HomeMy WebLinkAbout45543-Z GENERAL NOTES CONCRETE
.FINISH NOTES
I. ALL WORK 15 TO CONFORM TO THE RULE5 AND REGULATIONS OF THE 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE 4. BEAM CONNECTIONS SHALL BE DE516NED TO WITHSTAND ONE-HALF THE L PAINTING OR INTERIOR FINISHING SHALL NOT BE DONE UNDER CONDITIONS
LOCAL BUILDING DEPARTMENT AND THE N.r5. RE51DENTIAL CON5TRU5TION AMERICAN CONCRETE INSTITUTE A.G.I. 3/6 LATEST EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK.
CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE GON5IDERED 2 CONCRETE CONTRACTOR TO SET AND PLACE FORM5 WITH 57RIGT SPAN CONDITIONS SHOWN OR 771E LOAD INDICATED ON DRAW/N575, kl0R<MAN5H1R WHICH 15 JUDGED LE55 THAN FIRST QUALITY BY THE
AS RELIEVING 7HE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DA 7U4, FLOOR AND GRADE ELEVATIONS. WHICHEVER 15 GREATER. ARGHITFGT,WILL BE RE.,EGT ED.
ACCORDANCE WITH ALL STATE AND/OR LOCAL GORES. 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATF5T 5. IELDING SHALL BE IN ACCORDANCE WITH Ah6 5PECIFIGATION5 V51% 2 50MIT COLORS TO 77-E ARCHITECT, FOR APPROVAL.
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2. ALL ELECTRICAL WORK TO BE FIRE UNDERWRITER5 INSPECTED AND A.G.I. SPECIFICATION, E70 XX ELECTRODES.
APPROVED. 5UBM/T CERTIFICATE TO OWNER UPON REGE/PT. 4 ALL 7FMPERA7URE REINFORCING SHALL BE 5UFFICIEN7LY EMBEDDED TO 3. PREPARE 5URFAGE5 TO RECEIVE THE SPECIFIED FINI5H. TAPE AND 5AN9
3. ELECTRICAL CONTRACTOR TO VERIFY ELEGTR/GAL SERVICE AND PARCEL DEVELOP FULL 57RENG7H IN ALL CONCRETE WALL5 AND SLABS 6. ALL BOLTS SHALL BE AS 77-f A-32574 AND SHALL BE INSTALLED TO A 5" 5HOOTH GYPSUM BOARD TO RECEIVE THE 5PEGIFIE9 FIN15H. PAINT GRADE
FOR ADEQUACY IN PROVIDING NEW ELEGTRIGAL INSTALLATIONS AS 5 PROVIDE ADEQUATE T/E5 FOR ALL 57EEL REINFORCED IN SLABS, BEAM5, CONDITION A5 DEFINED IN A15C 5PE61FICATION5. WOODWORK 5HALL BE HAND 5ANDED BEIM EN COAT5 AND DUSTED GLEAN.
SHOWN ON THE PLANS. UPGRADE, SERV/GE, METER AND PANEL A5 MAY PIERS,AND WALLS, REINFORCED TO BE HELD AT CORRECT P15TANGE FROMALL HOLES, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPED AND
BE REQUIRED. FORMS AND EARTH BY STEEL CHAIRS OR TIES.
7. ALL WELDERS SHALL BE CURRENTLY CERTIFIED. THE FOLLOWING SHELLACKED,
CERTIFICATIONS ARE ACCEPTABLE NEW YORK STATE NEW YORK CITY
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4. ALL PLUMBING WORK TO BE IN 5TRIC T ACCORDANCE W/TN N.Y.S. CODE 6. FOLLOW G.R 5/. RULE5 FOR PLACING ALL REINFORCING 57FEL AND DEPT: OF BUILDINGS, OR 7F5TING LABORATORY CERTIFICATION TO THE AP6 4. FILL CRACKS, HOLES, IMPERFECTIONS IN EXl5TING WALLS, PARTITION5, OR LA/lE
AN9 ALL APPLICABLE LOCAL REGIULATION5. ACGE55CRIE5. CODE. GYPSUM BOARD WITH PATCHING PL.A57ER AND SMOOTH OFF TO MATCH
5 CONTRACTOR TO EFFECT AND MAINTAIN IN5 RANGE, I.E. CONTRACTOR 5 7. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH PAINTING ADJOINING SURFACES OR LAMINA 7FWITH I LAYER OF l/2"GYPSUM BOARD
LIABILITY,W0RKMAN5 COMPENSATION, COMPLETED OPERAT/ON5,ETC. COMPRE55ION TF5T RE5ULT5 TO ENGINEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED 5MOOTHNE55,AS PER ARCHITE5T5 INSPECTION
ADEQUATF FOR THE PURP05E5 OF THIS PROJECT AND FURN15H PROOF OF 5TARTIN57 FOUNDATION CONSTRUCTION.
I. ALL 57FF1 AFTER FABRICATION SHALL BE TNOROIifGHL Y GLEANED OF R15T, 5 W/PE NEW GYP5UM BOARD SURFACES W/774 A DAMP GLOTN.HIST PR/GR TO
SAME TO THE OWNER PRIOR TO COMMENCING WITH WORK. 8. REPRE5ENTATIVE TEST CYLINDERS 5HALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL SCALE,AND OTHER FOREIGN MATTER. AFTER GLEANING, APPLICATION OF THE PRIMER IN ORDER TO LAY FLAT ANY NAP WHICH 7-
TOW/A orfoUTHOLP
6. EACH 5U9CONTRACTOR SHALL 5UBM/T A COPY OF H/5 INSURANCE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 5PE61FICATION5 57ffL 5URFAGE5 SHALL BE SHOP-PRIMED H17H ONE GOAT OF METAL HAVE FORMED IN SANDING PROGE55.
COVERAGE 00RKMAN5 COMPEN5ATION,LIABILITY,915AB/LITY) TO TESTING SHALL BE PERFORMED AT 7 AND 229.9A r5. PRIMER,AND ONE GOAT COLOR TO BE 5ELEGTED BY ONIER PAINT COAT5
THE OWNER PRIOR TO GOMMENGING WORK. EACH SUBCONTRACTOR SHALL 9. ALL MESH SHALL BE SPLICED 50 THAT THE OVERLAP BETIEN OUTERMOST SHALL BE FULL NETTING,APPLIED THOROUGHLY AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK,REMOVE ALL PAINT FROM WHERE IT
510M/T LIEN RELEA5E5 PRIOR TO REQUE5TIN5FINAL PAYMENT. CRO55 WG/RE5 OF EACH SHEET l5 NOT LEss THAN 774E 5PAGINOF THE FU�AGES,AND FREE FROM SPRAY DUST, RUNS OR SAGS. HAS SPILLED, 5PLA91ED, OR 59LATTERED ON EX995E9 ADJACENT
GR055 W/RE5 PLU5 THO INGHE5, UNLE55 OTHERW/5E SHOWN ON THE 5URFAGE5.
7. CONTRACTOR SHALL AT ALL TIMES PIROGEED W/TH WORK AS TO MINIMIZE 2 PRIMER SHALL BE RUST-0 LEUM 1G�69 RUST-INHIBITING PRIMER OR
THE OVNER5 INCONVENIENCE,AND SHALL DO 50 IN A WORKMAN-LIKE DRAW/NG. APPROVED EOVIVALENT. SECOND COAT SHALL BE RV5T-O-LEVE 1060, OR 7 EXAMINE FIN15H 5URFACE5 AFTER COMPLETION GR WORK INCLUDING
MANNER. /0. ALL FOUNDATIONS SHALL BE CA5T ON UNDl57W3,E9 OR CONTROLLED APPROVED EQUIVALENT. MILLWORK IN5TALLATiION AND PROCEED WITH "TOUCHUP"A5 REQUIRED.
0. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, COMPACTED 50/L HAVING A MIN/MUM BEARING CAPACITY OF THO(2) TONS 6. PROVIDE ARCHITECT WITH A MIN1MH OF(3)6"X 10"BRV5H-OUT5 OF EACH
17RAXINC7
� / ® L-,66E)Vir;�
�/ /® DAM 55E UN AND DECOR IVES SHALL T STORED AND PROTECTED FROM 3AFTER ERECTION, TOI�H UP ALL FIELD GONNEGTlO R AND ABRADED -
�/� f� ��( DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE PER SQUARE FOOT UNLESS OTI-IERW/5E NOTED(SUBJECT TO FIELD SURFACES W/7N SAME TYPE OF MATERIAL USED FOR SHOP COATING. DOLOR AND FIN15H FOR ARCH/TFGTS APPROVAL,AT LEAST 21�K5 PRIOR
TAKEN W/TN SAME. IN5PE6TION AND VERIFICATION BY CONTRACTOR). TO 517E APPLICATION. ON-517E APPLICATIONS SHALL BE REQUIRED ONE
WOOD hEEK PRIOR TO FINAL. APPROVAL. ARCH17ECT RE5ERVE5 THE RIGHT TO
A. AREA QTY. 6UANT17Y 9. PROTECT AND MAINTAIN EX15TIN5UTILITY LINES WH/GL ARE TO /L MAXIMUM STEP OF FOOTINC75 SHALL BE ONE VERTICALLY TO 7W0 ADJUST ANY COLOR/�FIN15H ONCE 771E WALL TE5T HAS BEEN MADE.
