
I BE REMOVED 4 REPLACED
�0
I I I I r
GLC. I I
I _ry HGHT.
6'1° GLC.
I r I HGHT. O
I L --1 I I a
VERIFY EXCAVATION AROUND EXIST.
FUR
j 5'4" TO OAS
CHIMNEY FOUND. WITH ENGINEER d G.G. I U
DUCT FURNACE/ X
AIR HANDLER 417' TO I w O
-I — — — — — — — — — • — — — • — — — — DUCT I I 0 0
O p
o
Zo
L:�-j CHIMNEY FOUND. m I I tY m Q
I�I �I
I L� EXI5T. COLUMNS AND 1 d; w -�
of T
I
I I FOOTINGS WILL BE I Z Q
-� REPLACED AS PER I f- W
PAGE A-101 (TYP) I w p
I LL
W C7
i I I z
w-
I OOZ
EXIST. CELLAR SLABI 5'4" TO I FL
w FL
TO BE REMOVED 0 EXCAVATED. DUCT w
EXI5TIN65TRUGTURE b MECHANICALS II I to p Z
TO REMAIN (SEE PAGE A-101) I� 1 Z O p
LL
AREA BETWEEN DEMO. LINE AND m I I I I 2 N O
r�
GLC. EXIST. FOUND. NOT TO BE EXCAVATED. n I 0 Z w
HGHT .SEE PLANS AND DETAIL #4 A-101 L
I II- I i O g Q
U
I I
6'2" TO I
BEAM VERT. I I I m
WATER
----- ------ -- ------------J
Ir---�- ---------------PIPE-+f----------- r
r ( 1 Q 1 CN
O-.-EHXRPN.TMLII I r H
8 8 2 W- TANK I a
-------------- ABOVE E.P. p co
- — — — — — — — — . I OIL TANG PROJECT:
Ll GALANAKIS
I
14'-0" Io, 8„ RENOVATION
�M 20'-4"
1910 THE LONG WAY
EAST MARION, NY, 11939
DRAWING TITLE:
EXE STI NO OFEL AR PLAN EXISTING CELLAR PLAN
50ALE: 1/4" = 1'-0"
PAGE:
A-100 ,. 031
DATE: 06/06/22 4 OF 8
Mp
r 0374L)"a .,LOQ
FOFN�y�
(5ENERAL` ERAL 5��50L <E)"' :
m
- EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q V
WOOD FRAME (L.O. 5TL.
EXISTING TO REMAIN WHEN APPLICABLE) W Z O
LLJ Cy
NEW WOOD FRAME (L.O. NEW FOUNDATION WALL
Q W >_
5TL. WHEN APPLICABLE) �
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I- Z
WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALLS
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O Z
J
POST FOR b" WALLS), U.O.N. J_� m
I--
NEW 2-HR FIRE RATED Lo Y
O O
WOOD FRAME (L.G. 5TL. a Lo C)
WHEN APPLICABLE) O
�- [F m
Z
O
2 p
FOUNDATION FLAN NOTES Z
W
a
J
P. 5TL. COL.: J 00O SEE NOTED DETAIL AS PER PLAN (TYP)
- - - - - - - - - - - - - - - - -
2 18"x18"x12" DEEP P. GONG. PAD FOOTING - - - - -
-�- i Z O O
O
AS TYP.
,. ,. J rl rl
PER NOTED DETAIL
( )
z >:
I6"x24" DEEP P. GONG. FOUNDATION UNDERPINNING I I 5 a Z TA
O AS PEPIN OTE DETAILS 4
UNLESS NOTEOTHE (TYPISE NOTED T PLAN I (�
IIILL
II I I I �'� I � �
NEW REINFORCED P. GONG. SLAB (SEE DETAILS) iN LA
II I '
O4 I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON 6 I ? I ry in - L - - -J I I 0 Q Ln
2. 4" (MIN) GRAVEL BASE UPON I m I I I 'H J O
3. b MIL POLY VAPOR BARRIER
TEMPORARY SHORING (Tl''P.)
