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Home My WebLink About49352-Z Architect: PROJECT: CURTISS A.D. James Curtiss, R.A. LC:;; ' 1527 Franklin Avenue- Ste. 306 Ulf, a ' �' ,� o Mineola, N.Y. 11501 wCn � NEW 091718.702.7354 uzr ® if jcurtissarch@gmail.com i g � tz r V (J ff I& I # `� z = Www.curtissad.com out N ROAh D LV " 3 ® ^ A 1 11 � ^\`\ '\.. Owner: 1 1 NF REALTY GROUP LLC a IF Ar 'A �`•� 0 3r 9n ® 39' _ --®' - \ c/o Thomas Juul-Hansen, LLC G � 15 Maiden Lane, 19th Floor VMUM MOM ® ' \ \ \ New York, N.Y. 10038 N / \ 212.929.7109 U IJE 114 MEM1 F ILL F IL F IL f I E I E & W Z Em RM s �-;® \ �. DRAWING LIST: -p► p ��J Consultants: crI � \ �. 9 o p \ Structural Engineer: 1. TITLE SHEET-SITE PLAN A-001.00 Q 2. PROJECT NOTES, LEGEND& PLMB RISER A-002.00 Reilly Tarantino 3. GENERAL NOTES &CONDITIONS A-003.00 _ `Z 100 Park Blvd. 4. SCHEDULES &WALL TYPES A-004.00 W I #209 5. ENERGY CODE, TABLES, DETAILS A-005.00 -•�_• Massapequa Park, New York, 11762 6. FOUNDATION PLAN A-100.00 C/) phone 631.724.7888 7. FIRST FLOOR PLAN A-101.00 8. SECOND FLOOR A-102.00 9. ROOF PLAN A-103.00 10, GARAGE PLAN A-104.00 60' 72.0' 72.0' o ( 11. FRONT AND LEFT SIDE ELEVATIONS A-200.00 I 12. REAR AND RIGHT SIDE ELEVATIONS A-201.00 13, BUILDING SECTIONS A-300.00 14, BUILDING SECTIONS AND DETAILS A-301.00 -'� APPROVED AS NOTED 15, DETAIL SECTIONS A-400,00 I PROPOSED rn DATE•. �0�0'0�3 B.P.# STRUCTURAL SET FROM REILLY-TARANTINO PROPOSED ONE-STOR yo?•�y. GENERAL NOTES ON S-001 PREPARED BY REILLY- I DRIVEWAY GARAGE I NOTIFY BUILDING DEPARTMENT AT TARANTINO ENGINEERING TO SUPERSEDE ALL STRUCTURAL NOTES ON A-003.00 I � 63i 765-1802 8AM TO 4PM FOR THE 4 FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUinED 16. GENERAL NOTES 5-001 ( 72.0' , R POURED CONCRETE 17. FOUNDATION PLAN FO-100 74,0' PRC?P SED 144.1 2 ROUGH-FRAMING&PLUMBING 3. INSULATION 18. FIRST FLOOR FRAMING PLAN S-100 ENCLOSED !. FINAL-CONSTRUCTION MUST 19. SECOND FLOOR FRAMING PLAN S-101 I ( ONE-STORY HALL 75 BE COMPLETE FOR C.O. 20. ROOF FRAMING PLAN S-102 AM CONSTRUCTION SHALL MEET THE REtaUIREMENTS OFTHE CODES OF NEW 21, GARAGE FOUNDATION & FRAMING PLAN S-103 PROPOSED 210.6' 72 0' 74.0' 0 2 I YORK STATE NOT RESPONSIBLE FOR 22. FIRST FLOOR BRACED WALL PLAN BW-100 23. SECOND FLOOR BRACED WALL PLAN BW-701 I OESIGdtIQfl00NSTRUCTONERRORS 24. TYPICAL WOOD FRAMING DETAILS I S-700 25. TYPICAL WOOD FRAMING DETAILS II S-701 PROPOSED 26. TYPICAL WOOD FRAMING DETAILS III S-702 TWO-STORY ( I 27. TYPICAL WOOD FRAMING DETAILS IV S-703 I FRAME DWELLING 0.2 I I PATIO co 72.0' 2.0' JSeal: 0 L / 72.0' I 72.0' / LJ ZONING INFORMATION APPROVALS P SITE PLAN BASED ON SURVEY BY JOHN C. EHLERS LAND SURVEYING. ( 5 0.2 REFER TO SITE PLAN BY JEFFREY T. BUTLER,P.E.P.C. FOR SEPTIC AND DRYWELL DESIGN AND LOCATIONS, UTILITIES, SITE DESIGN AND IMPROVEMENTS Q a THIS PROJECT IS FILED WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES m39 27.1 �© APPLICATION REFERENCE#R-22-1465 I / �OF 6073 OREGON ROAD CUTCHOGUE,N.Y.11935 TAX MAP#1000-082-02-02 0 LOT COVERAGE(SF): ALLOWED EXISTING PROPOSED TOTAL / ZONE: R-80 I --� 125,598.0 � � 125,598.0 LOT SIZE 2.88 ac 2.88 ac BUILDING AREA: 20% I INIS PROPOSED: I I --- No. Date Submission / Revisions 1. DWELLING 1 5,460.7 5,460.7 I 2. HARDSCAPE 2,994.3 2,994.3 �-- 8.8.22 FILE FOR BUILDING PERMIT TOTAL 8,455.0 8,455.0<25,119.6 -��` e 0.1 10.21.22 GENERAL REVISIONS 2�® GENERAL REVISIONS SETBACKS&PERMITTED DIMENSIONS ALLOWED EXISTING PROPOSED ® 0.2 5.3.2 FILE FOR BUILDING PERMIT FRONT 60.0' 210.6' W �.--- -` REAR ( 75.0' I ( 144.1' MIN.SIDE YARD. 20.0 52'.3 (AGG.45.0') I (AGG. 133.9') ® Qr, BUILDING HEIGHT 35.0' I 27.42' 30 ® U NUMBER OF STORIES 2X2 2 PROPOSED HOUSE IS 2 STORIES. FIRST FLOOR IS SET AT 74.0' GRADE PLANE*IS SET AT 72.4' *GRADE PLANE AVERAGE*: 1. 72.0' (� 2. 72.0' 3. 72.0' Project Address: 4. 72.0' W 5. 72.0' -, 6. 72.0' 6073 OREGON ROAD 0 7. 72.0' 8. 72.0' I\ LOT 3 9. 74.0' 10. 74.0' ' 720 =72.4' ,� C U T C O G U E ® NEW YORK, 11935 c Date: 5.3.23 Project No: 22.001 Scale: AS NOTED ® Drawn By: Jc Dwg. Title: o TITLE SHEET - +1- 31416 a SITE PL AN Dwg. No.. I i ' x I OREGON OAD i00 I Page: 01 OF 27 Architect: STABILIZE ENTIRE PILE WITH VEGETATION OR COVER ABBREVIATIONS LEGEND: D.O.B. GENERAL NOTES CURTISS A.D. James Curtiss, R.A. ABBREVIATIONS PERTAIN TO ARCHITECTURAL DRAWINGS ONLY. REFER TO CONSULTANTS DRAWINGS FOR THEIR ABBREVIATIONS. SCOPE OF WORK: NEW RESIDENCE PROPOSED CONSTRUCTION1527 Franklin Avenue - Ste. 306 2 % PERCENT DW DISHWASHER H.B. HOSE BIB O.C. OR o.c ON CENTER SUSP. SUSPENDED DROP ARCH OR CONDITION ABOVE 1. ALL WORK TO CONFORM TO THE LATEST REQUIREMENTS OF THE 2020 RESIDENTIAL Mineola, N.Y. 11501 CODE OF NEW YORK,ADOPTS WITH AMENDMENTS 2018 INTERNATIONAL & AND DWG(S) DRAWING(S) HC HOLLOW CORE OCC OCCUPANT sv SHEET VINYL RESIDENTIAL CODE.2017 UNIFORM CODE SUPPLEMENT,AND THE 2020 ECC ENERGY AT H.C. HANDICAPPED O.D. OUTSIDE DIAMETER CODE. FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,THE 718.702.7354 E EAST O/H OR OVHD OVERHEAD POUND OR NUMBER HDWD HARDWOOD T TREAD PROPOSED POURED CONCRETE BEST OF TRADE PRACTICES,AND THE REQUIREMENTS OF ANY OTHER jcurtissarch@gmail.com p EA EACH HDWR HARDWARE OPN'G(S) OPENING(S) TBD TO BE DETERMINED FOUNDATION WALL AND FOOTING AUTHORITY HAVING JURISDICTION. www.curtissad.com EIFS EXTERIOR INSULATION& A.C.T. ACOUSTICAL CEILING TILE HM HOLLOW METAL OPP OPPOSITE TEL TELEPHONE GRADE FINISH SYSTEM (DOORS AND FRAMES) Owsi OPEN WEB STEEL JOIST TEMP TEMPERATURE OR TEMPORARY GENERAL NOTES Owner: ADD'L ADDITIONAL EJ EXPANSION JOINT ALIGN ADJ ADJACENT OR ADJUSTABLE EL ELEVATION HORZ. HORIZONTAL oz. OUNCE TER TERRAllO DENOTES ALIGNMENT OF 1. SEE GENERAL NOTES ON A-003.00 FOR ADDITIONAL REQUIREMENTS. NF REALTY GROUP LLC INSTALLATION NOTES: AFF ABOVE FINISHED FLOOR ELEC ELECTRIC OR ELECTRICAL HR HOUR PERF. PERFORATED T&G TONGUE&GROOVE INDICATED SURFACES 2. NO WORK TO BEGIN UNTIL A PERMIT IS ISSUED BY THE TOWN OF SOUTHOLD OR ANY ALT ALTERATION OR ALTERNATE HSS HIGH STRENGTH STEEL PL PLASTER THK THICK OTHER GOVERNING JURISDICTION. c/o Thomas Juul-Hansen, LLC EMER. EMERGENCY HGT HEIGHT PLAM PLASTIC LAMINATE T.O. INTERIOR DIMENSIONS ARE FROM FINISH-TO-FINISH.WALL TYPES ARE ON A-004.00 15 Maiden Lane, 19th Floor .O. TOP OF AREA CHOSEN FOR STOCKPILING SHALL BE DRY AND STABLE ALUM ALUMINUM ENCL ENCLOSURE SECTION REFERENCE NUMBER 4. REFER TO A-400.00 FOR ALL CONNECTIONS,FASTENERS,AND STRAPPING MAX.SLOPE SHALL BE 1/2 ANDD. ANODIZEEP ELECTRIC PANEL HVAC HEATING,VENTILATION AND PLYWD PLYWOOD TOC TOP OF CONCRETE DRAWING REFERENCE NUMBER REQUIREMENTS. New York, N.Y. 10038 UPON COMPLETION OF STOCKPILING EACH PILE SHALL BE APPROX. APPROXIMATE ELEV ELEVATOR AIR CONDITIONING POL POLISHED TOS TOP OF STEEL 5. ELECTRICAL INSPECTIONS ARE REQUIRED BY TOWN OF SOUTHOLD ACCEPTED AGENCY, 212.929.7109 SURROUNDED ARCH ARCHITECTURALHWH HOT WATER HEATER POLY POLYETHYLENE OR TPO THERMOPLASTIC POLYOLEFIN _J VERIFY WITH AGENCY TYPE AND SCHEDULE OF INSPECTIONS, WITH SILT FENCING OR STRAW BALES,THEN STABILIZED WITH ENG. ENGINEER 6, ALL GLAZING IN SHOWERS AND WET AREAS TO BE TEMPERED,SAFETY GLASS. VEGETATION OR COVER ASTM AMERICAN SOCIETY FOR POLYURETHANE TYP TYPICAL EPDM ETHYLENE PROPYLENE IN INCH FIR POWDER ROOM 7. ALL CONSTRUCTION WORK PERFORMED ON PREMISES ARE TO BE TESTING AND MATERIALS DIENE MONOMER UL UNDERWRITER'S INDICATES ELEVATION NUMBER A-V AUDIO-VISUAL INCL INCLUDED OR INCLUDING FIR, PAIR LABORATORIES INC. INDICATES SHEET NUMBER (SYNTHETIC RUBBER) PERFORMED BY AN APPROVED CONTRACTOR,GENERAL CONTRACTOR WILL AVG. AVERAGE INSUL INSULATED OR INSULATION PREFAB PREFABRICATED U.O.N. UNLESS OTHERWISE NOTED BE RESPONSIBLE FOR PERFORMANCE AND COMPLETION OF WORK FOR ALL 6 SOIL STOCKPILING USING SILT FENCE DETAIL EPT EPDXY PAINT INT INTERIOR PSF POUNDS PER SQUARE FOOT USG UNITED STATES GYPSUM CORP. SUB-CONTRACTORS. SCALE:N.T.S. BD BOARD EQ EQUAL PSI POUNDS PER SQUARE INCH DETAIL REFERENCE NUMBER 8. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED Consultants: BET. BETWEEN EQUIP. EQUIPMENT JANT. JANITOR PT PAINT VB VAPOR BARRIER DRAWING REFERENCE NUMBER INSURANCE CERTIFICATES,OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES BLDG BUILDING EST ESTIMATED JT JOINT PTD PAINTED VCT VINYL COMPOSTION TILE U REQUIRED BY ALL GOVERNING JURISDICTIONS. Structural Engineer: BLK BLOCK E.W.C, ELECTRIC WATER COOLER L LINEN PART. PARTITION VERT VERTICAL INDICATES AREA OF DETAIL 9. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR Reilly Tarantino BLK'G. BLOCKING EXIST EXISTING LAB LABORATORY PVC POLYVINYL CHLORIDE VEST. VESTIBULE PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS 100 Park Blvd. WIRE OR SNOW FENCING STAPLED TO POSTS, BLKD BULKHEAD EXP EXPOSED LAM LAMINATE VIF VERIFY IN FIELD INDICATES NEW DOOR IF THEY WERE INDICATED IN THE DRAWING. #209 EXTENDING INTO TRENCH W/STANDARD STRENGTH FILTER BM BEAM EXP.JT. EXPANSION JOINT LAV LAVATORY Q.T. QUARRY TILE VOL VOLUME 10. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE FABRIC WITH FLOW RATE OF 0.3 GAL./S.F./MIN.ATTACHED B.O. BOTTOM OF EXT EXTERIOR LB(S) POUND(S) QTY QUALITY VWC VINYL WALL COVERING STIPULATION OF LOCAL AUTHORITIES, BUILDING MANAGEMENT OR BOARD OF Massapequa Park, New York, 11762 TO THE FENCE&EXTENDING INTO TRENCH B/S BOTH SIDES LIN LINEAR OR LINEAL DIRECTORS. phone 631.724,7888 BSMT BASEMENT FA FIRE ALARM LT LIGHT R RISER W CLOTHES WASHER OR WEST BREAK MARK 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 5-0"LONG STEEL CHANNELS OR F.A.R. FLOOR AREA RATIO R. RADIUS W/ WITH CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. 