5yMBOL DB56RIFTION 5YMBOL DB5GRIFT/ON A.B. ANCHOR BOLT RAO. RAD105 REMAIN IN SERVICE IN MGH A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLY WHERE ELEVATION5 CHANGE. 1. ALL LUMBER SHALL BE DOt6LA5 FIR LARCH No. 2, FB = 675 P5/, FV= 95
A.G.I. AMERICAN R.D. ROOF DRAIN
CONCRETE REGPT. RECEPTACLE THESE LINE5. UNLE55 0THERW/5E NOTED,ALL EX15TIN5 UTILITIES 5HALL BE P51,E= 1,600,000 P51, MAXIMUM M0157ME CONTENT t/q4e. `L FIN15H UNDERSIDE OF 50FRT5(WHERE THEY CCGUR) TO MATCH ADJACENT
INSTITUTE REINF RE/NFORGING ALTERED, GAPPED, OR RELO'GAT ED 1N A MANNER APPROVED BY THE /2. ALL RETAINING WALL5 SHALL BE ADEOUATELY BRACED DURING VERTICAL FIN15H,U.O.N.
A.D.A. AMERICAN5 W/TN CON57RZTION TO MAINTAIN SAFETY AND 5TABIL17Y. BACKFILLING SHALL 2. ALL 5TUD LUMBER SHALL BE DOUGLA5 FIR LARCH 5TUD GRADE, FB = 675
G01/ERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING J/RISD/GTION NOT BE PERM/TIED UNTIL CONCRETE HA5 ACHIEVED 90�OF THE SPECIFIED P51, FV= q5 PSI,E= 1,400,000 P5/,MAXIMUM M0157URE CONTENT�Iq%
D/SAB/LIT/ES ACT DN. DOWN lO INSTALL ELECTRICAL .SrWITGH AND OUTLET COVER PLATES, Sl1RFAGE
X SECTION TrAC- SEE ELEVATION TACT- ADH ADHE5/VE DR. DOOR 50 AS TO GUARANTEE A COMPLETE INSTALLATION. DE5/67N 5TRENGT74H, HARDWARE,ETC.,AFTER PAINTING AND/OR APPUGATION OF WALL
DHC. A5 NOTED AFF ABOVE DTT.. DETAIL A CONTRACTOR SHALL PROTECT PATCH AND REPAIR ALL EXl5TING WORK COVERINGS AND CARPET.
x-x 5EE DHC. A5 NOTED FlN/SHED FLOOR DWG• DRAWING � 3. ALL WOOD GON57RUGTION SHALL COMPLYW/TN THE NATIONAL DESIGN
ALT ALTERNATE DWLS. DOWELS ADJACENT TO H/5 WORK, OR DAMAGED A5 A RESULT OF HIS WORK l3. ALL CONCRETE SHALL ATTAIN A M/N/MUM STRENGTH GF 3,000 P5/®26 SPECIFICATION FOR WOOD CONSTRUCTION,LATEST EDITION.
AL/ALUM ALUMINUM EA. EACH WHERE EXl5TING MATER/AL5 ARE TO BE MATCHED, GARS 15 TO BE DAY5. FOUNDATION, SLABS ON GRADE AND CONCRETE EXPOSED TO lI. MODIFY EXISTING FLOOR SURFACES, TO RECEIVE NEW FLOORING MATT=RlALS
ANOD. ANODIZED E LF5. EXTERIOR TAKEN IN BLEND/NG G COLORS AND REPLICA ADJACENT FORM5 AND WEATHER 5HALL BE AIR ENTRAINED. 4. ALL WOOD EXPOSED TO WEATHER SHALL BE GGA TREATED IN TO PREVENT NOTICEABLE LUMPS AND DEPRE55/ON5.
INSULATION CONTOURS. AGGORDANGEWITN APPA STANDARDS 12 PARTITIONS AND MILLWORK TO RECEIVE STRAIGHT RE5/LIENT BASE OR
A.N5.1. AMER/GAN FIN/5H SY51FM l4. ALL CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM
FIN15H TAC- 5EE FIN15H NATIONAL ELEC✓ ELECTRIC/-AL 12 BEFORE 5'/BM/TTING ANY PROP05AL, IT SHALL BE THE RE5PON5/BILITY A-6I5 GRADE 60 DEFORMED BARS CARPET, COVE RESILIENT BASE AT RE5/LIENT FLOORING. U.O.N.
x TACT- 5E):_-,9H6- LEGEND GEIL INC FIN. 5TANDAR0' ELECT. OF THE GON7RAGTOR TO FAM/LIAR/ZE HIMSELF W/TN ALL EXISTING 5. ALL WOOD CONNEGTOR5 SHALL BE BY CARPET,"TECO; OR
X-X /�5 NOTED X-X AFFR XI ELEV/EL• ELEVATION CONDITIONS, MA7ERIAL5 TO BE MATCHED,WORKING 5PAGE AVAILABLE, l5 WELDED WIRE MESH SHALL BE IN ACCORDANCE WITH A5TM A-165. APPROVED EQUAL' 13. 57AINE9 AND PAINTED 5URFAGE5 SHALL BE FINISHED 5ZH THAT JOINT5
LEGEND ARCH APPROXIMATE ENG. ENGWEER/ED SAFETY PRECAUTIONS,ETC. REQUIRED FOR THE SAFE AND EXPEDITIOUS ARE NOT V151BLE WHEW VIEWED FROM ANY REA50NABLE ANGLE.
ARCH. ��GHL/7FGT/ 6. MEMBERS DE5/GNATFD A5 "GANG LAM"OR "LAMINA TED VENEER LUMBER"OR
EQ. EQUAL EXECUTION OF TNl5 CONTRACT. FAILURE TO DO 50 W/LL NOT BE 16. ALL STRUCTURAL MEMBER5 SHALL BE POURED FOR THEIR FULL DEPTHS IN
AVG. AVERAGE EQUIP. EQUIPMENT GAUSS FOR EXTRA GOZ T5 TO THE OWNER OR OWNER 5 REPRESENTA T/VES. ONE OPERA TION GON57RUG TION JO/NTS SAH AS A DA Y5 POUR JO/NTS "L 12"SHALL BE MANUFAG TUBED/N ACCORDANCE W/774 SPEC/F/GAT/ONS BY /4. WALL COVER/NG SEAMS SHALL NOT OCCUR W/TN/N/"-0"OF G'�ORNERS.
PLUMBING B.O. BOTTOM OF ETC. ETCETERA CONTACT THE ARCH17ECT IMMEDIATELY IF FIELD CON9ITION5 ARE SHALL BE LOCATED IN THE MIDDLE OF THE SPAN, MAIN REINFORCING TO LOUISIANA PAGAP CORP. NO 5O 5TlT E55 SHALL BE PERMITTED WITHOUT APPLY FABRIC SO hGH l5 DIVIDED WITH A MINIMUM NUMBER OF 5F4M5,
-- - ELEVATION /�GGE55ORIE5 TAC- BD. BOARD EX15T. EXl5TING FOUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROCEEDING RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINT5 TO EXP05E THE ENGINEERS APPROVAL. DESIGN STRESSES ARE A5 FOLLOh15: FB = AND Wl7N EQUAL WIDTM PANELS,U.O.N.
X-X BLDG. BUILDING 2,950P5/, FV= 2gOP5/, E=2,000.00OPSI
BENGHH ARK 5EE AGGE550RIE5 EXP. EXPOSED WITH WORK AFFECTED BY SAME. AGGREGATE FOR CHEMICAL BOND. 15 LOCATE INTFR5E5TION5 OF DIFFERENT FLOOR FIN15H MATERIALS D1REC77-Y
B.F.P. BACK FLOW EXT. EXTERIOR I3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 7. THE ARCHITECT SHALL PROVIDE CALCULATIONS TO 771E CONTRACTOR FOR UNDER CENTER OF DOORS, U.O.N.
LEGEND PREVENTOR F.D. FLOOR DRAIN FABRICATION. l7 NO HORIZONTAL JOINT5 SHALL BE PLACED IN WALL5 EXCEPT AS 5HOWN ON VERIFICATION OF LOADS AND BEAM 5/2E5 WITH MFR. PRIOR TO ORDERING
&K. BLACK FRN. FOUNDATION THE DRAW/N555,WITHOUT 774E APPROVAL OF THE ENGINEER. AND MANUFACTURE. NOTIFY ARCHITECT OF ANY Dl5GREPANGIE5, IN WRITING, I6• 5019MIT CARPET 5EAMlNG PLAN(POR BROADLOOV TO ARCHITECT PRIOR TO
BLK6. BLOCKING FIN. FIN15H 14. DI5CREPANQE5,ERRORS, OM/5510745,ETC., IN ANY PORTION OF 774E
EXTERIOR FIN15H TAC2- BRC. BEARING FIXT. FIXTURE DRAWINGS WHICH ARE AT VARIANCE W/TH 774E LAW ORDINANCES, RULE5 /6. MAXIMUM LENGTH5 OF FOUNDATION WALL POW IN ONE OPERATION SHALL �� THERE BE A PROBLEM ORDERING AND AT LEAST(4)hFEKS PRIOR TO INSTALLATION FOR
ROOM ROOM NUMBER BTM. BOTTOM FLR FLOOR OR REGULATIONS,BEARING ON THE CONDUCT OF THE WORK SHALL BE BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM. OR 60 FEET. ARGHITEGT5 REVIEW AND APPROVAL.
Ox SEE EXT. M�TERl�4L BTN BETPEEN FRZ. 6. 774E CONTRACTOR SHALL BE RE5PON5IBLE FOR COORDINATING ALL
XXX r/1<G REPORTED PROMPTLY TO 774E ARCH/7FGT.