L -1
O SEQUENCE EXCAVATION AND COLUMN REPLACEMENT AS VERIFY EXCAVATION AROUND EXIST. JL
NECESSARY. USE SHORING d GRIBBIN6 AS DETAILED (SEE EXISTING EXT.KALE (V CHIMNEY FOUND. WITH ENGINEER $ 6.C.. W
DETAIL "3 A-101"9. VERIFY LOCATIONS WITH ENGINEER d G.G. ) A - 5 Q
WINDOW REPLACEMENT
_ _ 5 I I w
I
6 EXISTING WINDOW TO BE REMOVED. EXIs FLOOR
OPENING TO BE ENLARGED TO FIT PROPOSED WINDOW. I-
(SEE PROPOSED PLAN B WINDOW SCHEDULE) - I I I - 2 F_ F-
"WORK SEQUENCE TO BE DETERMINED BY ENGINEER # O.C. GrsAVE 2 B - - I � CHIMNEY FOUND. I - J-1 II I I J
io
4' 10 q-4 0 _!I
A-101 -J Q
DEMOLITION NOTE: I I ( - _j I
PROVIDE SHORING AND SUPPORT 'TO ALL AFFECTED C 5'-2° 5'-10" 5'-O" * 4'-O�_
STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT EXISTING FOUNDATION WALL I I II
OF ANY DEMOLITION OR CONSTRUCTION. _ A-IOI
iv 3 ;D I
TEMPORARY SHORING/DEMO °SEQUENCING NOTES: i ( A ►'
. N 1 f
A4
INSTALL TEMP. POSTS B 61R.DER: PER DEMOLITION •''" �
� •
PLAN 6 PER DETAILS.
5 NEHT... '.
2.REMOVE EXIST. GIRDER. BOLTS a)589 O"10Z W/5 9 ARE
3.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE KASHER•ENCINVT r EXISTING
EXIST. FLOOR JOISTS TO NEW 61R.DER. e4 HOOKED VERT. FoonN6 (
REBAR a 48 O.G. 4'P.GONG.SLAB F I- 7
4.REMOVE TEMP. POSTS !E 61RDEfZS. 4.GRAVEL BASE I I III I I I I 5
P.GONG.FOUND.WALL
(MIN.4,000 PSI) PROP. CELLAR SLAB TO I I r
e4 HOR.DONT.REBAR•TOP•
FOUNDATION UNDERPINNING SEQUENCING NOTES: BOTTOM of KALI-(2 TOTAL) +. I I _ ,J BE 2' LOWER THAN EXIST.
I. EXCAVATE TO SPECIFIED DEPTH 4 WIDTH TO 4"P.coNc.SLAB ii I 6 i. I -I
6'xb"-10x10 W.W.M.BETWEEN I - I i'
UNDERMINE PORTIONS OF FOUNDATION WALL AT cENrER•UPPER J,of SLAB I -
AREAS INDICATED "A" A5 PER PLANS AND DETAILS. SECURED IN PLACE DURING POUR . rl;.• I ..f - - - - - - - - - - - - - - - - - - - - - - - - - -
2.POUR "A" UNDERPINNIN65 AS PER PLANS AND II -4' V.I.F.
b MIL POLY ,1F'' I I I '.' •i s a J
DETAILS.
MOISTURE
RETARDER I�.