4"x4"WOOD POSTS,2'-0"INTO GROUND, FD FLOOR DRAIN MAS MASONRY RB RESILIENT BASE WC WATER CLOSET OR A V THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND 101-01,0.C. CENTERLINE FDN FOUNDATION R.C.P. REFLECTED CEILING PLAN WALLCOVERING BRACING FOR ALL STRUCTURAL REMOVAL TASKS,THE CONTRACTOR SHALL CAB. CABINET FE FIRE EXIT MAX MAXIMUM RD ROOF DRAIN INDICATES HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR CAP. CAPACITY F.E.C. FIRE EXTINGUISHER CABINET MECH MECHANICAL RE: REFER TO WD WOOD NEW WINDOW(UO .O.N.) DURING THE EXECUTION OF THE WORK. ci CONTROL JOINT MED. MEDIUM REBAR REINFORCING BAR W/D STACKED WASHER/DRYER 12. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL GRADE CL CLOSET FBO FURNISHED BY OTHERS MEZZ MEZZANINE RED RECOMMENDED WDW WINDOW REVISION TAG DIMENSIONS REQUIRED FOR OTHER TRADES:MECHANICAL,ELECTRICAL, CLG CEILING FF FINISH FLOOR MDF MEDIUM DENSITY FIBERBOARD WIC WALK-IN CLOSET A PLUMBING, ETC. BACKFILL AND COMPACT CLK'G CAULKING FFD FUNNEL FLOOR DRAIN MFD MANUFACTURED REF, REFERENCE OR W/o WITHOUT 13. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING, REPAIRING AS EXCAVATED SOIL FH FIRE HYDRANT MFG MANUFACTURING REFRIGERATOR WP WATERPROOFING OR RSD SMOKE DETECTOR REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND CLR CLEAR FHC FIRE HOSE CABINET REINF REINFORCED OR REINFORCING WALLPAPER ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. CMU CONCRETE MASONRY UNIT FIN. FINISH MFR MANUFACTURER REP REPRESENTATIVE CARBON MONOXIDE 14. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT 4"x4"TRENCH UPSLOPE MH MANHOLE WR WATER RESISTANT AND SHALL BE PROPERLY CAPPED OR PLUGGED. COL COLUMN FIXT FIXTURE REQ'D REQUIRED WT. WEIGHT ALONG THE LINE OF POSTS MILL MILLWORK 15. ANY/ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY CONC CONCRETE FL FLOOR REV REVISION WWF WELDED WIRE FABRIC GFCI 0= OUTLET W1 HEIGHT ABOVE FLOOR CONST. CONSTRUCTION MIN MINIMUM +42" PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSTALLATION NOTES: FLUOR FLUORESCENT MISC MISCELLANEOUS RM ROOM wwM WOVEN WIRE MESH INSPECTION AND REQUIRED SIGN-OFFS. .............. CONT CONTINUOUS F.O. FINISHED OPENING R.O. ROUGH OPENING EXHAUST FAN-SEE M.ELECTRICAL EXCAVATE 4"x4"TRENCH ALONG LOWER PERIMETER OF SITE CP CONTROL PANEL MM MILLIMETER YR YEAR N INSTALL A SECTION AT A TIME,AND POSITION THE POSTS AGAINST THE BACK CPT CARPET FOB FACE OF BRICK FURNISHED BY OWNER, M.O. MASONRY OPENING S SOUTH 3068 3'0"x 6'-8"(FOR DOORS) CFM A-003.00 FOB GUARDS:AS PER R312.1 (DOWNSTREAM WALL OF THE TRENCH,NET SIDE AWAY FROM DIRECTION OF FLOW) CT CERAMIC TILE C MTL METAL GUARDS(RAILS)SHALL BE PROVIDED FOR THOSE PORTIONS OF DRIVE POST INTO GROUND UNTIL NETTING],")APPROX,2"FROM THE TRENCH BOTTOM INSTALLED BY CONTRACTOR SC SOLID CORE OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS,RAMPS,AND REVISION.PRE-PERMIT LAY THE TOE-IN FLAP OF FABRIC INTO THE UNDISTURBED BOTTOM OF THE TRENCH, CTR CENTER FPSC FIREPROOF SELF CLOSING DOOR N NORTH SCHEID. SCHEDULE OR SCHEDULED A GENERAL USE RECEPTACLE DISTRIBUTION AND COUNTERTOP RECEPTACLES TO LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES MEASURED STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH CF CUBIC FEET FP FIREPROOFING NAT NATURAL SCWD SOLID CORE WOOD DOOR FOLLOW NOTES:AS PER E3901.2&E901.4 OF 2020 RESIDENTIAL CODE OF VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN JOIN SECTIONS AS SHOWN ABOVE. CY CUBIC YARDS FIR FIRE RATED OR FIRE RATING NDL NO DOLLAR LIMIT S.D. SMOKE DETECTOR A# REVISION.POST-PERMIT N.Y.STATE. 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. FT FOOT OR FEET NIC NOT IN CONTRACT SECT. SECTION THE DRAWING REPRESENT THE MINIMUM REQUIREMENT NECESSARY TO SATISFY INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. D CLOTHES DRYER FTG FOOTING NO,OR No. NUMBER SF SQUARE FOOT/FEET REQUIRED RECEPTACLE LOCATION.VERIFY WITH OWNER ALL ADDITIONAL HEIGHT:R312.1.2. 5 SILT FENCE DETAIL DGG DENSGLASS GOLD FIREGUARD FURR FURRING NOM NOMINAL SHT. SHEET RECEPTACLE LOCATIONS.LOCATIONS CANNOT BE LESS THAN WHAT ARE ON THESE REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING SCALE:N.T.S. DEG. DEGREE PLANS. . STAIRS,PORCHES,BALCONIES,OR LANDINGS,SHALL NOT BE LESS FUT. FUTURE NTS NOT TO SCALE Sim SIMILAR THAN 3-0"(36 INCHES)IN HEIGHT MEASURED VERTICALLY ABOVE THE DEMO DEMOLITION GA OR ga. GAUGE SPEC SPECIFICATION SMOKE&CARBON MONOXIDE ALARMS:AS PER R-314, R-315: ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE D.F. DRINKING FOUNTAIN GAILY GALVINIZED SPR SPRINKLER SMOKE ALARMS&CO DETECTOR NOTES AS PER SECTION R314-315 OF THE 2020 NOSINGS. DIAG, DIAGONALGB/GYP.BD GYPSUM BOARD S. OR SQUARE RESIDENTIAL CODE OF NEW YORK STATE: EXCEPTIONS: DIA.0 DIAMETER G.C. GENERAL CONTRACTOR S.S. STAINLESS STEEL ALL SMOKE&CARBON MOXIDE ALARMS TO COMPLY WITH SECTION R314-315 OF THE 2020 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A DIFF DIFFERENCE OR DIFFERENTIAL N.Y.S.RESIDENTIAL BUILDING CODE,LATEST EDITION PROVIDE SMOKE DETECTOR IN HEIGHT OF NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM DIM DIMENSION or GFI GROUND FAULT INTERRUPTER ST STONE EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE VICINITY OF THE A LINE CONNECTING THE NOSINGS, 2 RE-BAR,STEEL PICKETS,OR DIMMER(LIGHTING) GL GLASS STD STANDARD BEDROOMS AND IN THE BASEMENT A CARBON MONOXIDE DETECTOR ON ANY STORY 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON 2"x2"STEEL STAKES 1-1/2"TO 2"IN GROUND DN DOWN GP GEORGIA-PACIFIC STL STEEL HAVING A SLEEPING AREA,WITHIN 15 FEET OF THE SLEEPING AREA.ALL DETECTORS TO THE OPEN SIDE OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT ANGLE FIRST STAKE TOWARD PREVIOUSLY WIRE OR NYLON BOUND BALES DR DOOR GYP GYPSUM STOR. STORAGE BE HARDWIRED TOGETHER WITH BATTERY BACKUP LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES AS LAID BALE PLACED ON THE CONTOUR DTL DETAIL G.W.B. GYPSUM WALL BOARD STRUCT STRUCTURAL GENERAL STAIR NOTES: MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS, R311.7.1 -WIDTH:STAIRWAYS SHALL NOT BE LESS THAN 36"IN CLEAR WIDTH AT ALL R312.1.3 OPENING LIMITATIONS: POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING R311.7.2-HEADROOM- THE HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN 61-8" SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING ORSeal: OF A SPHERE 4"IN DIAMETER, FLOW FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE EXCEPTIONS: STAIRWAY. 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, 8'DSiTH R311.7.5.-STAIR TREADS AND RISERS: THE RISER HEIGHT SHALL NOT BE MORE THAN 8 FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD, X",THE TREAD DEPTH SHALL NOT BE LESS THAN 9". SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. INSTALLATION NOTES: R3117.8.-HANDRAILS: HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34"AND NOT MORE 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE D THAN 38".HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 X8 INCHES IN BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT WALLS CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. DIAMETER, EACH BALE SHALL BE EMBEDDED IN THE SOIL MINIMUM OF 4" EACH BALE SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BAR DRIVEN THROUGH THE BALES,ANGLED TOWARDS PREVIOUSLY SECURED BALE TO ALL BOND REMOVE BALES WHEN THEY SERVED THEIR USEFULNESS SO NOT TO BLOCK THE SITE'S FINAL DRAINAGE STRAW BALE EMBEDDING DETAIL 00 4 SCALE: N.T.S. I I POOL & HOT TUB NOTES: 14"VTR 14"VTR SWIMMING POOLS,SPAS,AND HOT TUBS TO FOLLOW THE GUIDELINES OF SECTION 8326 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.SWIMMING POOLS SHALL BE BATH_5 BATH_4 [BATH T I I [-PRIM-ARY BATH I COMPLETELY ENCLOSED BY A PERMANENT BARRIER COMPLYING WITH SECTIONS I R326.4.2.1 THROUGH R326.426.BELOW IS A SUMMARIZATION OF CERTAIN 1 2" REQUIREMENTS, I R326.4.2.7 GATES-GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS T T _T R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING REQUIREMENTS. 1 0 R326.4.2,7.1 -SELF-CLOSING AND OPENING CONFIGURATION,ALL GATES SHALL BE 1Y 1;/2.' 1 2" 11Y2' 1Y2" 12" 1 2" 1Y2" 1;Y/2. 1y2" 1y2" 2" SELF-CLOSING, IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE 2" 1 2" 1Y2" 1,Y2" GATE SHALL OPEN OUTWARD,AWAY FROM THE POOL. R326.4.2.7.2.•-LATCHING.ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH No. Date Submission Revisions FLL HANDLE LOCATED WITHIN THE ENCLOSURE STABILIZE ENTIRE PILE WITH 2 FL_ VEGETATION OR COVER 1 17? 1�77 1 _J1 SECOND FLOOR R326.4,2.7.3-LOCKING.ALL GATES SHALL BE SECURELY LOCKED WITH A KEY, 8.8.22 FILE FOR BUILDING PERMIT -7 COMBINATION OR OTHER CHILD-PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO 0.1 10.21.22 GENERAL REVISIONS 311 Y2' 2" 2" 1Y2' 3" THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN 2" 1Y2" ly2.' 3" 2" 1Y2" 3" 2" 1Y2" 3" C.O. USE OR SUPERVISED. GENERAL REVISIONS 10 R326.4.2.8.