LEGEND/5/rE GAd. CABINET FT. FEET/FOOT REQUIRED INSPECTIONS OF 774E R0116H AND FINAL FRAMING l7. METAL DOORS, CONVECTOR COVERS, FRAME5 AND WAL.L5 AS 5PECIFIE9,
G.G.F. COMPACTED FTG. FOOTING /5 IF CONDITIONS ENCOUNTERED DURING CON57RZTION DIFFER 19. CONCRETE CON7RAGTOR TO BE RE5PON5/BLE FOR SETTING ALL ANCHOR TO RECEIVE A PAINT FIINI5H SHALL BE PAINTED AS FOLLOWS:
GRANULAR FILL GA. GAGE/GUAGE FROM WHAT 15 5HOWN ON DRAWINGS, THE ENGINEER SHALL BE BOLTS AND LEVELING PLATES.
q
GAL. GALLON . REFER TO DRAWING C5-2 UM.
FOR DE5/GN LOADS. GYPS •
G.J. CQNTROL JOINT NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL 20. PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER TERMITE SHIELD
GALV. GALVANIZED FIRST COAT LATEX PRIMER
DOOR TAC- PROP05ED HALLS C.L. CENTER LINE G.G. GENERAL ALL PROBLEMS ARE RESOLVED TO THE SATISFACTION OF THE TIED INTO FOUNDATION WAL.L5 W/TN 5/6"ANCHOR BOLT5 3'-0"o.c. (/'-D" lO. ALL CONGEALED SPACES/N WOOD FRAM/NG SHALL BE F/RESTOPPED W/77/ 5ECON9 GOAT: LATEX E665HELL
DLG. CEILING CONTRACTOR ENGINEER. MAX. FROM ALL CORNERS)W/TN/0"m1n EMBEDMENT. PROVIDE 5/LL WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND ARRANGT.ED THIRD GOALATEX EG65HELL
56HEDULE RGLO
REFER TO FLOOR 5. CLOSET GD. GRADE
OX l6. ALL SUBCONTRACTORS SHALL BE RESPONS/BLE FOR FILING AND SEALER AND GROUT SILL PLATE TO WALL. TO PREVENT DRAF75 FROM MOVING FROM ONE 5PAGE TO ANOTHER
METAL DOORS FRAMES CONVECTORS:
DOOR SGHD• PL/�N5 FOR 5/ZE DLR. CLEAR GL. GLASS _
COL. COLUMN GYP. GYp5UM OBTAINING APPROVAL5 FOR THEIR WORK WH/GH MAY BE REQUIRED. 2I• FLOOR SLABS ON GRADE TO BE 4"POURED CONCRETE H/TH 6x6/L4XL4 GA. fl. PROVIDE BRIDGING 6'-O"o.c. MAX(50L1D OR CRO55 BRIDGING). FIRST GOA7r /}S7Fj(/y��, PRIMER601JG. CONCRETE H.G. HANDICAP l7. ALL 5U5CCNTRACTOR5 SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, WIRE REINFORCING AND STEEL TROWEL FIN/5H. PROVIDE 1/2" SECOND COAT LATEX SEMI CL 055 ENAMEL
GOND. CONDUIT AGGE55/BLE EUTIOOF THEIR WORKN, SAFEGUARDS,ETC.,A5 REQUIRED FOR 774E PROPER PREMOULD59 EXPAN5/ON JOINTING AT FLOOR SLAB AND FOUNDATION l2. NOTGHE5 OR HOLES FOR PIPING ETC. IN 5TRZTVRAL FRAMING MEMBERS THIRD SAT
PROPOSED DOOR CONN. CONNECTION H.G. HOLLOW OGRE EXECXECUTIONN OF TLATEX 5EMl&L 055 ENAMEL
WALL. PROVIDE 2"(R-l0 m/n)R/G/D IN5ULATION 2'-0"EACH WAY (FGR 5HALL NOT BE FERMI TTED. 16. PAINT SHALL BE LATEX- INTERIOR FINI5HE5 TO COMPLY WITH LOCAL
WINDOW T.4G- � CONST. GONSTRUGTION H.D. H/GH DENSITY
REFER r0 FLOOR HDR. HEADER I6. ANY DEVIATIONS FROM THE ARCHITECTS DRAW/NG5 MUST BE sUBMl77T=D
O 5GHEDUL.E CONT. CONTINUOUS HDR. HARDWARE TO THE ARCHITE6T IN WRITING FOR APPROVAL. HEATED SPACES). BUILDING CODE AND SHALL BE INTERIOR FINISH CL.A55 G FOR CORRIDORS
PLAN5 /SND 5GHED. CONTR. CONTRACTOR /3 DOUBLE.JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS. AND R00115.
DOOR 511,�HD. G.T. CERAMIC TILE HWV. HARDWOOD /q• EACH CONTRACTOR AND 5UBGONTRAGTOR SHALL BE RESPONSIBLE FOR 22. ALL SLABS ON GRADE SHALL HAVE 7N/GKEN/N55,DEPRE55ION5,
FOR 5/ZE H.M. Ho Ory MET,4�
G.S./. GON5TRl1GT/ON CO�TRAGT%) MA/NTA/N/NG SAFETY ON THE JOB SITE DURING THE CONSTRUCT/ON OPENINGS,ETC.,A5 REQUIRED OR A5 SHOWN HEREIN OR ON /4• ALL FLOOR AND 5KYL/6HT OPEN/N65 ARE TO BE FRAMED W/TH DOUBLE /9. INTER/GR F/N/5HE5 SHALL BE GLA55/F/ED/N ACCORDANCE H/TH 5IRFACE
5PE6IF/6ATION HT HEIGHT PHASE TO COMPLY'W/TH THE RE5ULATION5 AND REQU/REMENT5 OF THE ARGHI7E6TURAL DRAHINC75. HEADERS AND TRIMMERS, FULLY JOINED WITH 57EEL BRIDGES OR "7ECGU5". FLAME RATINGS. ALL FINISHES IN THE PROPOSED AREA TO BE INTERIOR
INSTITUTE H.VA.G. HEATING, OCCUPATIONAL SAFETY AND HEALTH ADMIN15TRATION. 771/5 5HALL FINISH GLA55 B. FIN15HE5 MATERIAL SHALL HAVE FLAME-5PREAD RATING
GU. CUBIC VENTILATION,AIR 23. PROVIDE POGKET5 IN WALL FOR COLUMNS BEAMS AND SLABS.
PROPOSED INCLUDE,BUT ARE NOT LlM/TED TO: PROVID/NG ALL NECESSARY '�� �� l5. TO FLIM/NATE THE HAZARD OF MOISTURE CONDENSATION IN GOLD FATHER OF 26 TO 75 SMOKE DEVELOPED RATING OF GLASS B.
CONDI TION/NG M/N/MUM BEARING ON WALLS G�Z BEAMS: 4 FOR SLABS, 6 FOR BEAMS,
Qx REVI5/0'd TAO O FIXTURE5 FOR DBL. DOUBLE TEMPORARY 5UPPORT5 AND BRACING AS MAY BE REOU/RED PRIOR TO AND TO PERMIT THE ESCAPE OF HEAT IN HOT WEATHER. VENTILATION O=
DEG. DEGREE5 I.G. ISOLATED GROUND
FUTURE D/A. DIAMETER INGLES THE THE INSTALLATION OF NEW STRUCTURAL ELEMENTS,AS WELL A5 U.O.N. ATTIC AND CRAWL 5PACE5 15 REQUIRED. BLOCKING AND BRIDGING SHOULD 20 ATTACHMENT AND ADHE5/VE5 FOR INTERIOR LOCATIONS,WHICH WILL
D/M. DIMENSION INCL. INGLUDE/ED ADEQUATF AND PROPER BARRICADES, RAILING5,LIGHTING, 5TAIRS, ETC. 24. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FIN15H FLOOR BE ARRANGED 50 AS NOT TO IN7FRFERE WITH THE MOVEMENT OF AIR. PRODUCE PRODUCT5 MORE TOXIC THAN THOSE GIVEN OFF BY WOOD OR
IN5UL. IN5ULATION INFO. INFORMATION REQUIRED TO PROTECT THE WORKMAN, OWNERS PER50NNEL AND MATERIAL. SEE ARCHITECTURAL DRAW/N55. PAPER WHEN DECOMP05/NG OR BURNING WILL BE RE E6759
1N57L. INS TALLATIOW
INT. INTERIOR 0774ER5 FROM INJURY DUE TO CONSTRUCT/ON WORK. PROV/DE FREE I6. ALL CATHEDRAL GE/L/NGS SHALL HAVE CONT/NI�OUS VENT/LAT/ON FROM
INSTALLED 25 IN ANY APPROVED CON57RZTION JOINT, PROVIDE 2W 4"KEY MIN. AND 24 2/. ALL NEW OR MODIFIED CON5TRUGTION SHALL BE FINISHED AS PER OWNERS'
COMBO CARBON MONOXIDE � SMOKE DETECTOR J-BOX JUNCTION BOX REQD ��/�D AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND " EA1/ES TO RIDGE. SIZE INSULATION AGGORDINGLY. PROVIDE 3/4"dla. VENT
JST. J015T BAR DIAMETER LAP(I6 MIN)OF REINFORCING,EXCEPT FOR SLABS ON 5ELEGTION5 IN ACCORDANCE WITH MANUFACTURERS PM%15HED
SMOKE 17ETEGTOR 5HALL BE O FACILITIES WN/GH ARE TO REMAIN. HOLES AS NEEDED 7HRU SKYLIGHT FRAMING TO MAINTAIN GONTINI/DU5
5HALL BE HAROHIRED JT. JOINT RM. ROOM GRADE. 5PECIF16ATION5.
HARDHI ED TO CENTRAL �D R.O. RG'UGH OPEN/NG VENTILATION.