I - - - -- - - - - - - - - - - - - - - - -
3.ALLOW A UNDERPINNINGS PROPER TIME TO CURE 4'�P BASE r I I I- I - - - - - - - - O
BEFORE GONTINUIN6 SEQUENCE. L J Q
4.EXCAVATE TO SPECIFIED DEPTH B WIDTH TO ,II . _ASPHALT DAMP I ,
: I Q
K .• �... PROOFIIN6IT0 EXTERIOR
I -• U
UNDERMINE PORTIONS OF FOUNDATION WALL AT .•: ;ir I_ _ x
AREAS INDICATED "B" AS PER PLANS AND DETAILS. �I'.•'•• w p
5. POUR "B" UNDERPINNINGS AS PER PLANS AND "_"^.• I I I I 1�1 I I I UJI
o
w
O
DETAILS. GONG.4)VO FTO.51) Q
b.ALLOW "B" UNDERPINNIN65 PROPER TIME TO CURE f
(MIN. I PSU Q O
(S)e5 HOP,CONT.REBAR Z
BEFORE CONTINUING SEQUENCE. ALLL F (MIN)
P.r�oN�c
4.EXCAVATE TO SPECIFIED DEPTH d WIDTH TO I I I I I ( FOUND.WALLA f P.GONG. ONC. I I 0 A
UNDERMINE PORTIONS OF FOUNDATION WALL AT I I I = p
AREAS INDICATED "G" AS PER PLANS AND DETAILS. I I coMPACT FILL I I m Q
5. POUR "C" UNDERPINNIN55 AS PER PLANS AND
DETAILS. w J
6.ALLOW "G" UNDERPINNINGS PROPER TIME TO CURE. Z Q
U to
Lu O
SOIL BEARING CAPACITY NOTE_ Z
M Z
STRUCTURAL DEw SIGN OF FOOTINGS ASSUMES A 501E FOUNDATION XG \I TI ON D T I oz
BEARING CAPACITY OF 15TONS/S.F.
A-101.01 SCALE: 1/2" = 1'-0" W o-
POURED CONCRETE AND STEEL REINFORCEMENT NOTES: �- 0
p Z
Z O O
I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT fi' Oi�Osl7 GLL ' XG,�� TI ON fi'L. N
� �
FOUNDATIONS BY AN ANGLE O''= 45* PROJECTED OUTWARD AND w0 Z Q
DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTIN55 w
U d Q
2. IF WATER ENCOUNTERED DURIN45 POURING OF GONG., EXCAVATION SCALE: I/4"
SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR
ENTIRETY OF POUR CONTACT .ARCHITECT WHEN WATER w
ENCOUNTERED it
5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS
N
Li N
4. ALL O
FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT 0
28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE
5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED
CARBON STEEL A5TMA615 ef;ADE 60. WWM FOR SLABS DO NOT
NEED TO BE EPDXY COATED
EXIST. F.J. PROJECT:
6. U.O.N., REAR LAPS SHALL BEA MIN. OF 40 DIAMETERS. ALL LAPS PER PLAN G A LA N A K I S
SHALL BE 5TA66ERED EXISTING EXT.KALE
-i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN ) RENOVATION
PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, ��i
GOVERA&E5, AND PLUMBNESS
EXI5TIN6 FLOOR
STRUCTURE
8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT
CONCRETE
GRADE 1910 THE LONG WAY
CONGETE - GOLD WEATHER POURINI6 d CONCRETE MIXTURE I ( III EAST MARION, NY, 11939
I. THESE SPECIFICATIONS SHALL ,APPLY FOR THE POURING OF
CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE EXI5TIN6 FOUNDATION WALL /
HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE ( I III / EXST.�ATION DRAWING TITLE:
2. SPECIFICITY OF CONCRETE DEE51ON MIX SHALL BE EY OTHERS (((/// BEAM TO BE SECURED
( I III EXI5TIN6 BEAM TO GRIBBIN6 A5 PER PROP. CELLAR EXCAVATION PLAN
3. ALL GOLD WEATHER PREPARA77ION5 AND CONCRETE POURING SHALL ( I ( I ( I CODE
CONFORM TO AGI 306. >N! FOUNDATION DETAILS
4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND / MAX 3:1 HEIGHT-TO-WIDTH RATIO
SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO OF GRIBBIN6 STACK;CONTACT""xbSHORING ARCHITECT TEMPERATURES WITHIN 10° F OF CONCRETE. EXISTING GONG.SLAB NEW 6
( I I T IF
THIS
O CASE SHALL CONCRETE
RATIO SHALL BE EXCEEDED DUE
To BE REMOVED� - > I I ( THAT I SCAN BE TIE SUCH GRI$$ IN6 STACK TO EXIST. CLEAR HEI
- - EXISTING FOanN6 ADJACENT REBAR AND 5 PAGE:
BE PLACED ON TGE OR SNOW. - - - - - - - - MAINTAIN PROPER SPACING
REMOVE AS REQ'D.