-DOORS WITH DIRECT ACCESS TO THE POOL THROUGH A BARRIER WALL 0.2 5.3.23 C.O. SHALL BE EQUIPPED WITH AN ALARM THAT PRODUCES AN AUDIBLE WARNING WHEN THE FILE FOR BUILDING PERMIT DOOR AND/OR ITS SCREEN ARE OPENED, SWIMMING POOL SHALL BE EQUIPPED WITH AIN APPROVED POOL ALARM DEVICE, �3' THE ALARM SHALL BE CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND KITCHEN WDR ROOM BATH 2 LAUNDRY GIVING AN AUDIBLE ALARM WHEN IT DETECTS A CHILD ENTERING THE WATER.THE r LEGEND ALARM SHALL BE CLASSIFIED BY UNDERWRITERS LAB OR OTHER APPROVED PLUMBING RISER NOTES -T INDEPENDENT TESTING LAB)TO REFERENCE STANDARD ASTM F2208 AND SHALL 2"_ PRODUCE AUDIBLE POOLSIDE AND AT ANOTHER LOCATION ON THE PREMISES WHERE 1. ALL POTABLE WATER LINES TO BE Y4"TYPE'UCOPPER. F_ - i SINK 2. ALL WASTE&VENT PIPING(ABOVE GRADE)TO BE THE SWIMMING POOL IS LOCATED.ALL DEVICES SHALL BE INSTALLED,USED AND SCHED.40 P,V.C. MIN.BELOW GRADE TO BE E.H.C.I. jy,-,l 1Y2" MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL PIPING BELOW GRADE TO BE CAST IRON 2"1 ISLANDS ICOUNTER 2 2" 11Y2" 12" 1 1y2" TOILET - SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION 3. VERIFY W/OWNER WATER SUPPLY FOR NEW REFRIGERATOR I 4. VERIFY W/OWNER INSTALLATION OF POT FILLER AT STOVE I I I I THROUGHOUT THE POOL AND SPA,AND SHALL BE PROTECTED AGAINST USER i n i SHOWER ENTRAPMENT. _`T-7 I FIRST FLOOR PROVIDE SUCTION FITTINGS AS PER R326.6.2. *NOTE: BATHTUB PROVIDE ATMOSPHERIC VACUUM RELIEF SYSTEM AS PER R326.6.3 PLUMBING CONTRACTOR TO BECOME FAMILIAR WITH ALL 1y2" 1Y2" 3" 1Y2" 31, 2" 1Y2" 2" PROVIDE DUEL DRAIN SEPARATION AS PER R326.6.4 PLUMBING REGULATIONS IN THE TOWN OF SOUTHOLD C.O. C.O. CLEAN OUT POOL CLEANER FITTINGS TO COMPLY WITH R326.6.5 STRAW BALES OR PRIOR TO ANY PLUMBING WORK. C.O. THE PROPOSED SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY Project Address: SILT FENCE BARRIER DURING INSTALLATION OR CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH R326.5.2.OF THE NYS SUPPLEMENT. WASHING MACHINE - THE PROPOSED SWIMMING POOL SHALL BE SURROUNDED BY A PERMANENT PLUMBING RISER ONCE CONSTRUCTION IS COMPLETE IN COMPLIANCE WITH R326.5.3 OF THE NYS 6073 OREGON ROAD 2 SCALE:N.T.S. BASEMENT SUPPLEMENT. 3 SOIL STOCKPILING IDETAIL -T LOT 3 SCALE:N.T.S. CUTCHOGUE NEW YORK, 11935 C.O. 4" 'T F.A.I.TO APPROVED Date: 5.3.23 SANITARY SYSTEM Project No: 22.001 HOUSE TRAP Scale: AS NOTED Drawn By: 3C Dwg. Title: PROJECT NOTES, LEGEND, & PLIVIB. RISER Dwg. No.: M& F- 002MOO Page: 02 OF 27 B.GENERAL NOTES AND CONDITIONS: Architect: 8. BACKFILLING OF WALLS IN INTERIOR AREAS WHERE CONCRETE SLABS WILL BEAR ON GRADE SHALL BE 14.REMOVE TOPSOIL AND OTHER MATERIALS BEFORE POURING SLAB.SLABS ON GRADE SHALL BE POURED F.(FINISH CARPENTRY) 3. CAULK AT EXTERIOR DOOR FRAMES,WINDOW FRAMES,AND ELSEWHERE TO ENSURE A A.D.GENERAL NOTES ON S-001 PREPARED BY REILLY-TARANTINO ENGINEERING TO SUPERSEDE ALL GRITS OR BACKRUN GRAVEL,WELL COMPACTED,BROUGHT TO A SUBGRADE OF 8"BELOW FINISH FLOOR ON 4"OF COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL PLACED OVER UNDISTURBED SOIL. WEATHERPROOF JOB;USING GUN APPLICATION.ALL SURFACES TO RECEIVE CAULKING TO BE DRY C ISS ` STRUCTURAL NOTES ON THIS PAGE. LINE OR AS CALLED FOR IN THE DRAWINGS. 18. FOR PAINTED PARTITION WALLS,ALL PARTITIONS SHALL BE TAPED,SPACKLED SMOOTH,AND AND THOROUGHLY CLEANED OF ALL LOOSE PARTICLES OF DIRT AND DUST,OIL,GREASE,OR OTHER James Curtiss, R.A. 15.FOUNDATION WALLS SHALL BE WATERPROOFED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH SANDED READY TO RECEIVE PAINT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND FOREIGN MATTER. ' 9. BACKFILLING OF EXTERIOR FOUNDATION WALLS SHALL BE CLEAN GRAVEL,WELL COMPACTED,BROUGHT EITHER A CEMENTIOUS PLASTER COATING,BENTONITE CLAY,OR ANOTHER APPROVED METHOD INDUSTRY STANDARDS. 1527 Franklin Avenue- Ste. 306 (CONTINUED FROM A 002.00) /0.2 TO A SUBGRADE OF 8"BELOW SIDEWALK PAVING. 19. MOISTURE RESISTANT GYP.BD.TO BE USED IN AREAS SUBJECT TO MOISTURE OR IN DIRECT PROVIDE REG-ET OF TIE INTO BASE COURSE FLASHING 4. ALL INSULATION SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE Mineola, N.Y. 11501 1. OWNER SHALL SELECT ALL: CONTACT WITH CONCRETE. OF THE INSULATION.INSULATION SHALL BE INSTALLED IN SUCH A MANOR THAT PROVIDES 10. BACKFILLING OVER UTILITIES RUNNING OVER PAVING AREAS SHALL BE OF GRITS.REMAINDER OF SITE 16.CONCRETE FIVISHES WILL BE AS FOLLOWS:FLOORS-SMOOTH STEEL TROWEL FINISHES;WOOD FLOAT AT 20. TILED WALL AREAS IN TO HAVE CEMENT BACKERBOARD. CONTINUITY OF INSULATION AT PLATE LINES.SILL LINES AND CORNERS. SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDING. CRAWL SPACES.WALLS OF EXPOSED CONCRETE SHALL HAVE NAP TIE HOLES FILLED.PROVDE 1"LEVEL 21. TILE AS SELECTED BY OWNER ON FULL MORTAR BED WITH 2x2-16/16 GUAGE WWM ON CLEAVAGE 718.702.7354 1.1. INTERIOR FINISHES 1.2. FLOORING CONCRETE SLAB AT CRAWL SPACES. MEMBRANE icuftissarch@gmail.com 11. BRING GRADE TO WITHIN FOUR INCHES OF THE REQUIRED FINISH GRADE.SPREAD TOPSOIL TO PROVIDE 22. ALL FLOOR TILE TO HAVE A COEFFICIENT OF FRICTION(SLIP RESISTANCE)OF >0.6% WHEN WET 5. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS.ALL COLORS AND FINISHES,ETC., �g 1.3. INTERIOR WALL TREATMENTS SHALL BE REVIEWED BY OWNER AND A WATER ABSORPTION OF<0.5%. . 1.4. WWW.CUrtISSad.COm APPLIANCES 17.STEP FOOTINGS WHERE ELEVATION CHANGE,1 VERTICAL TO 2 HORIZONTAL. 1.5. EQUIPMENT 12. FINISH GRADE AS REQUIRED.DISPOSE OF ALL SURPLUS EXCAVATED MATERIALS;PROVIDE ALL FILL AND TOPSOIL TO PROVIDE FINAL GRADING AS INDICATED IN THE DRAWINGS. E.WOOD FRAMING 6. PROVIDE FLASHING AROUND ALL CONNECTIONS,VALLEYS,HIPS,CORNERS,AND RIDGES,TYP. Owner: 1.6. PLUMBING FIXTURES 16.CONNECTIONS(SEE STRUCTURAL NOTES): 1.7. LIGHTING FIXTURES 13. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN REFER TO CHAPTER 23 OF THE BUILDING CODE OF NEW YORK STATE FOR ALL CODE RELATED ISSUES JOISTS HANGERS,FRAMING ANCHORS&RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIM 7. INSTALL ICE DAM PROTECTION T-0"FROM EDGE OF ROOF,AS REQUIRED. NF REALTY GROUP LLC 2. ARCHITECT: POINTS WHERE ELEVATIONS ARE GIVEN.ABRUPT CHANGES IN SLOPES SHALL BE WELL-ROU NDED.PITCH INCLUDING SHEAR WALLS. GALVANIZED STEEL MANUFACTURED BY SIMPSON,TECO OR APPROVED EQUAL. SPECIAL NAILS AS K.ENERGY NOTES c/o Thomas Juul-Hansen, LLC ALL GRADE AWAY FROM BUILDING. 1. TERMITE PROTECTION SHALL BE BY MEANS OF CHEMICAL TREATMENT OR METAL TERMITE SHIELD. SUPPLIED BY MANUFACTURER SHALL BE USED FOR REQUIRED NAILING. 15 Malden Lane, 19th Floor METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY TECO,SIMPSON OR 1. THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,THE DRAWINGS CONFORM TO 2.1. LIMITS HIS RESPONSIBILITY IN REGARDS TO THESE DRAWINGS TO THE EXTENT OF THE WORKAPPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. New York, N.Y. 10038 AS SHOWN AND SPECIFIED. IT SHALL BE UNDERSTOOD THAT THE SCOPE OF THESE DRAWINGS 14. GRADE MIN 6"FOR FIRST 10'-0"AS PER R401.3 OF THE N.Y.S.BUILDING CODE,LATEST EDITION. 2. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES U.O.N. 2. DOORS,FRONT,SIDE,INSIDE TO GARAGE;U-.40.DOOR INFILTRATION SHALL NOT EXCEED 1.0 CFM PER 212.929.7109 INCLUDE ONLY ARCHITECTURAL INFORMATION AND THAT NO FURTHER LIABILITY WILL BE JOISTS SHALL BE ANCHORED TO CONCRETE WALLS NO LESS THAN EVERY 4 FEET USING THE ABOVE ASSUMED BY THE ARCHITECT BEYOND THESE SIGNED AND SEALED DRAWINGS. 15. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF EXCAVATION ON ANY PART OF THE SITE 3. WOOD SILLS ON CONCRETE TO BE PRESSURE TREATED,2"x6"ANCHORED TO FOUNDATION BY%"DIAM. MENTIONED METAL ANCHORS. LINEAR FOOT OF CRACK WHEN TESTED AT IMPACT PRESSURE OF 25 MPH WIND. REVEALS FILL OR GROUND WATER. ANCHOR BOLTS PLACED 12"FROM EACH END OF PLATE SECTION,WITH INTERMEDIATEBOLTS PLACED, 3, WINDOWS,SLIDING GLASS DOORS,ALL GLASS,UU�32.WINDOW INFILTRATION SHALL NOT EXCEED 1.0 2.2. ARCHITECT SHALL NOT BE "E ARCHITECT THE WORK.THE OWNER WILL HOLD HARMLESS, SPACED MAXIMUM OF 30"O.C.AT ALL SILL PLATES(MIN.2 PER SILL PIECE).EACH BOLT SHALL BE A MIN, 17.SOLID LUMBER JOISTS: CFM PER LINEAR FOOT OF CRACK WHEN TESTED AT IMPACT PRESSURE OF 25 MPH.WIND. INDEMNIFY,AND DEFEND THE ARCHITECT FROM ANY CLAIM OR SUIT WHATSOEVER, 16. CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN(7)DAY CONCRETE CURE 21"LONG WITH A MIN.OF 15"EMBEDDED INTO THE CONCRETE.EACH PLATE SHALL HAVE A MINIMUM OF NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE MEMBER 4. EXTERIOR JOINTS AROUND DOORS,WINDOWS,WALLS,CEILINGS,ETC...SHALL BE CAULKED, INCLUDING,BUT NOT LIMITED T0,ALL PAYMENTS,EXPENSES OR COSTS INVOLVED,ARISING TIME USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING THE WALLS.BRACE TWO ANCHOR BOLTS.FOR POCKET BEAMS PROVIDE Y2"AIR SPACE AT END,TOP&SIDES. AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. GASKETED,WEATHER-STRIPPED,OR OTHERWISE APPROPRIATELY SEALED AS REQUIRED. FROM THE CONTRACTOR'S PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S WORK TO WALLS AS REQUIRED.WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR NOTCH DEPTH AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH OF THE DEPTH OF THE 5. PROVIDE DRAFT STOPPING IN THE FLOOR ASSEMBLIES CONFORM TO THE DESIGN INTENT AND THE CONTRACT DOCUMENTS. CONSTRUCTION IS IN PLACE,PROVIDE TEMPORARY BRACING. 