IN. SUPPLIER 20. FIGURED D/MENS/ON5 SHALL GOVERN SMALL SCALE DRAW/NG5 WHERE.
5r5 TEM HI TH BATTERY To CENTRAL 5Y5TEM LAM. LAMINATE R.T11. ROOF TOP UNIT DIMEN5/ON5 ARE E57ABLI5HED BY CONDITIONS. IF EXl5T/NG,EACH 26. SLAB ON GRADE SHALL BE POURED IN 5TRIP5 CON5TRUGTION OR CONTROL
HI TH B�ATrERY BA6KUP LAV. LAVATORY SAN. 5AN/TARY CONTRACTOR SHALL MEASURE EX/ST/NG CONDI PRIOR TO ORDERING JOINTS SHALL HAVE A MAXIMUM 5PAGING OF 30'-0"IN EITHER DIRECTION. l7 DOUBLE J015T5 UNDER ENTIRE BATHROOM AREA WE55 OMERH15E NO7ED.
BA6KUP LB5. POUNDS 5C. 50LID OGRE MAXIMUM AREA OF POUR SHALL BE 2700 5Q. FT.
L.F. LINEAL FOOT 5GH9. SCHEDULE MATERIAL5 AND COMMENCING H1 TH WORK. l6. THE CONTRACTOR SHALL INCORPORATE ALL REQUIRED 5TRAP5 ANGLES
L.P. LOW POINT SECT. SECTION 21. GENERAL CONTRACTOR AND H/5 5U95 ARE RE5PON5/BLE FOR ALL LAY- 27. ALL WALL AND PIER FOOTINGS SHALL BE MINIMUM 12" THICK AND PRO,ECT TIES, 5UPPORT5,ETC. A5 MAYBE REWIRED FOR PROTECTION OF 57 RX7VRE
MATT.. MATERIAL S.F. 56UARE FEET OUT WORK, INCLUDING SPECIFIED LAY-OUT DRAW/NGS A5 REGU/RED. 6"MINIMUM BEYOND ALL FAGE5 OF WAL.L5 AND PIERS UNLESS OTHER 15E FROM FORGE5 OF NA7URE. TH15 INCLUDES: ROOF TO ROOF,•ROOF TO hALLS,
MAX. MAXIhNM 5HT SHEET GENERAL CONTRACTOR SHALL COORD/NATF RESPECTIVE SUBCONTRACTORS NOTED. WALLS TO WALLS AND WALLS TO FOUNDATION. THESE FASTENERS/TlES
MEGH. MECHANICAL 5/M. 51MILAR 50 AS NOT TO GAU5E UNDUE HARDSHIP,DELAY AND INTERFERENCE WITH
MFG. MANUFACTURER 5M. SMALL CON9XT OR WORK 26. GROUT USED SHALL BE NON-FERROU5 NON-SHRINK GROUT BY IN-PAKT AND SHALL BE A5 MFRD BY 5IM950N OR APPROVED EQUAL.
MIN. MINIMUM 5PE65. 5PE6IFIGATION5SHALL ATTAIN A 57REN5TH OF 4,000 P51 IN 7 DAYS.
MI5G. M/5GELLANEOU5 5Q /ARE 22. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TN/5 WORK FROMTHE l9. ALL FA57ENER5 FOR FRE55URE TREATED LUMBER TO BE HOT GALVANIZED.
ARGHI TBG TURAL: W. MILLIMETER 56? FT c UARE FEET 5/7E AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BA515 OR 29. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CON6RE7F
G5-I - NOTES, M.R. MOISTURE 55., 5/5 5TAINLE55 STEEL 50ONER IF CON9ITION5 WARRANT. REINFORCEMENT A5 MANUFACTURED BY FIBERME5H CO. OR APPROVED l
LB5BND $ ABBRBV/A T/ON5 RE515TANT STD STANDARD EQUAL. MIXING AND PLACEMENT SHALL BE IN ACCORDANCE TO
C5-2 - CODE C:OMPL/ANGB NOTES DBTA/L5 MT. MOUND 5TH. 57FEL 23. AT THE COMPLETION OF WORK, 774E 517E 15 TO BE CLEARED OF ALL MANUFACTURERS 5PEG/F/GATIONS.
MIL. METAL DEBRIS AND EXCESS MATERIAL5. THE FACILITY 15 TO BE LEFT BROOV
PP-1 - PLOT PLAN N.I.G. NOT IN CONTRACT 5TRUGT. 57RZTUREI-AL GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5AT15FA6510N
NOM. NOMINAL 5UPPL. SUPPLY/-IED OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT.
A-I - BUILDING PLAN5 AND 5GHBDULB5 NO✓NUM. NUMBER 5U5P. 56PENDED
N.5.F NATIONAL T/ TOP OF 24. THE ARCH/7E5T HA5 NOT BEEN RETAINED FOR ADMINISTRATION OF TML
2 - BLBVA;rION5 AND 5FGT/ON5 SANITATION 7B. THROUGH BOLT CON5TRU5TION OF 774/5 PROJECT.
FOUNDATION T$B TOP $ BOTTOM L ALL 57EEL FABRICATION AND ERECTION SHALL CONFORM TO Al-156
N.T.5. NOT TO SCALE Te C7 TONGUE $ GROOVE 25 CONTRA6TOR5 SHALL COOPERATE WITH ALL OTHER TRADES AND WERE 5PEGIFIGATION5 FOR 5TRU n AL STEEL,LATE5T EDITION.
O.A. OVER ALL TEMP. TEMPERED REQUIRED INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS,ETC.,AS
O.G. ON CENTER EYP• TYPICAL REQUIRED FOR A COMPLETE JOB. 2 ALL STRUCTURAL 57E-EL SHALL BE ASTM A-36,EXCEPT 5TRUG7URAL TUBE
OPOPENING U.L. UNDERWRl7FR5 WH/GH SHALL BE A5 774 A500 GRADE B. AND 5706 URAL. PIPE WH/GH SHALL
OPT:T OPTIONAL LABORATOR/E5 26. SEE N.Y.S BUILDING GONSTRUGTION GODS MANUAL FOR REQUIRED HOOD
OPP. OPP0517E W ULTRAVIOLET FRAME NAILING SCHEDULE. BE ASTM A50/.
PL. PLATE V. VOLLTA
PLEBPLUMB/NG VB. VAPORAPOR BARRIER 3. ALL 5TRUGTURAL 57EEL V5ED A5 EXTERIOR WALL LINTEL5 SHALL BE �+
. V.P. GALVANIZED. • o�. 1O. I
RL(PD. PLYWOOD VENT PIPE 6�
PNL. PANEL VERT. VERTICAL SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
PR PAIR w/-w/o WITH/WITHOUT
PREP. PREPARATION/ WD. HOOD
ATE: DESCRIPTION:
PREPARED h77W WINDOfiY M3N (0 11/11/2020 PERMIT COVERJ-Hr-ET
P.SF POUNDS PER
SQUARE FOOT N.H. WATER HEATER �,a0� 98 z �, N
0,oN 1 OTV, LEGF_/`I) & AF5P)REVIATIO/V
HE AA TER
P.5/. POUNDS PER W7 WE/CHT PROOF �
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PT. 5 T/PO/NTRE H W.W. FABRIC � >' ;"r- � 7 ..2�
PVMT. PAVEMENT E NAME:
CAD FIL
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IV E M S C H I C K S I LV E R M A N ARCHITECTS PROJECDATE: NSA PROJECT #:
8 TND/ FARM 10/29/2020
.. .the business of ARCHITECTURE." 20-2075
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........................ ................................... .......... ......... ------ ...........................
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- � SCALE: DRAWING NO.:
NY
..................................._..............160 MAIN STREET, SUITE 200 --
SAYVILLE, NEW YORK 11782
DISTRICT: TI N: BLOCK: LOT: DRAWN BY: ._.