6. THE USE OF HEAT BLANKETS OR ELECTRIC. BLANKETS ARE �2-6 TYP�
PERMITTED WHEN NECESSARY. EXISTING FOOTING
prm
Q •iel:•., �.; P.GONG.UNDERPI INS - -------------
-f. FORMWORK SHALL BE AT A MIDI. TEMPERATURE OF 33° FOR HIGHER (MIN.4'Ooo P5I) ------ --------------- - - �____________ ===-T=________- _--- ----____-- -`�_____-____-- __-- L
OVERLAP CORNERS 4" TOA-!
AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. b•xb•-Ioxlo+ww�BETWEEN +' - W-o"Tom' --- ----------- ---- ------- - FAILURE OW CRUSH TYPE 01mu .L
CENTER•UPPER;0f SLAB I4 I I I ry FILL BAS OF
--- GRIBBIN6 STACK
-- ASSURE 5
SECURED 1-PLACE DURING POUR
i.
8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. �� •• ------ ---- _______________ =_==T=====______ =-tea _--________ _��___________- -
°' SOLID
WITH 6
q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE • '" = • � � � � � � MEMBERS
-
- _--------- -��------------ ---------
PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 '`«a•.•,.' ••`' ______ _`'__'_______-__ _ _�=_�____________ ___�_________-- ---_ ---------- ---_- ----------- -- E: 06/06/22
(ASTM C4g4/C4g4M, TYPES G AND E). 6 IL POLY DAT 5 OF 8
t;
�
Mi ISNRE'T F6rR �j__ -Tv-J,
V•. I �.m
10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL ��BI ( I F r+-4
(6 es HOR REBAR N
AREAS EXCEED ONE SQUARE INCH. ( I I
PROVIDE 5'(MIN)GONG.COVER
.GLEAN PROVIDE 5"(MIN)GONG.COVER OF ALL REBAR WITHIN P.COW11. ONCE CONCRETE I5 PLACED. CONCRETE SHALL NOT BE EXPOSED oMPAcr FI OF ALL REBAR WITHIN P.GONG. FOUND.WALLS♦P.CONC.FTC,S. 'PROV.GLEANIAXITO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS
I'P46V
I I ( I FOUND.WALLS! P.GONG.Fr65. I I r.oMPAGr FILL �D
REACHED A GOMPRE551 VE STRI.N&TH OF 800 P51. 1 I I I I I I I Ap
EXCAVATE 12" MIN. BELOW EXIST. GRADE
12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 +•i�' r`�
4 TAMP 501L PRIOR TO PLACING
GRIBBIN6 STACKS. ENSURE SOIL 15 LEVEL (iz � o.
PRIOR TO GRIBBIN6 PLACEMENT
FOUNDA,TI ON UNDEizF I NN I NO DETA I L
2 FOUNDATION UNDERF I NN I NO SIDE DETAIL Oil I BB I NO DETAIL
A-101.01 A-101.01 A-101.01 -9>, 0374(1
SCALE: 1/2" = I'-O" SCALE: 1/2" = 1'-O" SCALE: 5/4" = P-O" FO3 40'5
NEW PARTIAL HEIGHT LLJ
Z O
EXISTING TO BE DEMOL.I5HED WOOD FRAME L.G. 5TL.
WHEN APPLICABLE)
EX15TINO TO REMAIN LLI
NEW WOOD FRAME (L.G• NEW FOUNDATION WALL Q W �:
5TL. WHEN APPLICABLE) Z
NEW I-HR FIRE RATED (2 2"x4" STRUCTURAL
® MIN. )
WOOD FRAME (L.G. 57L. POST FOR 4" WALLS J
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0)C)
POST FOR 6" WALLS), U.O.N.
NEW 2-HR FIRE RATED WO
o- to n:
WOOD FRAME (L.G. 5T'L.
m
WHEN APPLICABLE) 0
O
= Q
Z uj�
FLOOR PLAN NOTES
Q J
J 00
O DOOR NOTE
I. INSTALL NEW INTERIOR DOORS WHEN GALLED
Z
OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Tj
Tj
2.INSTALL NE,o,I EXTERIOR DOORS WHEN GALLED
J � O
OUT ON PLANS BY 'THERMATRU' (OR EQUAL).