4. ALL WOOD PCSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO MEMBER.HOLES BORED OR CUT INTO SOLID LUMBER JOISTS,RAFTERS OR BEAMS SHALL NOT BE CLOSER 6, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT THE SIZE DESIGN AND TYPE OF 2.3. SHALL NOT HAVE CONTROL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, CONCRETE BASE.ALL POSTS RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES BOLTED OR THAN 2 INCHES TO THE TOP OR BOTTOM OF THE JOISTS,OR TO ANY OTHER HOLE LOCATED IN THE MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL IF REQUIRED BY THE BUILDING Consultants: METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS AND 17. ALL FILL SHALL BE PLACED IN 8"LOOSE LIFTS(MAX.)COMPACTED W/VIBRATORY ROLLERS/PLATES TO WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING PLATES AND MOISTURE BARRIERS SHALL BE MEMBER. DEPARTMENT. PROGRAMS IN CONNECTION WITH THE WORK IN ACCORDANCE WITH THE CONTRACT PROVIDE A MINIMUM OF 95%OF THE MAX.DRY DENSITY(ASTM D1557).FILL MATERIAL SHALL QUALIFY AS PROVIDED. WHERE THE MEMBERS ARE NOTCHEDTHE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH.' Structural Engineer: DOCUMENTS. SELECT,WITH LESS THAN 10%PASSING NO.200 SIEVE. THE DIAMETER OF THE HOLE IN JOISTS SHALL NOT EXCEED ONE-THIRD OF THE DEPTH OF THE MEMBER. 7. ALL DOMESTIC HOT WATER 140 DEGREES MAXIMUM SETTING.HEATER TO HAVE IMPUT OF 75,000 2.4. ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR THE INSPECTION OR SUPERVISION OF THE 5. ALL LUMBER EXCEPT LAMINATED BEAMS AND WOOD I-JOISTS SHALL BE K.D.DOUGLAS FIR WITH THE BTU's OR LESS WITH CAPACITY OF NOT LESS T HAN 20 GAL.NOR MORE THAN 120 GAL.W/RECOVERY Reilly Tarantino CONSTRUCTION PROJECT. 17. ALL CONCRETE WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO RESIST WIND LOAD OF FOLLOWING MINIMUM VALUES:Fb=1,200 PSI,Fv=95 PSI AND E=1,600,000 PSI. 18.NOTCHING AND BORING: EFFICIENCY OF 75% 100 Park Blvd. 3. GENERAL CONTRACTOR SHALL: 24 PSF.NOTE THAT FLOOR AND ROOF DIAGHRAMS WILL PROVIDE ULTIMATE STABILITY FOR WALLS.UNTIL NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENT OF THE STUD DEPTH. #209 THESE ARE IN PLACE,CONCRETE WALLS SHALL NOT BE BUILT WITHOUT BRACING. 6. WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE USED.UNLESS OTHERWISE SHOWN.PROVIDE BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE OF THE HOLE SHALL 8. INSULATE ALL DUCTS AND PIPING AS REQUIRED BY CODE.ALL DUCTWORK LOCATED IN 3.1. OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS,INSPECTIONS,CERTIFICATES,TESTS, C.CONCRETE METAL CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST HANGERS,HURRICANE TIES,POST CAPS. NOT BE CLOSER THAN 5/8 INCHES TO THE EDGE OF THE STUD. UNCONDITIONED SPACE SHALL BE SEALED AS PER SECTION 403.11(6)AND INSULATED AS PER Massapequa Park, New York, 11762 7 AND SURVEYS. 1NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. SECTION 403.10 OF THE STATE ENERGY GODS. phone 631.724.7888 . ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI 318 REINFORCED CONCRETE BUILDING . PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS.REFER TO A 206.00 FOR ALL REQUIRED CONNECTIONS, 3.6. REQUIRED TO PROVIDE THE OWNER WITH ALL REQUIRED LICENSES,INSURANCE C ' FASTENERS,AND STRAPPING REQ.'S. 19.ENGINEERED LUMBER:(REFER TO R502.8 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK 9• REFER TO DETAIL DRAWINGS FOR THERMAL TRANSMITTANCE OF WALLS,CEILINGS,ROOFS,AND CERTIFICATES,AND INSURANCE COVERAGES. CODE,LATEST EDITION AND TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE OR LOCAL ) 3.7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND CODES,WHICHEVER GOVERNS. NOTCHES,HOLES,ETC.IN ENGINEERED LUMBER SHALL BE IN STRICT COMPLIANCE WITH FLOORS. ALL ENGINEERED LUMBER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE W/MANUFACTURER'S MANUFACTURER'S GUIDELINES. . 10. EFFICIENCY OF HEATING EQUIPMENT SHALL NOT BE LESS THAN 75%. NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH 8RECOMMENDATIONS AND SPECIFICATIONS,FOLLOW RECOMMENDATIONS FOR BEARING,FASTENING,AND THE WORK. 2. ALL CONCRETE WORK FOR FOUNDATION AND FLOOR SLABS IS TO BE 1:2:4(PORTLAND CEMENT,SAND, 3.8. NOTIFY THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS IF ANY QUESTIONS ARISE GRAVEL OR STONE AGGREGATE)MIX. BRACING REQUIREMENTS.PRE-ENGINEERED JOISTS SHALL BE WOOD I-SECTIONS WITH CONTINUOUS 20.PERPENDICULAR FLOOR JOISTS AND BRACED WALL CONNECTIONS: WEBS.JOISTS SHALL BE INSTALLED IN CONFORMANCE WITH ALL MANUFACTURER'S RECOMMENDED WHERE THE FLOOR FRAMING IS PERPENDICULAR TO THE BRACED WALL LINE,SOLID BLOCKING FOR THE 11. E.E.R.FOR AIR CONDITIONING EQUIPMENT SHALL NOT BE LESS THAN 6.8. BEFORE DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS. 3. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH PRACTICES,PROCEDURES AND DETAILS, INCLUDING ACCESSORIES. FULL DEPTH OF THE FLOOR JOIST SHALL BE PROVIDED FOR THE LENGTH OF BRACING REQUIRED. 3.9. VERIFY ALLLL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN ALL THE INTERIOR-BRACED WALL SHALL BE NAILED TO THE BLOCKING IN ACCORDANCE WITH N.Y.S.BUILDING L.TYPICAL LOAD SCHEDULE DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL OF 3,000 PSI AT 28 DAYS. WORK. 9. LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES: CODE,LATEST EDITION. 1. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED IN THE DESIGN 1. 3.10. REPORT TO ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE 4. WATER REDUCING ADMIXTURE SHALL BE INCORPORATED INTO ALL CONCRETE AT A MINIMUM DOSAGE Fb=2,800 PSI,Fv=265 PSI AND E=2,000,000 PSI FOLLOWING MANUFACTURER'S RECOMMENDATIONS CRITERIA.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ALLOWABLE CONSTRUCTION WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF RECOMMENDED BY THE MANUFACTURER. FOR BEARING,FASTENING,AND BRACING REQUIREMENTS. 21.FIRESTOPPING REQUIRED: LOADS AND TO PROVIDE PROPER DESIGN CONSTRUCTION OF FALSEWORK,FORMWORK,STAGING, FIRESTOPPING&FIRE BLOCKING MATERIAL SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE THE NEW WORK. ° s AND BE INSTALLED IN THE LOCATIONS SPECIFIED BELOW: ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. BRACING,SHEETING,SHORING,ETC. 3.11. MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE BUILDING AND 5. ALL CONCRETE,OTHER THAN FOR FOOTINGS,SHALL BE AIR-ENTRAINED TO 4 TO 6/0.EXTERIOR CONCRETE 10. PLYWOOD USED FOR ROOF SHEATHING SHALL BE /"CDX EXPOSURE I EXTERIOR GRADE WI A.P.A. SHALL BE AIR-ENTRAINED TO 5%TO 7%. IDENTIFICATICN INDEX 40/20 OR BETTER. PLYWOOD USED FOR WALL SHEATHING SHALL BE %"CDX • CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE M.ELECTRICAL EXTERIOR GRADE W/A.P.A IDENTIFICATION OF 32/16 OR BETTER.PLYWOOD FOR STUCCO SHALL BE MIN. CEILING AND FLOOR LEVEL AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL,AND IN 3.12. IS RESPONSIBLE FOR ALL ADEQUATE BRACING OF STRUCTURAL MEMBERS,WALLS AND NON-STRUCTURAL ITEMS DURING CONSTRUCTION. 6. CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. %"CDX EXTERIOR GRADE. CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE NATIONAL ELECTRICAL • BATTS AND BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS CODE(NEC)AND/OR APPLICABLE LOCAL,STATE,AND UTILITY COMPANY RULES,LAWS,AND ORDINANCES. FROM ITS OPERATIONS,AND IN THE EVENT OF SUCH LOSS OR DAMAGE,SHALL MAKE SUCH 3.13. PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS DAMAGE RESULTING 7 ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM 11. ALL FLOOR SHEATHING SHALL BE 4"(NOM.) OR STAGGERED STUDS. SYSTEMS CHARACTERISTICS.CDX,EXPOSURE I,APA RATED,WITH TONGUE AND GROOVE SHALL BE ALLOWED AS FIRE-BLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS 2. VERIFY EXACT LOCATION OF ELECTRICAL SERVICE ENTRANCE INCLUDING POINT OF SERVICE,AND REPLACEMENTS OR REPAIRS AS REQUIRED,WITHOUT ADDITIONAL COST TO THE OWNER. A615-GRADE 60.REINFORCEMENT SHALL CONFORM TO ASTM A185 AND A82(FABRIC). EDGES U.N.O.CONNECT FLOOR SHEATHING WITH 10d COMMON NAILS SPACED AT 6"AT SUPPORTED 3. THE ELECTRICAL CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS TO INSTALL EQUIPMENT EDGES AND 12"AT INTERMEDIATE SUPPORTS. FIELD-GLUE USING ADHESIVES MEETING APA AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 3.14. PROVIDE ALL NECESSARY TOOLS AND MATERIALS REQUIRED FOR THE EXECUTION OF WORK 8. ALL CONCRETE FLOORS SHALL BE POURED LEVEL,EXCEPT WHERE FLOOR DRAINS OCCUR, IN WHICH CASE SPECIFICATIONS.AFG-01 APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SOFFITS,DROP CEILINGS AND COVE CEILINGS. IN PROPER SEQUENCE SO AS NOT TO INTERFERE WITH THE PROGRESS OF OTHER CONTRACTORS,AND AS DESCRIBED IN THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS,AS HEREIN THEY SHALL BE SLOPED OR WARPED TO DRAIN.TOTAL SLOPE IS NOT TO EXCEED 4"BELOW FLOOR LEVEL. • AT VERTICAL CHASES AND FLOOR PENETRATIONS;OPENINGS AROUND VENTS,PIPES,AND DUCTS AT GIVE GENERAL CONTRACTORS ALL NECESSARY INFORMATION FOR MAKING PROPER PROVISIONS FOR ENUMERATED AND SHOWN THE ACCOMPANYING DRAWINGS. 3.15. SHALL AT ALL TIMES KEEP THHEE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS 12. ALL EXTERIOR POSTS,GIRDERS,AND JOISTS SHALL BE WOOD PRESSURE TREATED IN ACCORDANCE CEILING AND FLOOR LEVEL,WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME INSTALLATION OF HIS EQUIPMENT. 9. REINFORCING IS TO BE UNPAINTED AND UNCOATED,FREE FROM RUST OR SALE,AND SHALL BE CLEANED WITH THE REQUIREMENTS OF THE CURRENT AWPA STANDARDS C2 FOR WATER-BORNE PRESERVATION AND PRODUCTS OF COMBUSTION. OR RUBBISH CAUSED BY ITS EMPLOYEES,SUBCONTRACTORS,OR THEIR OWN WORK.AT THE AND STRAIGHTENED BEFORE BEING SHAPED AND PLACED IN POSITION.ACCURATELY POSITION TREATMENT.ALL WOOD MUST BE LABELED,CERTIFYING CONFORM TO REQUIREMENTS DIRECT. • FIRE-RATED ASSEMBLIES 4. ALL MATERIALS SHALL BE NEW,CARRY THE UNDERWRITERS LABEL OR BE"LISTED"BY THAT GROUP,AND COMPLETION OF WORK,THE SUBCONTRACTORS SHALL REMOVE FROM THE BUILDING AND THE SITE ALL RUBBISH,TOOLS,AND SURPLUS MATERIALS,AND SHALL LEAVE THE PREMISES REINFORCEMENT AND SECURE AGAINST DISPLACEMENT.IF THERE IS A DELAY IN POURING CEMENT, G.STEEL BE FULLY EQUAL TO MAKES SPECIFIED. BROOM CLEAN UNLESS OTHERWISE SPECIFIED. PREVENT RUSTING OF REINFORCING. 13. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS, 3.16. THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT DOORS,ETC.).PROVIDE CRICKET WITH MATCHING ROOF MATERIAL AT ALL DEAD-END VALLEYS TO ALLOW 5. ALL WIRING,CONCEALED,FLUSH OUTLETS EXCEPT AS NOTED OTHERWISE. 10. ALL REINFORCEMENT SHALL BE OF SIZE AND SPACING AS CALLED FOR ON DRAWINGS OR PER LOCAL CODES. CONTINUOUS'NATER FLOW. 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 6. UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM SHORTS, FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT GROUNDS OR IMPROPER CONNECTIONS. ALL WORK AND MATERIALS SHALL BE FREE FROM DEFECTS. 11. SPLICES OF WWF,AT ALL SPLICE EDGES,SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN 14. ALL EXTERIOR WOOD OR WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2•THE DESIGN,FABRICTION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE 3.17. GENERAL CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR SUBSTITUTIONS, WITH THE LATEST EDITION OF AISC SPECIFICATIONS. 7. LUMINAIRES IN CLOTHES CLOSETS TO CONFORM TO THE LATEST EDITION OF THE BUILDING CODE OF CHANGES,AND OMISSIONS. OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES NEW YORK,OR APPLICABLE STATE,LOCAL LAWS,GOVERNING JURISDICTIONS. 3.18. PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO THIS PLUS 2",NOR LESS THAN 8". 15. ALL PARTITIONS;EXTERIOR WALLS,AND CEILINGS WILL BE COVERED WITH 4"TYPE"X"FIRECODE WALLS 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES 8. ALL OUTLETS TO BE GFCI IN WET AREAS,KITCHEN,AND BATHROOMS. ADDITION WITH SIMILAR MATERIALS OR AS DIRECTED BY THE OWNER. 12ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT DURING AND CEILINGS IN GARAGE AND OVER BOILER OR FURNACE. ELECTRODES AND A307 BOLTS WITH LOCK WASHERS,RESPECTIVELY. 9, PROVIDE AN EXHAUST RATE OF 50 ch FOR ALL BATHROOMS AND 100 ch FOR ALL RANGE HOODS. 3.19. PROVIDE MATERIAL AND LABOR FOR ALL PATCHING AND REPAIRING REQUIRED AS A RESULT . 10. RECESSED LIGHTING SHALL HAVE THERMAL PROTECTION AND BE LABELED AS SUCH. OF THE WORK OF THE CONTRACTOR TRADES. CONSTRUCTION.THE WIRE SHALL BE 16 GA.CONFORMING TO ASTM A82. 16. DOUBLE ALL FRAMING UNDER PARALLEL PARTITIONS.PROVIDE FIRESTOPPPING AROUND ALL OPENINGS 4.PAINT ALL NEW STEEL ONE SHOP COAT RUST INHIBITIVE PAINT AND FIELD TOUCH-UP EXCEPT 11. RECESSED LIGHTING IN DIRECT CONTACT WITH INSULATION TO BE TYPE IC RATED: AS REQUIRED BY CODE FOR AREAS TO BE WELDED. 11.1. NON-IC RATED RECESSED LIGHTS TO BE z"FROM COMBUSTIBLES. 3.18. SUBMIT TO OWNER ALL FINISHES FOR APPROVAL PRIOR TO PURCHASE. 13. ALL SIDEWALKS AND RAMPS TO BE 2,500 PSI CONCRETE,4"THICK BROOM FINISH SCORE W(4"DEEP 3.19. SUBMIT ALTERNATES/SUBSTITUTIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO 11.2. NON-IC RATED RECESSED LIGHTS TO BE 3"FROM INSULATION. PURCHASING MATERIALS.ARCHITECT SHALL REVIEW FOR THE SOLE PURPOSE OF CHECKING CONTRACTION JOINTS INTO APPROXIMATLEY 4'-0"SQUARES OR AS SHOWN,U.O.N.ON PLANS. 17. PROVIDE AT LEAST DOUBLE JOISTS AND HEADERS AT WATER CLOSET DRAINS,AND BATHTUBS,AND ALL 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH VENT AND MECHANICAL OPENINGS,2'-0"OR MORE IN WIDTH,UNLESS OTHERWISE SHOWN IN DRAWINGS. 12. UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION FOR CONFORMANCE WITH THE DESIGN PRIOR TO CONSTRUCTION D.FOUNDATIONS,FOOTINGS&SLABS THE AMERICAN SOCIETY'S STANDARD QUALIFICATION PROCEDURE. OF ALL ELECTRICAL WORK. 3.20. GENERAL CONTRACTOR MUST GUARANTEE THAT MATERIALS AND LABOR COSTS ARE MET 18. TAIL JOISTS OVER 4'-0"LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR ACCORDING TO CONTRACT SPECIFIED AMOUNTS.OWNER WILL NOT BE RESPONSIBLE FOR 1. FOUNDATION WALLS SHALL BE 8", 10", 12",AND 16"(AS INDICATED ON PLANS)POURED CONCRETE TO BEAR 6.PROVIDE ALL STRUCTURAL STEEL MEMBERS AS INDICATED ON THE DRAWINGS.ALL WORK SHALL BE N.PLUMBING CHANGES TO PRICES IN MATERIAL AND LABOR.GENERAL CONTRACTOR MUST SECURE COSTS ON FOOTINGS WITH 4"CONCRETE FLOOR SLAB ON 6 MIL POLY CONTINUOUS SHEET ON 6"POROUS FILL W/ HANGERS AND SPIKED SECURELY UNLESS SUPPORTED ON WALL OR GIRDER. IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY AND ALL LOCAL GOVERNING CODES. AND GUARANTEES FROM VENDORS PRIOR TO SUBMITTING FINAL BID TO OWNER. REBAR AS NOTED IN DETAILSFABRICATION SHALL BE STRAIGHT,FREE OF TWISTS, BENDS,OR OPEN JOINTS. 1. PROVIDE ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO EXECUTE THE PLUMBING WORK AS 3.21. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER ; UNLESS OTHERWISE NOTED ON PLANS. 19. FASTEN SECURELY ALL PARTS OF CAPENTRY WORK IN THERE PROPER PLACE.BRACE,PLUMB,AND LEVEL INDICATED ON THE DRAWINGS,AND AS REQUIRED BY LOCAL CODES AND ORDINANCES. Seal: AND BOLTS TO ENSURE RIGIDITY.. CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE 2.FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 1.5 TONS PER SF. ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS, 7.FURNISH ANCHORAGE REQUIRED TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS. IN THE WORK INDICATED IN THE DRAWING. BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS. OF OTHER TRADES,ANCHOR BOLTS AND OTHER ITEMS WHICH REQUIRE EMBEDMENT SHALL BE 2 INCLUDE ALL PIPING;DOMESTIC HOT AND COLD WATER,SANITARY SUPPLY AND HOOKUP OF ALL 3.22. IF THE GENERAL CONTRACTOR FAILS TO FOLLOW THE THE AFOREMENTIONED PROCEDURES, 20.NAIL LAPPED JOISTS OVER ANY BEARING,TOGETHER WITH TWO 10d NAILS. FURNISHED TO THOSE TRADES PRIOR TO THE EXECUTION OF THEIR WORK BY SUB-CONTRACTOR FIXTURES SCHEDULED ON THE DRAWINGS;AND INSULATION OF DESIGNATED PIPING RUNS,SHALL GENERALTHE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE CONSEQUENCES OF 3.FOOTINGS SHALL BE A MIN,OF 3'-0"BELOW GRADE,OR BELOW THE FROST LINE FOR PROPER INCORPORATION INTO THEIR WORK. ALSO INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTIONS WHERE REQUIRED.21.PROVIDE SOLID SURFACES AT LEAST 1Y"IN BOTH DIRECTIONS ALL CORNERS FOR SECURING HIS ACTIONS AND DECISIONS. AS INDICATED V APPLCIABLE CODES,EXCEPT THAT THE BOTTOM OF THE FOOTING SHALL BE ADJUSTED TO SUB-FLOORING.DRYWELL,ETC.FORM SURFACES WITH FRAMED MEMBERS OR WITH 2"WOOD BLOCKING 3. ALL ITEMS,SUCH AS FITTINGS,ETC.,NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO ��10 � -� THE ACTUAL LEVEL OF APPROVED BEARING STRATA FOUND UPON EXCAVATION. 8.ALL STRUCTURAL STEEL SHALL CONFORM T0: 9. PROVIDE MEANS"FURNISH AND INSTALL". ALWAYS REFER TO DRAWINGS FOR BOTTOM OF FOOTING LOCATION. SECURED WITH AT LEAST 2 8d NAILS AT EACH END. COMPLETE THE PLUMBING SHALL BE INCLUDED. r, � HOT-ROLLED WIDE FLANGE SHAPES A992 �� ,��®s, �� BARS AND PLATES A36 4. SOIL,WASTE,AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. ��I I 10. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND 22. PROVIDE 4"x3"BRIDGING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING PIPES A501 � 4' AND SUPPORTS SHALL BE 8'-0".SOLID BLOCKING AT ENDS. TUBES 500(Fy=46KS1) I11%`1. 6 SPECIFICATIONS. PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS(a) MATERIAL,FABRICATION,AND ERECTION SHALL CONFORM TO THE LATEST REQUIREMENTS 5. PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS,AND OF TYPE APPROVED I 11. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED. MATERIALS SHALL NOTCLASS OF MATERIAL LOAD BEARING PRESSURE 23,ROOF CONSTRUCTION SHALL BE INDICATED ON DRAWINGS. OF THE AISC SPECIFICATION. BY LOCAL CODE. $� a�� BE STORED OUTSIDE THE BUILDING.DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES (pounds per square foot) 24.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE, H.MASONRY 6. ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING.ALL WATER SUPPLY 0 ' q FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. 31 27- CRYSTALLINE BEDROCK 12,000 LATEST EDITION,WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND IT'S 1.ALL BRICK TO COMPLY TO STANDARD SPECIFICATIONS FOR BUILDING BRICK ASTM C216-79 PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. q�. FASTENINGS.LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH FASTENINGS,ANCHORS, 12. INFORMATION ON DRAWINGS SHALL SUPERCEDE THESE SPECIFICATIONS. SEDIMENTARY AND FOLIATED ROCK 4,000 BLOCKING,SADDLES,HANGERS, ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING AND SHALL BE STRUCTURAL CLAY BRICK GRADE SW.MORTAR FOR BRICK M BE TYPE 1.MASONRY 7. PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK IS INSTALLED. UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE STRENGTH. INSTALL DRAIN VALVE AT WATER METER WITH Y4"HOSE THREAD AND VACUUM BREAKER. 13. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL BE USED ONLY. SANDY GRAVEL and/or GRAVEL(GW and GP) 3,000 WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS AND CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE 2.WALL REINFORCEMENT SHALL BE APPROVED NON-CORROSIVE METAL TIES,VERTICAL SPACING OF 14. EXIT ACCESS,EXITS,AND EXIT DISCHARGE SHALL CONFORM TO CHAPTER 10 OF THE BUILDING SAND,SILTY SAND,CLAYLEY SAND,SILTY GRAVEL 2,000 MUST BE INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE REQUIREMENTS. REINFORCING MUST NOT EXCEED 32"O.C. 8. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVES. CODE OF THE STATE OF NEW YORK. and CLAYLEY GRAVEL(SW,SP,SM,SC,GM,GC) 9. INSTALL ALL COLD AND HOT WATER PIPING. 25.BEAMS WITH FLITCH PLATES TO RECIEVE STEEL PLATE LENGTH AND WIDTH OF WOOD BEAMS HOLDING 3.WHERE LOOSE LINTELS ARE REQUIRED IN MASONRY VENEER,USE 4"x3-1/2"x5/16"THICK STEEL 10. FIXTURES AND EQUIPMENT BY OTHERS,ROUGH-IN,AND FINAL CONNECTIONS OF REQUIRED WASTE, CLAY,SANDY CLAY,SILTY CLAY;CLAYLEY SILT, 1,500b FLITCH PLATES IN PLACE,THICKNESS AS NOTED ON DRAWINGS.BOLT FLITCH WITH Y4"BOLTS AT 2'-0"Q.C. ANGLE.(NOTE THAT FIRST DIMENSION IS VERTICAL LEG,UNLESS OTHERWISE NOTED.) VENT,AND WATER SUPPLY PIPING BY PLUMBING CONTRACTOR.ALL SUPPLY PIPING TO BE VALVED. SILT and SANDY SILT(CL,ML,MH,and CH) STAGGERED,WITH TWO BOLTS AT EACH END. 11. INSULATE ALL PIPING IN UNHEATED AREAS AS INDICATED IN ENERGY NOTES. F.CARPENTRY 4.BUILD INTO MASONRY ALL MATERIALS FURNISHED BY OTHER TRADES,SUCH AS ANGLES,ANCHOR 0.MECHANICAL(HVAC) FOR SI:1 POUND PER SQUARE FOOT B 0.0479 kPa BOLTS,FLASHING,STEEL LINTELS AND FRAMING,VENTS,SLEEVES,DOOR FRAMES,MISC.STEEL a.WHEN SOIL TESTS ARE REQUIRED R SECTION R COM THE ALLOWABLE BEARING 1. GENERAL FRAMING SHALL BE ERECTED PLUMB,LEVEL,TRUE,AND SECURELY NAILED, WORK W/ANCHORS,ETC. 1. COORDINATE HVAC DISTRIBUTION SYSTEM, INCLUDING ALL CHASES,DUCTS,BRANCHES,ETC.WITH CAPACITIES I OF THE SOIL SHALL BE PART W THE RECOMMENDATIONS.ENDACITY 2. STRUCTURAL LUMBER SIZES ARE BASED ON DOUGLAS FIR#2 OR BETTER WITH A MIN.BENDING CARPENTRY WORK. No. Date Submission / Revisions b.WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 MEMBER FIBER STRESS OF 875 PSI AND AN"E"OF 1,600,000 PSI. I.OPENINGS psf ARE LIKELY TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL 3. SET ALL JOISTS AND GIRDERS W/NATURAL CAMBER UP 1.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET WITH TOP AT 6'8"A.F.F,UNLESS OTHERWISE NOTED. 8.8.22 FILE FOR BUILDING PERMIT 2. PROVIDE AN EXHAUST RATE OF 50 ch FOR ALL BATHROOMS&100 ch FOR ALL RANGE HOODS. B.SITE WORK BE DETERMINED BYA SOILS INVESTIGATION. 4. PROVIDE SOLID BLOCKING UNDER ALL NON-LOAD BEARING PARTITIONS RUNNING PERPENDICULAR 0.1 10.21.22 GENERAL REVISIONS EXCAVATION,BACKFILLING,GRADING 5. BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS TO JOISTS OR AS PER PLANS.PROVIDE SOLID 2x BLOCKING BETWEEN ALL ROOF RAFTERS OVER 2.ALL GLAZING AT GLASS DOORS,ENTRANCE,SIDELIGHTS,TUB AND SHOWER ENCLOSURES SHALL BE 3. ALL PIPING AND ASSOCIATED EQUIPMENT SHALL BE HYDROSTATICALLY TESTED AT CODE STANDARD BEARING POINTS.(VENT AS REQ'D). FULLY TEMPERED SAFETY GLAZING,GLASS SHALL BE IDENTIFIED. GENERAL REVISIONS 1. REMOVE ALL VEGETATION,REFUSE,OR EXISTING STRUCTURES IN CONFINES OF BUILDING ELEVATION OF WATER TABLE SHALL ALSO BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS& 5. DETAILS OF FRAMING INCLUDING FIRE-STOPPING,BLOCKING,BRIDGING,NOTCHING,ETC.TO AND NO LESS THAN ONE AND ONE HALF(1;12)TIMES THE MAXIMUM OPERATING PRESSURE. 0.2 5.3.23 FOUNDATIONS.WATER TABLE SHOULD BE AT LEAST 3'-0"BELOW LOWEST POINT OF CRAWL SPACE. 3. HEADERS FOR DOORS&WINDOW OPENINGS UNLESS OTHERWISE NOTED CONSTRUCTION AND PAVING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. CONFORM TO THE BUILDING CODE OF NEW YORK STATE LATEST EDITION. ( ) FILE FOR BUILDING PERMIT 4. ALL DUCT WORK(AIR DISTRIBUTION SYSTEM)TO BE TESTED AND BALANCED IN ACCORDANCE WITH 6. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE 6. STUDS IN LOAD BEARING PARTITIONS SHALL ALIGN WITH RAFTERS,TRUSSES,AND JOISTS. IF SIZE OF OPENING: HEADER: SMACHA AND ASHRAE STANDARDS.THIS IS TO INCLUDE INDIVIDUAL EQUIPMENT FUNCTIONAL 2. PREPARATION SHALL INCLUDE IDENTIFYING REQUIRED LINES,LEVELS,CONTOURS,AND DATUM. STRENGTH OF 3,000 PSI AT 28 DAYS REQUIRED INSTALL ADDITIONAL STUDS TO PROVIDE THE ADDITIONAL SUPPORT. UNDER 5'-0" 2/2"x8" PERFORMANCE AND INTEGRATED SYSTEM REQUIREMENTS, 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN 5'-0"TO 5'-11" 2/2"x`10" 3. IDENTIFY UNKNOWN UNDERGROUND,ABOVE GROUND,AND AERIAL UTILITIES.STAKE AND FLAG 7. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL OR IN WATERINSTALLED AND IS SECURELY SOUND. 6'-0"TO 6'-11" 212"x12" 5. SPLITTER DAMPERS AND/OR BALANCING DAMPERS TO BE UTILIZED AT BRANCH TAKE-OFFS. LOCATIONS,NOTIFY UTILITY COMPANY TO REMOVE AND RELOCATE EXISTING UTILITIES AS . 8. ALL FIRESTOPPING/DRAFTSTOPPING SHALL CONFORM TO N.Y.S.BUILDING CODE LATEST EDITION T-0"AND OVER SEE DRAWINGS COMPLETE WITH QUADRANTS INDICATING DAMPER POSITION.AT ALL CHANGES OF DIRECTION IN REQUIRED.PROTECT ABOVE AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. REQUIREMENTS. 8. ALL FILL SHALL BE COMPACTED IN 6"LAYERS TO NOT LESS THAN 95%OF THE MAXIMUM DENSITY WHEN LINTEL SCHEDULE: MAIN AND BRANCH DUCTS,VANED ELBOWS OR R/D RATIONS OF 1.5. ' TESTED IN ACCORDANCE WITH ASTM D1557, 9. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN SPAN: LINTEL: Fy=36ksi 4. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR THE LAYING OF INSTALLED AND IS SECURELY SOUND. s UNLESS OTHERWISE NOTED,PROVIDE 6. RETURN PIPING OF BASEBOARD RADIATION TO BE RUN BENEATH ACTIVE SUPPLY LINE AND BELOW 9.CHANGES OF LEVEL OF FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE SOIL 5'-0" 3%"x 3y2"x%6" 3-2x10 HEADERS OVERALL BEARING FOUNDATION WALLS.EXCAVATION FOR ALL FOOTINGS TO BE ON UNDISTURBED EARTH WITH A 10. ALL FIRESTOPPING/DRAFTSTOPPING SHALL CONFORM TO N.Y.S.BUILDING CODE LATEST EDITION O'.0"44' 3/"x 3/"x/5" CONTROL VALVE.ALL TO BE HOUSED WITHIN BASEBOARD RADIATION COVER,AS REQUIRED. MINIMUM DEPTH AS SHOWN ON THE DRAWINGS,UNLESS OTHERWISE GOVERENED BY LOCAL REQUIREMENTS. CODES OR EXISTING SAIL CONDITIONS. (ONE VERTICAL TO TWO HORIZONTAL). 11. THE CONTRACTOR SHALL PROVIDE EVERY ITEM OF FRAMING AS REQUIRED,WHETHER SPECIFICALLY 6'-0" 4"x3Y"x5/6" WALL OPENINGS 6'-0"OR LESS. 7'-0" 4"x3%"x%6" 7. ALL AIR FLOW DEVICES TO HAVE INDIVIDUAL CONTROL TO FACILITATE BALANCING AND INDIVIDUAL 10.ALL FOOTINGS TO BE CENTERED UNDER WALLS,PIERS,OR COLUMNS U.O.N. SHOWN OR NOT,TO MAKE A COMPLETE JOB 1N ACCORDANCE WITH GOVERNING CODES AND GOOD s OWNER/TENANT PREFERENCE. 5. GRADE TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO PRACTICE. 8'-0" 5x3/"x/6" THE EXCAVATION.PROTECT EXCAVATIONS BY METHODS REQUIRED TO PREVENT CAVE-INS OR 11.PROVIDE CORNER BARS IN FOOTING THE SAME SIZE AND NUMBER AS THE CONTINUOUS REINFORCEMENT 12. ANY LUMBER CLOSER THAN 8"TO FINISHED GRADE OR IN CONTACT WITH MASONRY OR CONCRETE 91'0. 5"x3%"x%" 8. PROVIDE NECESSARY EXHAUST SYSTEM, INCLUDING PIPING,FLUES,VENTS,ETC.,AS REQUIRED BY LOOSE SOIL FROM FALLING INTO THE EXCAVATION. REMOVE LUMPED AND LOOSE SOIL, LAPPED 2'-0"WITH MAIN REINFORCEMENT. SHALL BE PRESSURE TREATED LUMBER. 10'-0" 6"x3%"x%" STATE AND LOCAL CODES.FIREPROOF,AS REQUIRED. BOULDERS,AND ORGANIC MATERIAL FROM THE EXCAVATION.STOCKPILE EXCAVATED 13. ALL LUMBER SHALL BEAR A VISIBLE GRADE STAMPING. MATERIAL AND REMOVE EXCESS MATERIAL NOT BEING USED FROM THE SITE. 14. ALL JOISTS BEARING ON CONCRETE SHALL BE FIRECUT W/A MINIMUM BEARING LENGTH OF 4". J.INSULATION/MOISTURE CONTROL 9. SUPPLY&RETURN DUCTS IN ATTICS AND UNHEATED AREAS SHALL BE INSULATED TO A MINIMUM OF 12.SLABS ON GRADE SHALL BE 4"CONCRETE,W/SMOOTH,HARD,STEEL TROWEL FINISH.ON 6 MIL Project Address: POLYETHYLENE VAPOR BARRIER ON 6"MIN.POROUS FILL U.O.N. 15. EXCEPT AS UPGADED ON PLANS AND DETAILS,ALL LUMBER SHALL BE NAILED IN ACCORDANCE W/ 1. SEE PLANS FOR INSULATION REQUIREMENTS. R-8.ALL OTHER DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 AS PER THE LATEST EDITION OF 6. ALL SAFETY PRECAUTIONS SHALL BE USED AS PER O.S.H.A REGULATIONS. OVERLAP JOINTS AND BOND TOGETHER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE SPECIFIED FASTENER SCHEDULE IN THE BUILDING CODE OF NEW YORK STATE. 2. INSTALL"TYVEK"BUILDING WRAP OVER BUILDING SHEATHING IN ACCORDANCE W/MFG.'S THE RESIDENTIAL CODE OF NEW YORK STATE. 16. PLACE PLYWOOD PANEL FACE GRAIN IN DIRECTION OF SPAN(TRANSVERSE TO JOIST SPAN). SPECIFICATIONS.SEAL ALL SEAMS,JOINTS,CORNERS,FLASHINGS,HEADERS AND ALL EXTERIOR 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ET 13,SLABS SHALL BE PLACED ON NONCOMPRESSIBLE BEARING MATERIAL.THE CONTRACTOR SHALL HAVE THE 17. LEAVE%6"SPACE AT ALL PLYWOOD PANEL END JOINTS AND)/8"SPACE AT ALL PANEL END JOINTS. VENTING HOLES W/3M CONTRACTOR SHEATHING TAPE#8086.CONTRACTOR TO CAULK ALL 10. ALL SUPPLY EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER AT 6073 OREGON ROAD (TEMPORARY AN%R PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW RESPONSIBILITY TO REMOVE ALL SOFT BEARING MATERIAL AND REPLACE IT WITH COMPACTED FILL OF OPENINGS IN EXTERIOR WALLS.CAULKING SHALL BE FIRST QUALITY SILICONE SEALANT. BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE, CONSTRUCTION. SAND AND GRAVEL UNDER SLABS ON GRADE. LOT 3 CUTCHOGUE NEW YORK, 11935 Date: 5.3.23 Project No: 22.001 Scale: AS NOTED Drawn By: JC Dwg. Title: E RAL NOTES AND CONDITIONS Dwg. No.. AIM003BOO Page: 03 OF 27 Architect: TABLE R602.3(1) FASTENING SCHEDULE- as per the 2020 International Residential Building Code- New York State CURTISS A.D. NUMBER AND TYPE NUMBER AND TYPE James Curtiss, R.A. ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERSDOOR 1527 Franklin Avenue- Ste. 306 SCHEDULE VERIFY WITH OWNER ALL TYPES, SWING, AND SIZESWINDOSCHEDULE MANF. AS PER OWNER Mineola, N.Y. 11501 ROOF FLOOR SWINGING DOORS TAG UNIT DIMENSIONS TYPE REMARKS 718.702.7354 4-8d BOX(2%"x 0.113")OR 4-8d BOX{2/"x 0.113")OR LOCATION 1 BLOCKING BETWEEN CEILING JOISTS 3-8d COMMON(2%"x 0.131")OR TOE NAIL 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2/"x 0.131'°)OR -FOE NAIL TAG SIZE MAT. FRAME SILL HWARE REMARKS �A 4'-8"x 9'-6" PICTURE jcurtissarch@gmail.com OR RAFTERS 3-10d BOX(3"x 0.128");OR 3-10d BOX(3"x 0.128");OR FROM TO www.curtissad.com 3-3"x 0.131"NAILS 3-3"x 0.131"NAILS (D 2'-10"x T-0" HALL MUDROOM A.1 4'-8"x 10'-0" PICTURE 4-8d BOX(2/"x 0.113")OR 8d BOX(2%"x 0.113") 4"O.C.TOE NAIL Owner: 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(2/2"x 0.131")OR PER JOIST,TOE NAIL 22 RIM JOIST,BAND JOIST OR BLOCKING TO gd COMMON � ' (2 2'-10"x T-0" HALL LAUNDRY 3-10d BOX(Tx 0.128");OR SILL OR TOP PLATE(ROOF APPLICATIONS ALSO) (�' x 0.131")OR B.1 PICTURE FIXED NF REALTY GROUP LLC 3-3"x 0.131"NAILS 10d BOX(3"x 0.128");- OR 6"O.C.TOE NAIL 5'-6"x 17'-0"OVERALL c/o Thomas Juul-Hansen, LLC 3"x 0.131"NAILS �3 2'-10"x T-0" HALL POWDER SEE ELEVATION FOR 6.2 PICTURE-FIXED CEILING JOIST NOT ATTACHED TO INDIVIDIAL UNIT SIZES 15 Maiden Lane, 19th Floor O PARALLEL RAFTER,LAPS OVER PARTITIONS 4-10d BOX(3".a 0.128")OR 3 [SEE SECTIONS 802.3.1,R802.3.2 AND 3-16d COMMON(3%"x 0.162")OR FACE NAIL 3-8d BOX x 0.113")OR 4 2'-10"x 7'-0" DEN BATH 2 6.3 PICTURE-FIXED New York, N.Y. 10038 2-8d COMMON(2%"x 0.131")OR 212.929.7109 TABLE 8802.5.1(9)] 4-3"x 0.131"NAILS 23 1"x6"SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX(3"x 0.128");OR FACE NAIL CEILING JOIST ATTACHED TO 2 STAPLES, V:CROWN, 16ga., O5 2'-10"x T-0" P.HALL P.WIC 9'-0"x 1T-0"OVERALL C.1 PICTURE-FIXED G OC 4 PARALLEL RAFTER(HEEL JOINT) TABLE 8802.5.1(9) FACE NAIL 1%"LONSEE ELEVATION FOR [SEE SECTIONS 802.3.1,R802.3.2 AND „ O 2'-10"x T-0" HALL P.HALL INDIVIDIAL UNIT SIZES C2 PICTURE-FIXED 24 2"SUBFLOOR TO JOIST OR GIRDER 3-16d BOX x 0.135') TABLE 8802.5.1(9)] 2-16tl COMMON(3%"x 0.1 166 2") BLIND AND FACE NAIL O 2'-10"x 7'-0" HALL BED 2 COLLAR TIE TO RAFTER,FACE NAIL OR 4-10d BOX(TX 0.128")OR FACE NAIL O 6'-0"x 11'-0" PICTURE FIXED 5 � , „ 3-16d BOX(3%"x 0.135")OR Consultants: 1/4"x 20ga.RIDGE STRAP TO RAFTER. 4_30d 0003 MO41LS x 0.148)OR EACH RAFTER 25 2 PLANKS(PLANK&BEAM-FLOOR&ROOF) 2-16d COMMON(3%"x 0.162") AT EACH BEARING, FACE NAIL �8 2'-4"x T-0 BED 2 BATH 3 ORESERVED Structural Engineer: 3-16d BOX NAILS(32 x 0.135)OR 3-16d COMMON(32 x 0.162')OR 9 2'-4 x 7-0 BED 3 BATH 4 3-10d COMMON(3"x 0.148")OR 2 TOE NAILS ON ONE SIDE AND 4-10d BOX(3"x 0.128");OR O 5'-6"x 10'-0" Reilly Tarantino 6 RAFTER OR ROOF TRUSS TO PLATE 1 TOE NAIL ON OPPOSITE SIDES 26 BAND OR RIM JOIST TO JOIST END NAIL 4-10d BOX(3".x 0.128");OR 4-3"x 0,131"NAILS;OR O 100 Park Blvd. 4-3"x 0.131"NAILS OF EACH RAFTER OR TRUSS 4-3"x 14 a.STAPLES,%6"CROWN 10 2' 10' x T 0" HALL BED 3 g O 4'-8"x VARIES #209 4-16d BOX NAILS 3%"x 0.135")OR11 2'-10"x T-0" HALL BED 4 Massapequa Park, New York, 11762 3-10d COMMON(3"x 0.148")OR 4-10d BOX(3"x 0.128");OR NAIL EACH LAYER AS FOLLOWS: 10'0"x VARIES TOE NAIL 20d COMMON (4"x 0.192")OR 32"O.C.AT TOP AND phone 631.724.7888 BOTTOM AND STAGGERED 12 2'4"x 7'-0" BED 4 BATH 5 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-3"x 0.131"NAILS I 9'-9"x 10'-0" " 7 RAFTERS OR ROOF RAFTER TO BUILT-UP GIRDERS AND BEAMS, 10d BOX(3"x 0.128");OR 24"O.C. FACE NAIL AT TOP AND BOTTOM 13 3'-0"x T-0" BASEMENT MECH MTL. MTL. MTL. MTL. FIREPROOF SELF-CLOSING MIN.2"RIDGE BEAM 3-16d BOX NAILS(3%"x 0.135")OR 27 2-INCH LUMBER LAYERS 3"x 0.131"NAILS STAGGERED ON OPPOSITE SIDES. O 4'-8"x VARIES " 2-16d COMMON(3"x 0.162")OR 14 T-0"x T-0" STORAGE GARAGE MTL. MTL. MTL. MTL. FIREPROOF SELF-CLOSING 3-10d BOX(3"X 0.128");OR TOE NAIL AND: O 10'-0"x T-Q" 3 3"x 0.131"NAILS 2-20d COMMON(4"x 0.192")OR FACE NAIL AT ENDS AND AT EACH SPLICE POCKET DOORS aTe 3-10d BOX(3"x 0.128");OR 3'-6"x 4'-6" CASEMENT RIGHT HINGED WALL 3-3"x 0.131"NAILS P.1 T-0"x T-0" HALL PANTRY 4-16d BOX(3%"x 0.135")OR O 3-6"x 4'-6" CASEMENT LEFT HINGED 16d COMMON (3%"x 0.162") 24"O.C.FACE NAIL 28 LEDGER STRIP SUPPORTING JOISTS OR 3-16d COMMON(3"x 0.162");OR AT EACH JOIST OF RAFTER, FACE NAIL 8 STUD TO STUD(NOT AT BRACED WALL PANELS) RAFTERS 4-10d BOX(3"x 0.128");OR IP.2 3'-0"x 7'0" HALL PANTRY N.1 ACTIVE-PASSIVE 10d BOX(3"x 0.128");OR 16"O.C. FACE NAIi_ 4-3"x 0.131"NAILS N T-0"x 4'-6" GLIDING 3"x 0.131"NAILS 0 3'-6"x T-0" FOYER KITCHEN N.2 PASSIVE-ACTIVE 29 BRIDGING TO JOIST 2-10d BOX(3"x 0.128") EACH END,TOE NAIL 16d BOX(3Y2"):0.135")OR 12"O.C. FACE NAIL 0 V-6"x V-6" PICTURE FIXED STUD TO STUD AND ABUTTING STUDS AT 3"x 0.131 NAILS SPACING OF FASTENERS SLIDING DOORS 9 INTERSECTING WALL CORNERS NUMBER AND TYPE „ (AT BRACED WALL PANELS) ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,o EDGES Intermediate 2'-4"x T-0" 16d COMMON (3%"x 0.162") 16"O.C. FACE NAIL OF FASTENER (inches)h supportsc,e SL.1 2-2'-6"x T-0" HALL CLOSET (inches) SL. 3 PNL x T-0" HALL CLOSET 16d COMMON(3%z"x 0.162") 16"O.C.EACH EDGE FACE NAIL WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL EXTERIOR SCHEDULE MANF. AS PER OWNER BUILT-UP HEADER(2"TO 2"HEADER WITH SHEATHING TO FRAMING SL. 2-2-0 x T-0' DEN CLOSET 10 XZ"SPACES) 16d BOX(3%"x.0.135") 12"Q.C.EACH EDGE FACE NAIL [SEE TABLE 8602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] SL.4 AS PER OWNER P.HALL CLOSET TAG UNIT DIMENSIONS TYPE REMARKS- VIEWED FROM EXTERIOR 5-8d BOX(2%"x 0.113")OR 6d COMMON(2"x•0.113") 11 CONTINUOUS HEADER TO STUD 4-8d COMMON(Z%"x 0.131")OR TOE NAIL 30 %"-%" nail(subfloor,wall)' 6 12f SL. 3 3'0' x 7'0" HALL 3 BED 2 D.1 10'-0"x 9'-6" GLIDING PASSIVE-ACTIVE 4-10d BOX(3"x 0.128") 8d COMMON NAIL(2%"x 0.131") nail(roof) SL.6 3-3'-0"x 7'-0" HALL 4 BED 3 D.2 9'-9"x 11'-0" PASSIVE-ACTIVE 16d COMMON(3%"x 0.162") 16"O.C.FACE NAIL 12 32"_1" 8d COMMON NAIL(2%"x 0.131") 6 12f 12 TOP PLATE TO TOP PLATE SL. 2 4'-0"x T-0" HALL 5 BED 4 D.3 9'-9"x 11'-0" ACTIVE-PASSIVE 10d BOX(3"x 0.128");OR 12"O.C.FACE NAIL 3"x 0.131"NAILS 32 1$" 1%" 10d COMMON(3"x 0.148")NAIL;OR 6 12 D.4 T-0"x 10'-0" HINGED IN-SWING 8d(2%"x 0.131")DEFORMED NAIL DOUBLE TOP PLATE SPLICE FOR SDCs A-D2 8-16d COMMON(3%"x 0,162")OR6d BOX(3Y°x 0.135")OR g D.5 3'-0"x 8'-0" 12-1 WITH SEISMIC BRACED WALL LINE 12-16d BOX(3"x 0.128");OR FACE NAIL ON EACH SIDE OF END OTHER WALL SHEATHING SPACING<25' 13 12-3"x 0.131"NAILS JOINT(MINIMUM 24"LAP SPLICE D.6 3-0"x 8'-0" " � 12 DOUBLE TOP PLATE SPLICE D0,D1 OR D2; 33 /„ GALVANIZED ROOFING NAIL, STRUCTURAL CELLULOSIC � „ AND BRACED WALL LINE SPACING_>25' 12-16d(3%"x 0.135") LENGTH EACH SIDE OF END JOINT FIBERBOARD SHEATHING /6 HEAD DIAMETER,OR 1 CROWN 3 6 D.7 3'-0"x 8-0' OUT-SWING Seal: STAPLE 16 ga., 1%"LONG D.8 2-3'-6"x 8'-0" OUT-SWING 16d COMMON(3Y"x 0.162") 16"O.C.FACE NAIL 1%"GALVANIZED ROOFING NAIL, BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 34 z8z"STRUCTURAL CELLULOSIC 14 FIBERBOARD SHEATHING %6"HEAD DIAMETER,OR 1"CROWN 3 6 D.9 3'-0"x 8'-0" IN-SWING WITH SIDELIGHT OR BLOCKING(NOT AT BRACED WALL PANELS) 16d BOX(3%"x 0.135");OR STAPLE 16 ga., 1%"LONG 3"x 0.131"NAILS 12"O.C,FACE NAIL 1%"GALVANIZED ROOFING NAIL; D.10 9'-9"x 10'-0" GLIDING PASSIVE-ACTIVE 2-16d COMMON(3%z"x 0.162");OR 3 EACH 16"O.C.FACE NAIL d BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST STAPLE GALVANIZED, 15 3-16d BOX(3X2"x 0.135") 2 EACH 16"O.C.FACE NAIL 35 %"GYPSUM SHEATHING 7 7 D.11 9'-9"x 10'-0" ACTIVE-PASSIVE 7` OR BLOCKING(AT BRACED WALL PANELS) 4-3"x 0.131"NAILS 4 EACH 16"O.C.FACE NAIL 1 Y°LONG, 1/"SCREWS, 7 f" TYPE W OR S D.12 10'-0"x 8'-0" ACTIVE-PASSIVE � � �l' �� 4-8d BOX(2%"x 0.113");OR 13/"GALVANIZED ROOFING NAIL; 3-16d BOX(3%2'x 0.135");OR d a�1 „ 36 8"GYPSUM SHEATHING STAPLE GALVANIZED. 7 7 D.13 10'-0"x 10'-0" ACTIVE PASSIVE 4 8d COMMON(2! x 0.131");OR TOE NAIL 18"LONG, 18"SCREWS, �� 3' 21' SCO 4-10d BOX(3":K 0.128");OR i D.14 8'9"x 10'0" _ F 4-3"x 0.131"NAILS TYPE Vt OR O PASSIVE-ACTIVE � 16 TOP OR BOTTOM PLATE TO STUD WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 2-16d COMMON(3 D.15 8'-9"x 10'-0" ACTIVE PASSIVE %"x 0.162"),OR 3-16d BOX(3z"x 0.135");OR END NAIL / AND LESS 6d DEFORMED(2"x 0.120")NAIL;OR 2 VERIFY WITH ALL MANUFACTURER'S PRIOR TO ORDERING ANY WINDOW SYSTEM. 3-10d BOX(3"x 0.128");OR 37 s " 6 12 3 3"x 0.131"NAILS 8d COMMON(2%"0.131")NAIL VERIFY WITH OWNER FINAL DOOR WIDTH AND GLIDING DIRECTION 2-16d COMMON(3%"x 0.162");OR 8d DEFORMED ?2"x 0.120" NAIL;OR TOP PLATES,LAPS AT CORNERS AND „ 38 7 ' 17 3-10d BOX{3"x 0.128},OR FACE NAIL /a' -1' ) 6 12 GENERAL NOTES: INTERSECTIONS 3-3"x 0.131"NAILS 8d COMMON(2%"0.131")NAIL ALL WINDOWS AND EXTERIOR DOORS TO BE TEMPERED,SAFETY GLASS ALL WINDOWS AND EXTERIOR DOORS TO BE WIND-BORNE DEBRIS, IMPACT-RESISTANT GLASS 3-8d BOX(Z%"x 0.113");OR 39 18" 1%" 8d DEFORMED(2%"x 0.120")NAIL;OR WINDOWS AND EXTERIOR DOORS THAT ARE NOT WIND-BORNE DEBRIS, IMPACT-RESISTANT GLASS 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON(Z'/"x 0.131");OR 10d COMMON(Z%"0.131")NAIL 6 12 TO USE PROTECTION FROM WIND-BORNE DEBRIS FOR OPENINGS,SEE DETAILS ON A-005.00. No. Date Submission / Revisions FACE NAIL 2-10d BOX(3"x 0.128");OR ALL WINDOWS TO HAVE AUDIBLE ALARM-SEE POOL NOTES ON A-002.00 $.