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com In COPYRIGHT 2017 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 96 2 10.1 EL
NAILING 4 STRAPPING AT
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF 50UTHOLD TABLE 602.3(1) EA5TENIN6 5GHEDULE TABLE 602.3(1) EA5TENINC6 5GHEDULE EXTERIOR WINDOW / DOOR HI=ADERS
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.2 (I) ISM DESCRIPTION OF NUMBER AND TYPE 15PAGINry AND ITEM DESCRIPTION OF NUMBER AND TYPE 15PAGIN6, AND NAILING SCHEDUL.E,
WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM BUILDING ELEMENTS OF FASTENER LOCATION BUILDING ELEMENTS OF FASTENER LOCATION Pam OPe1INaFmmewmFORKWMoPENIN6s
GROUND DESIGN WIND ICE BARRIER AIR MEAN
SNOW SPEED' TOPOGRAPHIC SPECIAL WIND WIND-BORNE FLOOD
FR05T LINE � DESIGN UNDERLAYMEN FREEZING ANNUAL ROOF WALL CONTINUED N0fA10N A s c n E
LOAD (MPH) EFFECTS' REGION' DEBRIS ZONE'" CATEGORY' WEATHERING DEPTH b TERMITE TEMP• REQUIRED h HAZARDS INDEX' TEMP � 4-8d box OPENINS
3-8d box 2'-0' s (0sx4 I I I
(2)2"' x 0.113")• or (2 Y2" x 0.113")• or 4'-0' 4 (1)20 2 z 2
MODERATE TO SEE PLANS 5EE PLANS SEE PLAN SEE PLANS SEE PLANS b'-a a fad 2M OR N 2x6 S S s
25 P5F 128 MPH SEE PLANS SEE PLANS SEE PLANS B SERE 3 FT. BLOGKING BETWEEN CEILING JOISTS 3-8d common 3-8d common e1-0• a ( 2MOR(U s S s TYP.MWIDER&IrmTO
EXAMINER EXAMINER EXAMINER FEAYY EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER I OR RAFTERS TO TOP PLATE (2 Y2" x 0.131"); or TOE NAIL (2 Y2" x 0.131")• or �-V 10 tX� 4 4 4 KINS ATTAC+KW Aeq
5-10d box 3-I0d box V-V 12 1 0 2* s s s c E AL16NM OR RAI`M NO
WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS (3" x 0.128"); or (3" x 0.128"); or a KINssTOPLATEs
5GHEDULE FOR WOOD STRUCTURAL PANELS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE PER 2020 RE51DENTIAL CODE OF NEW YORK STATE 3-( x o.l nails 3 staples, I crown I6 G.RKMOFMLW1SATEACSTIMA STRWr APPM
4-8d box �� �� 3 " c�o�F R�u.si�a►+r pNb�Ar�EACN �YI���
PER 2020 RE51DENTIAL CODE OF NEA'i'ORK STATE TABLE 83012.12 SECTION R403.1.6 SECTION R305 (2 Y2" x 0.113")• or I X 8 AND WIDER SHEATHING TO a., I /4 Ion
20 FACE NAIL n•N��laD NAILS e!D-N1111ID THROIIaFI ADJACENT KING shin F
3-8d common EACH BEARING Wider t an x 8 50 OF WADER ATEA6HSIDE
FASTENER
FASTENER SPACING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH 2 CEILING JOISTS TO TOP PLATE PER JOIST, 4-8d box E.NueERoP44ZKenvsATvcHe cew-ADM
4 F0CT b Fool FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 (2 y2" x 0.131") or TOE NAIL 5 Y2" x 0.1139; or �'�" F 161 fAD�'
TYPE *EL� <<ANEL�N << N MIN. I/2" IN DIAMETER AND SHALL EXTEND A MIN. OF PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 3-100 box cF IWS)AseC44STE TMESwr`°�`,e�r,nc"s'uns
_ (3" x 0.128"); or 3-8d common TO e�OF sILL(97 AT EACH SiDE(UOfS NOT APPLY TO DOORS) %MJAM i4� '"B
INCHES INTO MASONRY AND/OR CONCRETE, 5PACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS (2 Y2" x 0.131") or ""�" �L�
#8 YroOD SCREW BASED „ „ „ 3-3" x 0.131" Halls 3-I0d box
ANCHOR WITH 2-INCH Ib 10 8 MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-I0d box (3" x 0.128 ); or
EMBI��LEN6TN CEILING JOISTS NOT ATTACHED TO 61APOW If DOOR STRA19O N6
INGHE5 FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. (3" x 0.128") or 4 5ta les, I crown b
Flo WOOD 5GRFJ^t BASED PARALLEL RAFTER, LAPS OVER p
ANCHOR WITH 2-INCH I6" 12" q" AND WA5HER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND ( PARTITIONS (SEE SECTION R802.5.2 3-I6d common FACE NAIL a., 1 3/4" Ion ��
Et�ISEDf�ENrLE►vsres THE PLATE A5 PER 2020 RESIDENTIAL GORE OF NEW OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH .AND TABLE Rb02.5.2) (3 Y2" x 0.162") or FLOOR ALL 15m,EIN.STOBE-Caw(OLMSTEEL OR
kstr�PS RAI EI To BE
-azo(SAM STRAP)
YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-( x 0.131 nails 4-8d box (Au sTRAFFINb 9HAI L BE INsrALLID PRIOR To s�Arnrb)
i/4-INCH LA6 SCREW THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE CEILING JOISTS ATTACHED TO PARALLEL
BASED ANCHOR wires I6" Ib" Ib"
2-INCH EMBEDMENT LENGTH OPENABLE. RAFTER (HEEL JOINT), (SEE SECTION 3 Y2" x 0.1139;oor
A. THIS TABLE IS BASED ON leo MPH LL11MATE DESIGN WIND SPEWS,V.,AND A W-FOOT MEAN ROOF hE16HT. Q Table R802.5.2 FACE NAIL (-8d common / //V ® ®O 5 7 AFF/N� TA/L.
B. FA5n3fflt5 SHALL BE INSTALLED AT OPPOSING ENDS OF Toff:WOOD 5TW1GndtAL PANEL. 8802.5.2 AND TABLE 8802.5.2)
FA5 vemDms SHALL BE IN5 ATED NOT LE55 THAN I MGH MOM TLE EDGE OF IV L PA 21 JO 1ST TO 51 LL, TOP PLATE OR (2 Y2" x 0.131")• or TOE NAIL
c. MCVORs SHALL METRATE nIROW T+E EXTERIOR WALL COVERING WITH AN&4ZDt1W LENGTH OF NOT 4-10d box 3-I Od box 5G/�L E=N.T.S.
LESS TH,M s MGHES INTO THE BUILDING MAMC-rASTDaZS%HALL BE LOOMED NOT LESS THAN 21/2 1WAES NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS GIRDER
FROM THE EDGE OFT�GaNGRETEBLOCKOR`OW-RETE. PER 2020 RESIDENTIAL CODE OF NEW YORK STATE OPENINGS REQUIRED PER 2020 RESIDENTIAL CODE (3" x 0.128"); or (3" x 0.128"); or
D. PANmg ATTAaw To mmcwY OR MA50NRYi5NGl.O SHALL BE ATTAC+w U5IN6 VIBRATION-RESISTAM COLLAR TIER TO RAFTER, FACE FACE NAIL
ANCHORS HAVING AN WnMATE WITRVRAWN.CAPACITY OF Tar LESS nM 1,500 POUND5. SECTION MI502 OF NEW YORK STATE SECTION NTI 5 3-IOd common 3-3 x 0.131 nails
NAIL OR I y4" X 20 GA. RIDGE EACH �� �� , ��
STRAP TO RAFTER (3 x 0.1489; or RAFTER 8d box 2 x 0.113 4 TOE
4-3" x 0.131 ' nails 8d common NAIL
MINIMUM UNIFORMLY 015TRIi3UTED LIVE LOADS I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING 3-I6d box nails 2 TOE NAILS ON RIM JOIST, BAND J0I5T OR (2):2" x 0.131")• or
PER 2020 RESIDENTIAL CODE OF NENYORK STATE TABLE 8301.5 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3,112" x 0.135")• or ONE SIDE AND 1 22 BLOCKING TO SILL OR TOP lod box 6" TOE
2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL
USE LIVE LOAD MOISTURE AND TERMINATE TO THE OUTSIDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7 6 RAFTER OR ROOF TRUSS TO PLATE (3" x 0.148"); or OPP051TE 51DE ALSO) 3-3 x 0.131 nails
BUILDING. 50.FT. AND A GRADE FLOOR OF 5 SQ.FT.. 4-I0d box OF EACH 3-8d box
UNINHABITABLE ATTICS W/0 5TORA6E10 PSF 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL (3" x 0.128"); or RAFTER OR (2): " x 0.113")• or
ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3 x 0.13111nails TRU55 2-8d common
UNINHABITABLE ATTICS WITH STORAGE 20 P5F INSTALLATION INSTRUCTIONS. FLOOR. 4-I6,d 23 I X 6 5UBFLOOR OR LESS TO (2 Y" x 0.131")• or FACE NAIL
HABITABLE ATTICS AND ATTICS W/FIXED STAIR 30 P5F 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 (3 Y2 x 0.135"); or EACH JOIST 3-I0d box
3-I0d common ((" x 0.128"); or
TERMINATION. INCHES. (3" x 0.148"9; or TOE NAIL 2 staples, I" crown Ib
BALCONIES (EXTERIOR) AND DECKS 40 P5F 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-I0d box go., 1 3/4" Ion
GUARDS AND HANDRAILS 200 P5F SHEET-METAL 50REW5 OR FASTENING MEANS WHICH INCHES. ROOF RAFTERS TO RIDGE VALLEY (3" x 0.128"); or 3-I6d box
EXTEND INTO THE DUGT. 5. OPENINGS SHALL BE OPERATIONAL FROM THE IN51DE -r OR HIP RAFTERS OR ROOF RAFTER 473 -x0.151" nails 24 2" 5UBFLOOR TO J015T OR GIRDER (3 Y2" x 0.135")• or BLIND AND
GUARD IN-FILL COMPONENTS 50 P5F b. EXHAUST DUGT5 SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. TO MINIMUM 2" RIDGE BEAM 3-I6d box nails 2-I6d common FACE NAIL
BAGKDRAFT DAMPER. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE (3 Y2" x 0.1359• or (3 Y2" x 0.162")
7. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box
ROOMS OTHER THAN SLEEPING 40 P5F (3 Y2" x 0.162")• or END NAIL 12" PLANKS (PLANK 4 BEAM- (3 Y2" x 0.135") or AT EACH
0.0157 INCH-THICK RIGID METAL DUCTS, HAVING BULKHEAD ENCLOSURE WITH WELLS BEING A MINIMUM 25 BEARING,
SLEEPING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF Q SQ.FT. AND A MINIMUM HORIZONTAL 3-1x0 box FLOOR FLOOR) 2-Ibd common
THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36" AS PER SECTION 310.2.3 ((" x 00.I3I ; a 5-16 x o.1mon FACE NAIL
STAIRS 40 P5F 8. FLEXIBLE TRZAN51TION DUCTS USED TO CONNECT THE 3-( x 0.131 nails (-Ibd common
KALL (3x
DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE
I6d common 24" O.G. 4-10IOd box ")
MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN NOTE: WIND DE516N PRE55ORE FOR EXTERIOR WINDOWS, STUD TO STUD (NOT AT BRACED (3 Y2" x 0.162") FACE NAIL (3" x 0.128"); or
LENGTH AND SHALL BE LISTED AND LABELED IN 6LA55 DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 - 26 BAND OR RIM JOIST TO JOIST 4-3 x 0.131 ' nails END NAIL
FOOT OF HORIZONTAL PROJECTION WALL PANELS) lOd box (3 x 0.128 ); I6 O.G.
ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbOl or 3" x 0.131" nails FACE NAIL 4-3 x 14 ga. staples,
PER 2020 RE-51DENTIAL CODE OF NEW YORK STATE TABLE 8301.6 11TRANSITION DUCTS SHALL NOT BE CONGEALED WITHINibd box (5)Y x 0
CONSTRUCTION. 7%6" crown
I. EXTERIOR WINDOWS AND DOOR5 SHALL BE DESIGNED STUD TO STUD AND ABUTTING STUDS AT .135");or 12" O.G.
TRIBUTARY LOADED TO RE515T THE DESIGN WIND LOADS SPECIFIED IN q INTER5EGTING WALL GORNER5 (AT 3" x comm nails FACE NAIL god common G
H E77ER
AREA IN SQUARE FEE FOR 10. THE MAXIMUM LENGTH OF A CLOTHS, DRYER I6d common 16" O.G. (4" x o.lg2"); or A5 FOLLOWS: 32"
TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT BRACED WALL PANELS) O.G. AT TOP AND
ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE ((Y2" x 0.162") FACE NAIL
ROOF SLOPE AND EXPOSURE WITH TABLE R301.2(3). PER 2020 Ibd common O.G. G BOTTOM AND
�0 TO 201 TO OVER TRANSITION DUCT FROM THE DRYER TO THE WALL OR
ROOF TERMINATION. RESIDENTIAL GORE OF NEW YORK STATE SECTION R301 10 BUILT UP HEADER (2" To 2" HEADER (3 Y2" x 0.162") EDGE FACE NAIL STAGGERED
200 600 600 I I. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH Y2" SPACER) Ibd box (3)/2" x 0.135"); 2 O.G. G IOd box O.G. T
NOT INCLUDE THE TRANSITION DUCTEDGE FACE NAIL ((" x 0.128'9; or TOP AND BOTTOM
.
FLAT OR R15E LE55 THAN 4'PER FT. 20 16 12 NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3 x 0.131 nails 5TA66ERED ON
(1'3) PER 2020 RESIDENTIAL CODE OF NEW YORK STATE (2 Y2" x 0.113")• or 2� BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 5M
II CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL INCH LUMBER LAYERS
' RISE 4" PER FT. (1:3) TO LE55 I6 14 12 NOTE: GIRDER SPANS FOR EXTERIOR WALLS SECTION 8301.2.1.2 And:
THAN 12 " PER FT. (1:1) PER R602.7.1 (2 Y2" x 0.131")• or 2-20d common
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNF-55 4-I0d box 3" x 0.128" (4" x O.Ig29; or FAGS NAIL AT
GREATER 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 OF 7/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE I6d common I6" O.G. 3-I0d box ENDS AND AT
RISE 12" PER FT. 0:1) AND
MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE (3Y2" x 0.162") FACE NAIL (3" x 0.128"); or EACH SPLICE
- AND TWO - STORY BUILDINGS. PANELS SHALL BE Ixd box (3" x 0.128'9; 12" O.G. 3-(' x 0.131" nails
ROOF ONLY 5'-q" 6'-10" 6'-I" 7'-3" 6
8'- " or 3" x 0.131" nails FACE NAIL 4-I6d box
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1
1 .I 11 PRECUT AND LABELED WITH ITS LOCATION OF USE, 8-I6d common FACE NAIL ON ((Y2" x 0.135")• or
PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.7 I STORY 4�21 4-1111 41-511 11 5-3 6�2' WITH ATTACHMENT HARDWARE PROVIDED AS PER 2020
(3 Y2" x 0.162")• or EACH SIDE OF 3-I6d common
STRUCTURAL MEMBER ALLOV�ABLE 2 STORIES 3-2 3-9 5--5" 4'-0" 4-q RESIDENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE SPLICE 12-I6d box END JOINT LEDGER STRIP SUPPORTING JOISTS AT EACH
28 (3 Y2 x 0.162 )
OR RAFTERS J015T OR
L =-SPAN LENGTH, H = SPAN HEIGHT DEFLECTION NOTES: 8301.2.1.2, OR SHALL BE DE516NED TO RESIST THE ((Y2" x 0.135")• or INIMUM 24" 4-IOd box RAFTER FACE
I. HEADER REQUIRES 2" MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN 13 12-I0d box LAP SPLICE (3" x 0.128"); or
RAFTER5 HAVING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE PROV1510N5 OF THE BUILDING (3" x 0.128"); or LENGTH EACH 4-5" x 0.151" nails NAIL
3:12 WITH FIN15HED CEILING NOT ATTACHED VI80 2. 1/2" XPS FOAM SPACERS ARE USED WITH 2x CODE OF NEW YORK STATE. 12-3 x 0.131 nails 51DE OF END 2-10d box (3" x 0.128");or EACH END
TO RAFTERS MEMBERS TO MATCH 2x4 OR 2x6 STUD WIDTH. JOINT) 2q BRIDGING TO J015T 2-8d common (2 �" x 0.131" TOE NAIL
INTERIOR WALLS AND PARTITIONS H/1805PAGING OF FASTENERS
NOTE: DWELLING-GARAGIbd common ITEM BUILDING ELEMENTS FIRE SEPARATION DESCRIPTION E NTS OF FASTENER NUMBER AND TYPE
16" O.G. EDGES (IN) INTERMEDIATE
FLOORS L/360 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM (3 Y2" x 0.162") FACE NAIL I SUPPORTS (IN)
SECTION 8302.6 14 JOIST, BAND JOIST OR BLOCKING Ibd box WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO
CEILINC75 WITH BRITTLE FINI5HE5 L/360 (NOT AT BRACED WALL PANELS) (3 Y2" x 0.135")• or F O.G. FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (5EE TABLE R602.3(3)
(INCLUDING PLASTER AND 5TUCC0) 3" x 0.131" nails FACE NAIL
SEPARATION MATERIAL FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING)
CEILINC75 WITH FLEXIBLE FIN15HE5 3-I6d box 3 EACH 16" O.G. bd common 2" x 0.113")
(INCLUDING GYPSUM BOARD) L/240 FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT BOTTOM PLATE TO JOIST, RIM (3 Y2" x 0.135")• or FACE NAIL
15 JOIST, BAND J015T OR BLOGKING 2-I6d box 2 EACH 16" O.G. 30 3/e" -y2" 8d common Hall (ommon ((2 Y2wall)x 06 12�f
ALL OTHER STRUCTURAL MEMBERS L/240 APPLIED TO THE GARAGE SIDE (AT BRACED WALL PANEL) (3Y2" x 0.162")• or FACE NAIL .131 )
4-3" x 0.131" nails 4 EACH I6" O.G. Hall (roof)
EXTERIOR WALLS- WIND LOADS WITH FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD I 8d common (2 Y2" x 0.13119
PLASTER OR STUCCO FIN15H L/3b0 OR EQUIVALENT FACE NAIL 31 q�2" - I" b 12�f
4-8d box Hall
(2 Y2" x 0.113")• or lod common
EXTERIOR WALLS- WIND LOADS WITH (( x 0.148 ) nail; or 6 12
OTHER BRITTLE FINISHES L✓240 5TRUCTURE(5) SUPPORTING FLOOR/CEILING A55EMBLIE5 NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR 3-I6d box 32 lye" - 1 Y4" 8d common (2 Y2" x 0.131")
USED FOR SEPARATION REQUIRED BY THI5 SECTION EQUIVALENT (3 Y2" x 0.135")• or deformed nail
EXTERIOR WALL5- WIND LOADS WITH 4-8d common TOE NAIL
L/120 OTHER WALL SHEATHING "g
NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT
FLEXIBLE FINISHES GARAGES LOCATED LESS THAN 3 FEET FROM (2 Y2 x 0.131 )• or
A DWELLING UNIT ON THE SAME LOT
APPLIED TO THE INTERIOR 51DE OF EXTERIOR WALLS 4-I0d box I Y2" alvanized roofing
ALL OTHER STRUCTURAL MEMBERS L/600 THAT ARE WITHIN THIS AREA (3 x 0.128"); or Y2 6 STRUCTURAL Hall, � head diameter, 3 6
16 TOP OR BOTTOM PLATE TO STUD 4-5" x 0.131" na115 33 GELLUL05IG FIBERBOARD or 14" staple I6 ga., or
3-I6d box SHEATHING I" crown
UNDER-STAIR FWTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 Y2" x 0.135")• or 1 3/4" alvanized roofing
PER 2020 RESIDENTIAL CODE OF NEA YORK STATE 8302.7 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 8303.4 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE M1505.4.3 2-I6d common 25/32" 5TRUGTURAL nail, X6" head diameter, 3 6
(3 Y2" x 0.162")• or END NAIL 34 CELLUL05IG FIBERBOARD or I �" staple Ib ga., or I"
F-NCL05ED SPACE UNDER 5TAI'R5 THAT 15 ACCE55ED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-I0d box SHEATHING crown
BY A DOOR OR ACCE55 PANEL SHALL HAVE WALLS, UNIT 15 5 AIR GHANGE5 PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or I Y2" galvanized rooflnq
x 3-3 x 0.131 nails nail; sta le galvanized, .7 '1
UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (O.OI TOTAL 35 y2" GYPSUM � p g
3-IOd box �� ��
ON THE ENCLOSED 51DE WITH I INCH W.0 (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [7S X(NUMBER OF 1 Y2 long; I Y4 screws,
/2 -INCH (12.7 MM) GYPSUM BOARD. N1102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + IA TOP PLATES, LAPS AT CORNERS (( x 0.12b"); or 5HEATHING D type W or S
17
WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTER5EGTION5 2-I6d common FACE NAIL I 5/4" galvanized roofing
(3 Y2" x 0.162")• or nail; s-tople galvanized,
ACCORDANCE WITH SECTION MI505.4 3-3" x 0.131" nails 36 5/e" GYPSUM s s 7
I /e long; I /8 screws,
MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box 5HEATHING�D type W or S
AND TWO-FAMILY DWELLINGS PER TABLE MI505.4.4 Y2" x 0.1139; or
2-8d common WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
2
AREA TO BE 18 1" BRACE TO EACH STUD AND (2 Y" x 0.131")• or FACE NAIL bd deformed
VENTILATED VENTILATION RATES PLATE 2-I0d box (2" x 0.120") nail; or
(3" x 0.128"); or (7 3/4" and less 8d common 6 12
SEAL:
KITCHENS 100 GFM INTERMITTENT OR 25 2 staples at 13/" (2,142" x 0.131") Hall REVISIONS/SUBMISSIONS: DRAWING TITLE:
S.�EREp qR DATE: DESCRIPTIOt�k
GFM CONTINUOUS 3-8d box 8d common �� o C�,S,
BATHROOMS 4 MECHANICAL EXHAUST CAPACITY (2 Y2" x 0.113"); or (8 /8„ - 1„ (2 Y" x 0.131") nail; or 6 12 �� �s�`� �m
OF 50 GFM INTERMITTENT OR 20 11111/2020 PERMIT CODE COMPLIANCE.