3.DOOR TYPE TO SELECT
4.INSTALL A5 PER MANU SPEC.'S
� Z
3.PROVIDE (2) 2"xa" HDR., U.O.N. N
4.PROVIDE (2) 2"x10" 0 SLIDER d SIDELIGHTS LLI (D
5. SEE PAGE 6-003 FOR ALL OTHER FRAMING LO
w
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N.
I` I.s7
rl J O
OSTAIR 4 RAILING NOTE:
2 I. ALL NEW 5TAIR5 SHALL HAVE MAX.'7-3/4" RI
d MIN. 10"Tr - RISERS SHALL BE CLOSED
2. 42" HIGH GUARDRAIL 6 SPINDLE SPACING
NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE;
W .
36" HIGH HANDRAIL $ SPINDLE 5PAGIN6 NOT
TO ALLOW PA55AOE OF A 4" 4) SPHERE
3. GRIPPABLE RAIL A5 PER CODE
U
OSMOKE DETECTOR / GO DETECTOR NOTES:
3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR V
HARD WIRED TO EACH OTHER w/BATTERY BACKUP.
2.INSTALL ALL AS PER MANU. 5PEC.'s V J
3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR
Q
IN COMPLIANCE WITH LOCAL CODE
WINDOW O NOTE:
1.
`I ALL NEW WINDOW5 8 DOORS SHALL BE ANDERSEN a 400 SERIES CASEMENT, DOUBLEHUNS, OR GLIDING
(AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR
SUBSTITUTIONS, SEE NOTE #q IN "SLA55 WINDOW5
AND DOORS" ON PA6E 6-002 IF CASEMENT 45'-0" �
WINDOWS - ALL C5MNT WNDW5 SHALL HAVE m
STRAIGHT ARM HINGE WHEN 5-4
2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE
TILT WASH
3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L.
4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 7 77'�jr.
WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"xa" HDR. U.O.N. 2" -'I/
NEW EGRESS WW INDO
21'-by I ( " lye _
EGRESS NOTE: -
IN COMPLIANCE WITH NEW YORK STATE BUILDING - - - - - - - - - -
GORE, SECTION 8310.2.1;THE FOLLOWIN6 MEANS OF
E6RE55 SHALL BE FOLLOWED: WET BAR 1 q I I -
O Z
(NO CABINETRY ' �i O`r 2-b '
O
ABOVE) m I I NEW r ~
NET CLEAR CPENINO........... 5.1 S.F. N - STORAGE >
NET CLEAR I-EIGHT............... 24 MINIMUM Ul I q tt 6
NET CLEAR WIDTH................. 20" MINIMUM U
_ SPACE
-NEW MEGH. I I 105 S.F. r w 0
O
NEW EXHAU5'T FAN SHALL BE INSTALLED WHERE w °` =N ROOM a 0 p VENTILATION 15 NOT MET BY MEANS OF NATURAL Q
CIRCULATION THROUGH WINDOWS OR DOORS TO 4 10
OUTDOOR SPACES A5 PER NYS MECH. CODE SECTION O
403.3.2.3 INSTALL AS PER MANU. SPECS 6A5 O 4'-7" -5'-8" a O
r SM/GO FURNACE/ , O
SILL TO BE t3'-6" AIR HANDLERto 0 Q
A.F.F. d ALLOW FOR -
6 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 BASE CABINET BELOW '
O n r .� ui
�
� � J
n I = za
NEW FLOOR: � �� I .F
w
UNDERPINNING AT THIS 4._2.. q'-by2"-� 4-II CHIMNEY FOUND. 1u.
q'6" SPAN OF EXISTING � "' �`�' � w C7
I. NEW FINISHED FLOOR PER H.O. SELECTION FOUNDATION ONLY. 6
Z
q\_0
b'-q" i i 1 - �
SEE DETAIL #1 A-101 A-'�1 r O� Z
UP (I ) I ® 3^I. 5" 1Z1EI� I I II I 0 0
NEW MECH. ROOM: (I ) T. ® II" m
O I. EXIST. WATER HEATER TO REMAIN IN THIS I 1O"2 6 w
6 N D Z
2.V.I F.A.I.FATHROUGH WALL 3 I I ZU.