TOILET ROOMS 2-8d common 8d deformed NOTA/ & DETAIL/
(2,142" x 0.131" Y2�) or (2 X 0.I20") nail l` '
CFM CONTINUOUS ICI I" X 6" SHEATHING TO EACH FACE NAIL �� A
BEARING 2-I0d box Ixd common N >�
(3 x 0.128"); or (q I y - (3 x 0.148 ) nail; or 6 12 N0 02
s ap e5, crown e 1 Y4 e Orme 9086 �-
a., 1 3/4" Ion 2 " x 0.120" nail �O,c NEW �lp¢ CAD FILE NAME:
20_2075_0/•-2
N E M S C H I C K :3 I LV E R MA N ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #:
8 HAND/'FARM 10/29/2020 20-2075
the business of ARCHITECTURE."
......_._................_.... X LANE
..............
............. .......... .._............................ ............................ ........................................................ ..............._.............. ..._........................_....................._.._..... - - :::. :::.::::�.:_:::.::::.. ----- _.._..__.._.__......... CA
.... „ .... ....... _ . ............ _.... SCALE: DRAWING NO.:
CUTCHOGUE, NY
160 MAIN STREET, SUITE 200
A,J',/�IOWN
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: 2
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2017 NEMSCHICK SILVERMAN ARCWECTS P.C. 1000 96 2 10.1 LL
s C OX L
5 56"22'13" E 764.38'
FX/5T/NG HOU5B I
TO RBMAIN
o �
GR�4YBL DR/YfN� �4Y GRAVEL DRI YFXNAY
(TO REMAIN)
(TO R5'MA/N)
fX/5T/NG BU/LD/NG
(TO REMAIN)
-- - - -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- - - - - -- -- -- -- -- -- - - - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- I
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PROP05D (TO RBMA/N) I
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BX/57/N6 POOR TRUCK (TO REMAIN) I
TO BF REMOYBD I
FROM 5/TB ----
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PROCESSING BUILDING. 8 HAND5 HA5 DECIDED TO CHANGE IT5
BIJ-51NE55 MODEL AND CEA5E PROVIDING FOOD/MENU 5ERVICE
VIA THE 6 HAN05 FOOD TRUCK(IT WILL BE 5OLD) DUE TO THE
1
1N6RE45E9 DEMAND INNEA T5, PRODZE AND PREPARED 17EM5
RESULTING FROM THE C19VID Iq PANDEMIC, 8 HAND5 REOU/RE5
ADDITIONAL HORK 5P46E TO PROCE55 IT5 AGRICULTURAL
PRODI/CT5 TO THE COMMUN/TY. WE ARE RE6ULA7]E9 BY NY5
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IN5RECTED BY THAT AGENCY.
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SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTION:
o'�Ao W. �F�Cy�.� 11/„2°20 Pr-RMIT PROPO f IlP PLOT PLA/l
s
No.029086 � CAD FILE NAME:
SCALE= I” = 20'-O" �OF N Ew X04
20_2075_PP-1—fiTE
PROJECT TITLE: DATE: NSA PROJECT :
IVEMSCHICK SILVERMAN ARCHITECTS
8 NAA ff ' FARM 10/29/2020 20-2075
".. .the business of ARCHITECTURE." _--_____ _--.-----....— _ __._. _ COX LA/1L
- - - ------.... _.... -- -.--�- _. _ _. _._... _... - .�. ................_......... ...-.._.................... .... --..------------------_-------- SCALE: DRAWING NO
......- .._..._...... . ........._...... -.............__........
97
GUTC�IOGUE, NY
.................... ......................... ...... ...................................... .........
160 MAIN STREET, SUITE 200
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
SAYVILLE, NEW YORK 11782
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 20n NEMscHCK SILVERMAN ARCHITECTS P.C. 1000 96 2 10.1 EL
0
AREA
.D. MODEL UNIT 51 ZE MxH) MANUFACTURER REMARKS HEAD HEIGHT (HH) OVERALL WINDOW U VALUE 5HG0 VENT AREA 6LA55
AREA (5.F) (5.F) (5.F.)
A TILT HA5H 24490030 3'-0"x 3'-O" ANDERSEN 200 5ER/E5 7'-0"AFF 400 /25 0.82 3.3/ 7.1I
B TILT HA5H 244'DH3030 3'-0"x 3'-0" ANOER5EN 200 5ER/E5 7'-0"AFF 400 /25 0.82 3.31 7.11
G TILT W45H 244DH3030 3'-015e 3'-0" ANDERSEN 200 5ER/E5 7'-0"AFF 9.00 /25 0.62 3.3/ 7.11
D TILT HA5H 244DH3030 3'-0"x 3'-0" ANDER5EN 200 5ER/E5 7'-O"AFF 9.00 /25 0.62 3.31 7.1/
E TILT HA5H 24490030 3'-0"x 3'-0" ANDER5EN 200 5ER/E5 7'-0"AFF 9.00 /25 0.62 3.3/ 7.11
F TILT WASH 24490030 3'-0"x 3'-0" ANDER5EN 200 5ER/E5 7'-O"AFF 400 /.25 0.62 3.31 7.11
G TILT HA5H 244DH3030 3'-0"x 3'-O" ANDERSEN 200 5ERIE5 7'-O"AFF 400 /25 0.62 3.3/ 7.11
NOTE:
I. ALL 6LAZIN6 5HALL MEET WINDBORNE OEBRI5 REQUIREMENT5 PER THE BUILDING GODE OF NY5.
2. ALL GLASS TO BE !LOW-E4 6LAZIN6
3. ALL WINDOW5 TO HAVE FULL I" DIVIDED LI6HT5.
4. ALL WINDOW INTERIOR5 TO BE FAGTORY PAINTED
G ® ® NOTE:
6G 5HALL GONFIRM ALL WINDOW AND DOOR
NO. TYPE UNIT DIMENSION MATERIAL FRAME REMARKS 5ELEGTION5 INGLUDIN6 HARDWARE AND FINI5HE5
WITH OWNER PRIOR TO ORDERING
00/ DOUBLE DOOR 6'-0"x,9'-O' 5OLID WOOD PRE-HUNG WOOD EXTERIOR DOUBLE DOOR
002 HINGED LEFT 3'-0"x 6'-0" 5OLI12 WOOD PRE-WNC,WOOD EXTERIOR DOOR
I 4 I 4 I Ili
A-2 A-2 A-2 A-2 A-2 W Z
a '�
0
I
WALL A55EMBLY.-
G M BOARDINTERIOR
-------------------- ----------- -------
i
FRAME WALL WITH 5W5 .
. �. bXo� i
I AND R-19 BATT INSULATION MIN. 1/2"
PLYWOOD EXTERIOR UNDER 1/4"
TH/GK R-1 MIN. RIGID FOAM
INSULATION kWARDI BOARD 5101%7 I
I I I I BY CLIENT(TYP)
I I I I II
2 i _ _ i 2
OpI
CEILING A55EMBLY:
5/6"GYP BOARD INTERIOR. 2XIO I I I
GJ®1610.6.. AND R-36 BATT 060 I I=6"EAVE
PROVIDE TERMITE SHIELD AND 5/LL IN5ULATIONI MIN. (TVP) I I OVERHANG 7)'P
I I I SEALER TO BE INSTALLED® (2)2X6
CONT. PT. 5/LL PLATE W J-BOL T5 P 4 I I
AT 4610.0. (TrP) O i�izOPOSEI7
I � I I �� � ,�GGE550RY 3 I i s
I I IBUILDIN& A-2 i 7/12. PITCH 7/12. PITCH
6" TH/GK POURED GONG. m I DOWN DOWN
FOUNDATION WALL W/TH
KEY HOLE(TIP) O 2110 GJ. OA
®16'"O.G. i 2X6 RR. 2X6 RR. i ROOF A55EMBL I•
®l6"O.G. ®I6"O.G. I 2X6 RJ®l6"O.G. W/ "PLYWOOD
EXTERIOR 5HEATHING, #30 FELT
W/400LB A5PHAL T SHINGLE ROOFING
4" THICK, 3000 PSl AIR W/LIFETIME WARRANTY. (DIP)
ENTRAINED POURED GONG.
OSLAB N l�112, lO/l0 WWM, O
I I I 2'DEEP R-lD RlG1D FOAM OVER 4" 71•fIGK COMPACTED �
5AND ANP. GRAVEL FILL.
INSULATION AT 5LAB EDGE. (DYP) d (7YP.) <r I
( I ( I
�002 !
" ICK POURED CONC.
16WX6 THICK
FOOTING WITH KEY HOLE OVER L6O 4"COMPACTED 5AND 0rP) 3 I
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A-2 0,V A-2
AN
PR01=01--C-5EL� 19-50UNVA T/O/V /)=i/----/AA/ FR01=05EL�l t'LlOOR /Pi/----A/\/
SCALE = I/4" _ /'-0" SCALE= 1/4"_ l'-01
SCALE= I/4" = I'-O"
SEA REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE DESCRIPTION:
11/112020 Pr-RMIT PROPO/7-P P-)UILDING PLA/1-f
A/V fCNEDULU
No.029086 4
� 4 CAD FILE NAME:
OF
20_2075_A-01_51JILPOG PLA/1f
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS
8 HA/ D-f FARM 10/29/2020 20-2075
the business of ARCHITECTURE."
--- __ _ - _._...... - ---------------...- -_..._...-....-...._..... ..__.........__.._.. -..._.._
�. ..................... _ ....... ............ ......................._. --------------...- DRAWING NO.:
CUTCHOGUE, Ny
- ... ........._ _............................. ... ...._........._.............................._...... __. ...................... ....._....................____..........._..........__............._.........._....._ _.... ..... _. ._..........._._ _.......... --..........._.............._.. _........ ..__.............-_-_...__ - __ _ A OwII
160 MAIN STREET, SUITE 200 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
SAYVILLE, NEW YORK 11782
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2017 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 96 2 10.1 EL
2X/0 HD RIDGE BD
W/RIDGE VENT 2X10 WD RIDGE BD
RIDGE � _ RIDGE W/RIDGE VENT
ELEV. (21.23'66-7V — — — — — — — — — — ELEV 61.25'(+15'-79
ROOF A55EMBLY.� — — — — — — —
GONTINUO(/S VENTED ROOF A55EMBL Y: 2X8 RJ®I6"O.C. W/l/2"
2X6 RJ®16"0.6. W/l/2" PLYWOOD EXTERIOR
VINYL SOFFIT(TYP) PLYWOOD EXTERIOR 12 12 5HEATHIN6, #30 FELT W1460LB
In 5HEATH/N6, #30 FELTGONTINIJOUS VENTED in ASPHAL T 5HINGLE ROOFING
W/480LB ASPHALT SHINGLE VINYL 50FF1T(TYP) lIN )
- - - - - - - - - ROOFING W/LIFETIME
WARRANTY. (TYP) TOP PLATE
TOP PLA TE — — — — — — — — — — — —
ELEV
ELEV 55.65'(+10'-09
V. 5365'(+/0'-O) — —
CEILING A55EMBLY.• = WALL ASSEMBLY
5/6"GYP BOARD INTERIOR. 2X6 WD
5/6"GYP BOARD INTERIOR. 2X10 v FRAME W,4LL WITH STUDS®16"O.G.
' GJ®I6"O.G. AND R36 BATT m
N51LA TION MIN.
PROVIDE TERMITE 5H/ELD AND 5ILL = INSULATION M/N. (TYP) P LY11100D-1q BATT/EXTERIOR UNDER
SEALER TO BE INSTALLED® (2)2X6 I/4" THICK R-I MIN. RIG1D FOAM
DONT. PT 5/LL PLATE W/J-f30L T5 W,4LL ASSEMBLY PROVIDE TERMITE SHIELD AND 5/LL - INSULATION W HARD/BOARD
AT 46 O.G. (T1'P) O 5/6"GYP BOARD INTERIOR. 2X6 WD SEALER TO BE INSTALLED®SILL _Q1
a
5/DING BY CLIENT(TYP)
6" THICK POURED GONG. � FRAME WALL WITH STUDS®l6"O.G.
PLATE(TYP) 4
FOUNDATION WALL WITH AND R-19 BATT INSULATION MIN. l/2" 6" THICK POURED CONC. 4
10101
KEY S( ) - - PLYWOOD EXTERIOR UNDER l/4" FOUNDAT/ON WALL W/TH
THICK R-1 M/N. R/G1D FOAM KEY HOLE(TYP) = CEILING ASSEMBLY
5/6"GYP BOARD INTERIOR. 2X10
lN5VLATION kMARDI BOARD 5/DING GJ®l6"O.C. AND R 36 BATT
FINISH FLOOR = FIN/5H FLOOR =
BY CLIENT(TYP)
ELEV. 45.65 ODO ELEV. 4. 65'(000')
INSULATION MIN. (TYP)
— — — — — — — — — —
GRADE — — — d — — 4" THICK,3000 P5/AIR — — — — GRADE m — "— —3000 P5/AIR
— — — — — —
4 THICK,
ENTRAINED POURED GONG. SLAB ELEV. 45.00'(-7 3/49 ENTRAINED POURED GONG. SLAB
MN, OVER 4
2'DEEP R-10.6 MIN. RIG/D FOAM THICK/GOMPAOTED 5AND AND '
W/1212, 10/10 kW, OVER 4"
;...:
WATERPROOFING(TYP) '•
-- - - - - - -- - - ---- THIGKCOMPAGTEDSANDAND
INSULATION AT SLAB EDGE. I�TYP) _...: - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - GRAVEL FILL. (TYP)
GRAVEL FILL. (TYP)
16"W X 6" THICK POURED CONE. 2'DEEP R-10.6 MIN. RIGID FOAM
FOOTING WITH KEY HOLE OVERINSULATION AT SLAB EDGE. (TYP)
4"COMPACTED 5AND(TYP)-_
TYP)- VW X 5" THICK POURED GONG.
FOOTING WITH KEY HOLE OVER
41COMPACTED 5AND(T)-P)
'05EL� 5�11L-L�INO C T/0A/ FROP05EL�
(D�
SCALE= 1/4" _ l'-O"
_ RIDGE RIDGE
— GABLE END VENT
— — — — — — — — — — — — — — — — — — — — — — — —
ELEV. 6123'(+/5'-7) ELEV. 61.23'(+I5'-T) 111V
ROOF ASSEMBLY
2X6 RJ 0l6'0.C. W/I/2"PLYWOOD
12 EXTERIOR SHEATMING #30 FELT
ROOF ASSEMBLY :� -� J -1 W/460LB A5PHALT SHINGLE R00FIN6
2X6 RJ®I6'OC. W/I/2"PLYWOOD W/LIFETIME HARRAN7Y (TYP)
EXTERIOR 5HEATH/NG, #30 FELT !;
W/4DOLB A5PHALT 5H/N6LE ROOFING `9
hULIFETIME WARRANTY. (7YP)
_ EAVF
— — — — — — — — — —
— — — — — — — — — — — — — —
ELEV. 54.65'(+9'-7 3/+�) ELEV. 54.65'(+9'-7 3/4
i�
crl'h"EA VE
10 OVERHANG(TYP) OVERHANG(T)IP
WALL ASSEMBLY
001 5/6"GYP BOARD INTER/OR. 2X6 WD5/6"GYP BOARD INTERIOR 2X6 AD
FRAME WALL H1 5 W9®l6 V.c.NIIIIIH�l NHIH FRAME WALL WITH STUDS®16"O.G.
10101 1 AND R-161BATT INSULATION MIN. l/2" `�
FINISH FLOOR I PLYWOOD EXTERIOR k1 WARD AND AND R-19 BATT INSULATION MIN. 1/2"
BATTEN 5/D/NG BY CLIENT(TYP) FINISH FLOOR PLYWOOD EXTERIOR W/BOARD AND
ELEV. 45.65'0009 ELEV. 4..65'(000) BATTEN 5IDING BY CLIENT(TYP)
—4- - L
GRADE I I I I GRADE m
ELEV. 45.00'(--1 514'il ELEV. 45.00'(-1 3/4')
- - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - �LJ - - - - - - - -- - -------
'I 'El /A /A
E3 T- 4 FR01=05E-L� NOR
SCALE= 1/4" _ l'-0"
SCALE= 1/4" _ l'-0"
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE DESCRIPTION:
RED ro�cy�� „/„/2020 PERMIT PROPOVED ELEVATION„/'A/iD,JECTIO/I f
F
9 �.
9086 �”' CAD FILE NAME:
O
V-1 I 20_2075_A-02_ELEV f r-CTIO/I
N E M S C H I C K :3 I LV E R MA N A R C H I T E CTS PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." LAND,/' FARM
10/29/2020 20-2075
..............—........--..........._..._... . ........................................ .��... ..._.._......... - ....... -
_..
_.._...._............. - _. SCALE: DRAWING NO.:
CUTCHOGUE, NX
160 MAIN STREET SUITE 200 ......_..__ _.._... .......__............ _.........._........_ ..._......... ._._...._.............._............. .._ .................. _.._-................_ --- _.._._... AjfHOW
SAYVILLE, NEW YORK'. 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: —
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com
COPYRIGHT 2017 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1000 96 1 10.1 EL A2