O �
3.FLUE THRCUGH wD. FR. CHASE THROUGH ROOF 2 _O w ( O
NEW EGRESS WINDOW I A-4ol Q O g Z 4
4.MAINTAIN 30"x30" CLEARANCE IN FRONT OF = I 0 w
MECHANICAL UNITS AS PER NY5 MG 306.1 I NEW I U a Q
5. MAINTAIN ALL APPLICABLE VENTING
NEW HALF-
2'-3"� WALL AT EDGE :t RECREATIONAL
CLEARANCES REQUIRED PER NY5 MG b04. I >
6.DISCONNECT, REROUTE, 8 RECONNECT 2 8'
OF PROPOSED EXCAVATION. SPACE I L
-� 2'b" FROM EXIST. FOUND. II 165 S.F. II NEW
EQUIPMENT TO EXISTING PIPING AS REQ'D TO -� WALL (7YP) �'
ACCOMMODATE NEW ROOM ENCLOSURE I -
SEE DETAIL #4 A-101 r O O STORAGE d; N
TYPICAL MECHANICAL ROOM NOTES: = o SPACE in w \
uN I _�F 68 S.F.
I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY cfl
"DUROCK" (OR EQUAL)
2. FOR WD. FR. CLO. AND/OR WALLS - PROVIDE (1)
LAYER OF 5/b" TYPE "X" GYP. BD. UL U505 (OMIT ON 4 10
PROJECT:
GONG. WALLS) I _ , _
3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 10-2' d
SPEG.'s AND A5 PER NYS MECH. AND FUEL GAS GORE 8:_a: cY n �_ a NEW MEGH. E• r G A LA N A K I S
4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT T I 2'- 5'-q" q'-II" -
IT CONFORMS TO NYS MECH. AND FUEL SAS CODE �p m ROOM
44 S.F. RENOVATION
5. COMB. AIR VOLUME AS PER MANU. 5PEG.'5 - PROVIDE � 1 OIL TANK 6"
FRESH AIR INTAKE FROM EXTERIOR - - - - - - - -
b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL
13'-2" WASTE
VERT. PIPE
EMERGENCY SHUT OFF SWITCH
WATER PIPE d THRML EXON. TANK
'7. FOR 6A5 SERVICE, PROVIDE SAS SHUT OFF 5WITCH
ABOVE (PROVIDE SFGI OUTLET)
a. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER
CLEARANCES AS PER CODE
1910 THE LONG WAY
.� 14'-0" 20'-4" 10'-b"
FIRE RATED DOOR: EAST MARION, NY, 11939
O 2¢X6A s/4" HR. SELF-CLOSING STEEL DR.
DRAWING TITLE:
EGRESS WINDOW WELL:
10 PROVIDE NEW EGRESS WINDOW WELL $ COVER BY
1.ROCKWELL;ELITE SERIES' 66 W.X•72"H, ITEM #6644'72. OR
PROPOSED CELLAR PLAN
EQUIVALENT. INSTALL A5 PER MAN. SPECS.
II FRAME COLUMNS SQUARE 6"t AND FINISH (TYP.)
PROPOSED GEL.LAR PLAN PAGE:
0120 S.F. HA31TA3LE SFA -.,E;AGE; 1,352 S.F. OROSS AREA SGALE: I/4" = P-0"
A-102m0l
ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS.
**5EE DOOR SCHEDULE FOR ALL 5L.A55 DOORS FROM SAME MANUFACTURER**
DATE: 06/06/22 6 OF 8
WOR
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\ \ � WINDOW DIMENSION OPENING
TAG MODEL # a
TYPE
\\oy WIDTH READ: 20"
HEIGHT REO'D:24" Gni Xjtx
WIDTH HEIGHT OPEN REQ'D: 5.7 S.F. C U�
A (2) GLIDER G44
N�. 03740 �Q
OF N IN4
Q
O
Lij
LLJ 04
UNDERSIDE OF CEILING \--UNDERSIDE Or CEILINOW >:
UNDERSIDE OF CEILING
x
❑ TOP TRACK CONNECTED TO
STRUCTURE AS REQUIRED.
CONNECTED TO
TOP TRAC TOP TRACK CONNECTED TO
STRUCTURE AS REQUIRED.
STRUCTURE AS REQUIRED. Lo 2
FOUNDATION HALL AS cr- 0 C)
EXIST. FLOOR
NOTED IN PLANS 0 00
(L Lo m
(1) LAYER OF 5/5" GYP. (1) LAYER OF 5/e," 51r'P. ar,>. NEW STL. CAP PL. 'A' m
FLOOR WOOD BEAM
5D. ON BOTH SIDES OF NEW ON ONE SIDE OF NEV4 METAL I�ELDEn TO COL.;SEE AS NOTED ON PLAN
CAP PL. DETAILS
METAL STUDS UP TO STUDS UP TO FINISHED
FINISHED CEILING
CEILING NE -1O
4211 O.D. srH 40
HOT DIP (5ALV. STL. COL. z
NEW BASE PLATE 'A'
7 Lu
(A5TM A125) AS PER <
NEW METAL STUDS
WELDED TO COL.;SEE
_j
NEW METAL STUDS BASE PL. DETAILS FOR FOUND. PLAN 5"( SIMS
BRIDGING AS SCHEDULED; V BOLTING STEEL (OR EQUAL) 00
BRIDGING AS SCHEDULED;
IT, 00 > C)
BY OC, 4" P GONG. SLAB Z
E PROVIDE COLD -JOINT
5" GREASED THERMAFI5F_R NEW METAL STUDS 4 & X(o"-Ioxlo W.W.M. BETWEEN
SAFB. R-13AT CONC. SEAMS (TYP) V/f T-i C)
-BRIDGING AS SCHEDULED; CENTER 4 UPPER � OF SLAB
(1) LA'T'ER OF 51e," GYP. 5D. oc SECURED IN PLACE DURING FOUR z >- 4
5/4" THK. FRT FL'rND ON BOTH 51DES OF NEW .4 7JI Ai 't---
BLOCKINO; EXACT LOCATION METAL STUDS UP TO c�
LL
Lu W
REaV TO BE VERIFIED IN ❑ FINISHED CEILING
R-15 BATT INSULATION Lo m T-i
FIELD.
Lo
0
4" GRAVEL BASE
BOTTOM TRACK CONNECTED
BOTTOM TRACK CONNECTED NEW (2) #5 HOR.
TO STRUCTURE AS REQUIRED. REBAR UPON (2) #5
TO STRUCTURE AS REQUIRED. /Ix
BASE AS SELECTED 5�r O.C. OR. REEAR (4 TOTAL)
NEW Ia"xIb"xI2"
0
Z
BASE
—YIH 0 14
r
PAD
XI2,.7 _,a,
DEEP P. CONC. PAD
BOTTOM TRACK CONNECTED
BASE AS SELECTED BY O.C. DEEP
(MIN. 4,000 P51) MCIMPAZIZED FILL uj
TO STRUCTURE AS REQUIRED.
BASE AS SELECTED BY O.C.
NEW REINFORCED 4" SLAB NEW REINFORCED 4" SLAB II.-
AS PER DETAIL AS PER DETAIL
0
AL Lu
Q
NEW INSULATED NON-RATED PARTITION 2 NEW NON-RATED INTERIOR PARTITION NEW NON-RATED FURRING PARTITION 0
5/5" FIREr-ODE 'C' ON E30TH SIDES OF 195 6A 5 5/5" METAL 5/8" 6N5 ON BOTH 51DE5 OF IS &A. 5 5/6" METAL 5TUD5 a 5/951, &KB ON ONE 51DE OF 16 &A. 2-1/2" METAL STUDS a 16'oc.
5TUD5 a 24"oc. W BRIMCDINe a 4'-O"or,;TO BOTTOM OF PECK lb"oc W BRIDGING a 4'-O"ca;UP TO 6" ABOVE FINISHED K/BRIDGING a 41-ollor,;EXTEND 61^15 TO FINISHED CEILIN6.
ABOVE . 50 TO SEAL AND ENSURE I-HR FIRE RATING AT WALL. CEILIN6. STUDS TO BE DIETRICH (100#-EPOI-71 OR EQUIVALENT). 5TUD5 TO BE DIETRICH 'PRO STUD' (ICC#-ERO I-Ti OR EQUIVALENT)
5TUD5 TO BE DIETRICH 'PRO 5TUD' (I0C#-rzROI"1I OR G.G. TO FIN15H AS PER FIN15H SCHEDULE. PROVIDE M05TURE PROVIDE M05TUFZE RE515TANT 6P,15 AT WET AREAS.
EOUIVALENT). RESISTANT 6N15 AT WET AREAS.
r5_-� TEEL COLUMN FOOT INO DETAIL
IA-401.01
SCALE: 5/4" = 1'-0"
NALL SCHEDULE
SCALE: 1-1/2" = P-O"
z
(4) 3/8" H.D.O. LAO 0
BOLTS (PREDRILLED)
LL
t 00
O <cr 0
C)
a
v4
4- A_ z=) 0
515" THK. PL. % 0
51V THK. H.D. 00
Y4
OALV. PL.
Z ;�
11/4
HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE CAF PLATE 'A' Lu_j
SPECIFIED ON 51DE OF STAIR IN ACCORDANCE v41 MANU. SPEC.'S; LL W Z
PLANS AND NOT PROJECTING MORE THAN 4142" INTOft E
RIP SIZES ADJACENT
PITCHED METAL 0 Z
5TAIRI14A-1-;SEE HANDRAIL C FOR CONNECTION OF STL. COL. TO (2) 1-5/4" HIDE I—
LVL LUMBER OR (2) 2" HIDE DIMENSIONAL LUMBER E
-JOIST HANGER BY 0 m
5IMP5ON' OR EQUAL w
FIRST FINISHED FLOOR z f2 z 0 n
2 U.
0 (n 0
z
LLJ
w
10
(4) 518' H.D.O. LAO 0 CL
V2" MIN. SPACE BETWEENBO T5 REDRILLED uj Ti
WALL AND HANDRAIL
4 FINE RISER
Lii N
5/4" FINE TREAD STANDARDS FOR ORIFIfA5LE HAND RAIL
SCALE: NTS
PROJECT:
ell, = X GROSS SECTION
MIN. HANDRAIL
- - - - -
" POUNDED NOSING
CLEARANCE CIRCULAR NON-CIRCULAR
W/)/4" RADIUS IN 5/a —TH THK. PL. GALANAKIS
< L
tu
/-(NOT INCLUDED N T_ / Y4 515" TH<. H.D.1
TREAD DIMENSION) IOAL\/. PL. RENOVATION
4 &Y, V2
ly4 _2 RI- 4
METER AX GAP PLATE 13'
MIN. M
FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" HIDE
1910 THE LONG WAY
L\/L LUMBER OR (5) 2" WIDE OR (4) 2"x HIDE
DIMENSIONAL LUMBER OR 5.25" HIDE PSL EAST MARION, NY, 11939
DRAWING TITLE:
to
(5) VxIV 5TRINOER5 a wl R-211 DESIGN DETAILS
INSULATION, IF UNDER51ME 15 FACING
5TORAOEMON-HABITAL SPACE CJ
e__
_�2
Y:2'1 GYP. BD.
STORAGE UNDER Y4 PAGE:
5-1/21, O.D. 50H. 40 HOT
DIP OALV. 5TL. COL. A-4011001.
,- (ASTM A125) AS PER
PLAN WELDED TO PL.
TREATED 2"x12" SILL FOR CONTACT &"x5"x5/a" THK. DATE: 06/06/22
wl CONC. (IF APPLICABLE) 5TL. BASE PL. 7 OF
BASEMENTBASEMENT@ 0 (4) 1/2" HOOKED ANCHOR
BOLTS EMBEDDED INTO
FOOTING MIN. 4" Pq/ OVERSIZED
WASHER AND END NUT SETUP t�RE D
M
"i Q
BASE PLATE 'A'
0
INTERIOR N00r7) STAIR DETAIL
A-401.01 SCALE: 5/4" = 1'-0" STEEL COLUMN OAF BASE f=LA7F- DETAILS 4�" 037 �_k
F N fc
SCALE: 5" = 1'-0" O