$,22 FILE FOR BUILDING PERMIT 2 STAPLES 1%" ALL WINDOWS-EXTERIOR COLOR AS PER OWNER ALL WINDOWS NECESSARY FOR EGRESS ARE SPECIFIED IN WINDOW SCHEDULE UNDER"REMARKS". 0.1 10.21.22 GENERAL REVISIONS 3-8d BOX(2%"x 0.113");OR ALL GLAZING TO LOW-E4, 2-8d COMMON(2/"x 0.131");OR VERIFY WITH OWNER OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS GENERAL REVISIONS3 23 Q 2 5 19 1"x 6"SHEATHING TO EACH BEARING 2-10d BOX(3"x 0.128");OR FACE NAIL HARDWARE TO BE SELECTED BY OWNER FILE FOR BUILDING PERMIT 2 STAPLES, 1"CROWN, 16ga., 8"-TYP. 1 8" 7%' 4/,: : 1�/"LONG %" 5/ /,: �:: /:, 8:: /:, 58 4 52° a / 4.. /„ /: 3 z, ' EGRESS WINDOWS „ 3 8d BOX 2%z°x 0.113' ;OR 52 ( ) 'ice - R310.1 WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE 3-8d COMMON(2,Y2"x 0.131");OR _ THAN 44"ABOVE THE FLOOR. 3-10d BOX T x 0.128" ;OR UNDERSIDE OF UNDERSIDE OF ( ) CEILING UNDERSIDE OF CEILING a R310.1.1 MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR 3 STAPLES, 1"CROWN, 16ga,, UNDERSIDE OF CEILING ` UNDERSIDE OF OPENING OF 5.7 SQ.FT, EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.FT. 1Y4"LONG CEILING 2-2"x6"WOOD 5 2-2"x6"WOOD ;, CEILING__",, EILING 2-2"x4"WOOD 8310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24" FACE NAIL TOP PLATE TOP PLATE '---�" 2-2"x6"WOOD TOP PLATE - R310.1,3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING OF 20". WIDER THAN T'x8" TOP PLATE 8310.1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE 20 1"x 8"AND WIDER SHEATHING TO EACH 2-2"x6"WOOD t BEARING 4-8d BOX(Z% 1 LAYER,8"G.W.B. 1 LAYER "x 0.113");OR TOP PLATE - itf OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 2 LAYERS 1 LAYER 8"G.W.B. 3 8d COM MON( "x 0.131"};OR e „ 2 LAYERS,8"G.W.B. 3-10d BOX(3"x 0.128");OR 1 LAYER G.W.B. 8"WATER-RESISTANT R-15 BATT INSULATION OR 4 STAPLES, 1"CROWN, 16ga,, 8"G.W.B. EACH SIDE 1 %"PLYWOOD, G.W.B. CLOSED CELL SPRAY FOAM DBL. HGT.SIDE 13/"LONG EACH SIDE 2"x6"@ 16"O.C. 2"x6" 16"O.G. 2"x6"@ 16"O.C. INSULATION _ 2"x6"@ 16"O.C. WOOD STUDS WOOD STUDS WOOD STUDS 2"RIGID INSULATION BOARD WOOD STUDS -� HORIZONTAL HORIZONTAL 2"x4" 16"O.C. HORIZONTAL HORIZONTAL @ Project Address: FOR SI: 1 inch=25.4 mm, 1 foot=304.8mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa BRACING/BLOCKING BRACING/BLOCKING `_ - BRACING/BLOCKING WOOD STUDS BRACING I BLOCKING HORIZONTAL a.Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing R-21 BATT INSULATION R-21 BATT INSULATION6073 OREGON ROA connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0,192 inch(20d common nail), BRACING 1 BLOCKING 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. 1 LAYER 5 ° LOT 3 b.Staples are 16 gage wire and have aminimum%6 inch on diameter crown width. 6 , �_. 1 LAYER,/ G.W.B. WALL TILE ON FOUNDATION WALL - LOT 9 9 / G.W.B. 2 LAYERS EACH SIDEs " 2 LAYERS,8"G.W.B. /a"THINSET MORTAR 1 LAYER (� (� c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. EACH SIDE _ �� 6-MIL POLY WATERPROOFING 8„G.W.B. �° V U T V H O G U E 2"x6"@ 16"O.C. PLYWOOD, MEMBRANE R-15 BATT INSULATION OR d.Four foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. WOOD STUDS 2"x6"@ 16"O.C. STAIR SIDE ONLY 1 LAYER,%"DUROCK CLOSED CELL SPRAY FOAM f WOOD STUDS 2"x6"@ 16"O.C. �:' WATER-RESISTANT INSULATION I V E YO , 11935 e.Spacing of fasteners not included in this table shall be based on Table R602,3(2). WOOD STUDS CEMENT BOARD R 21 BATT INSULATION 2"RIGID INSULATION BOARD f.Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to able end wall framing shall be spaced 2"x6" 16"O.C. Date: 5.3.23 9 P P 9 P 9 9 9 P R-21 BATT INSULATION ' -�---"" ,� 6 inches on center.Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be WOOD STUDS; WOOD STUDS spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and able end walls;and 4 inches cn center to able end wall framing. 2"x6"WOOD 2"x6"WOOD _ 2"x6"WOOD e :, o Project No: 22.001 P 9 9 9 9 1 LAYER,/ WATER-RESISTANT 2"x4"WOOD SOLE PLATE SOLE PLATE SOLE PLA ?:_ G.W.B. Gypsum sheathing shall conform to ASTM 1396 and shall be installed in accordance with GA 253.Fiberboard sieathin shall conform to ASTM C 208. SOLE PLATE Scale: AS NOTED FINISH FINISH -- FINISH - FINISH - �! ; 2"x6"WOOD g YP g g SOLE PLATE Drawn By: JC h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported b framing members and required blocking and at floor perimeters only. FLOOR FLOOR FLOO FLOOR R 9 9 P 9 PP P 9 PP Y 9 q 9 P Y ( i FINISH Dwg. Title: Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor FL00 sheathing panel edges perpendicular to the framing members need to be provided except as required by other provisions of this code. Floor perimeter shall _____.........__. _._ be supported by framing members or solid blocking. AS DRAWN AS DRAWN AS DRAWN SCHEDULES i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails 1 2 3 4 AS DRAWN 5 AS DRAWN from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. WALL TYP S BATHROOM(WET)SIDE: BATHROOM SIDE: HALL SIDE: MECHANICAL ROOM SIDE: PROVIDE ONE 1 LAYER CLOSET SIDE: PROVIDE ONE 1 LAYER a ( } 2a <S> 3a PROVIDE ONE(1)LAYER 4a PROVIDE R-21 BATT INSULATION IN WALL AND 5X ( ) 8"WATER-RESISTANT G.W.B. PROVIDE ONLY ONE(1)LAYER OF 8"G•W.B. 8"WATER-RESISTANT G.W•B. TWO(2)LAYERS 8"G.W.B. 8"TYPE'X'FIRE-RESISTANT G.W.B. Dwg. No.: BOTH SIDES OF WALL:1 3b NON-BATHROOM SIDE: ALL WOOD IN CONTACT WITH CONCRETE b PROVIDE ONE(1)LAYER NO INSULATION 4b 5 PROVIDE ONE(1)LAYER G.W.B. TO BE PRESSURE TREATED 8"WATER-RESISTANT G.W.B, GENERAL NOTES: MECHANICAL ROOM SIDE: - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 4cBATHROOM SIDES: 1 X PROVIDE ONE(1)LAYER - PROVIDE BLOCKING+PLYWOOD BRACING AS REQUIRED FOR SINK, PROVIDE ONE(1)LAYER 8"WATER-RESISTANT G.W.B. %"TYPE'X'FIRE-RESISTANT G.W.B. MEDICINE CABINET AND VANITY FINISH AS SELECTED BY OWNER WALL TYPES SCALE: 1"=V-0" Page: 04 OF 27 Architect: TABLE R602.3(1) FASTENING SCHEDULE- as per the 2020 International Residential Building Code- New York State CURTISS A.D. NUMBER AND TYPE NUMBER AND TYPE ,James Curtiss, R.A. ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS 1527 Franklin Avenue - Ste. 306 Mineola, N.Y. 11501 ROOF FLOOR Generated by REScheck-WebSoftware I 4-8d BOX(2%"X 0.113")OR 4-8d BOX(2%"x 0.113")ORj Compliance 'cale 718.702.7354 1 BLOCKING BETWEEN CEILING JOISTS 3-8d COMMON(2%"x 0.131")OR TOE NAIL 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2%"x 0.131")OR TOE NAIL jcurtissarch@gmail.com OR RAFTERS 3-10d BOX(3"x 0.128");OR 3-10d BOX(3"x 0.128");OR 3-3"x 0.131"NAILS 3-3"x 0.131"NAILS www.curtissad.com i I 4-8d BOX(2%"x 0.113")OR 8d BOX(2)/2"x 0.113") 4"O.C.TOE NAIL Owner: 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(2/"x 0.131")OR 22 RIM JOIST,BAND JOIST OR BLOCKING TO Project 6073 Oregon - L3 3-10d BOX(3"x 0.128");OR PER JOIST,TOE NAIL SILL OR TOP PLATE(ROOF APPLICATIONS ALSO) 8d COMMON(Z/"x 0.131")OR NF SALTY GROUP LLC 10a BOX(3" )'x 0.128° OR 6°o.c.TOE NAIL c/o Thomas Juul-Hansen, LLC 3-3"x 0,131"NAILS Energy Code: 2018 IECC 3"x 0.131"NAILS CEILING JOIST NOT ATTACHED TO Location: Cutcho+ ue, New York 15 Maiden Lane, 19th Floor PARALLEL RAFTER,LAPS OVER PARTITIONS 4-10d BOX(3"x 0.128")OR 3-8d BOX 2/"x 0.113" OR Type: Single-family 3 SEE SECTIONS 802.3.1,R802.3.2 AND 3-16d COMMON(3%"x 0.162" OR FACE NAIL ( ) Construction T g y New York, N.Y. 10038 [ ) 2-8d COMMON(Z/"x 0.131")OR Project Type: New Construction TABLE R802.5.1(9)J 4 3"x 0.131"NAILS 23 1"x6"SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX(3"x 0.128");OR FACE NAIL Conditioned Floor Area: 1,940 ft2 212.929.7109 2 STAPLES, 1"CROWN, 16ga., Glazing Area 42% CEILING JOIST ATTACHED TO 13/4"LONG Climate Zone: 4 (5572 HD®) 4 PARALLEL RAFTER(HEEL JOINT) TABLE R802.5.1(9) FACE NAIL Permit Date: [SEE SECTIONS 802.3.1,R802.3.2 AND 3-16d BOX(3% )"x 0.135" OR TABLE R802.5.1 9 24 2"SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAI_ Permit Number: ( )] 2-16d COMMON(3%"x 0.162") COLLAR TIE TO RAFTER,FACE NAIL OR 4-10d BOX(3"x 0.128")OR FACE NAIL Construction Site: Owner/Agent: Designer/Contractor: 16d BOX(3%"x 0.135")OR 6073 Oregon Road James Curtiss Consultants: 1%"x 20ga.RIDGE STRAP TO RAFTER. 3-10d COMMON(V2"x 0,148")OR EACH RAFTER 25 2"PLANKS(PLANK&BEAM-FLOOR&ROOF) 2.164 COMMON 3%"x 0.162" AT EACH BEARING, FACE NAIL Lot 3 CURTISS A.D. 4-3"x 0.131"NAILS ( 2 ) Cutchogue, New York 11935 1527 Franklin Avenue Structural Engineer: 3-16d BOX NAILS(3%"x 0.135")OR 3-16d COMMON(3%"x 0.162")OR Suite 306 3-1od COMMON(3"x 0.148")OR 2 TOE NAILS ON ONE SIDE AND 4-10d BOX(3"x 0.128");OR Mineola, NY 11501 Refill Tarantino „ END NAIL 7187027354 Y 4-10d BOX(3 x 0.128");OR OF EACH RAFTER OR TRUSS 4-3'x 0.131 NAILS;OR7 jcurtissarch@gmail.com 100 Park Blvd. 4-3 x 0.131"NAILS 4-3"x 14 ga.STAPLES,/6"CROWN #209 NAIL EACH LAYER AS FOLLOWS: �, ;' - �.".. �,,,, ,,m, �,,,,,r �..,,,, r, �;,,,, ,,,,, , 4-16d BOX NAILS(3%"x 0.135")OR � � Massapequa Park, New York 11762 3-10d COMMON T x 0.148" OR i , TOE NAIL 20d COMMON(4 x 0.192)OR 32"O.C,AT TOP AND phone 631.724.7888 4-10d BOX(3"x 0.128");OR BOTTOM AND STAGGERED Compliance: 26.5%Better Than Code Maximum UA: 1304 Your UA: 959 Maximum SHGC: 0.40 Your SHGC: 0.32 4-3"x 0.131"NAILS The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. ROOF RAFTERS TO RIDGE,VALLEY OR HIP It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 7 RAFTERS OR ROOF RAFTER TO BUILT-UP GIRDERS AND BEAMS, 10d BOX(3"x 0.128");OR 24"O.C. FACE NAIL AT TOP AND BOTTOM Slab-on-grade tradeoffs are no longi--r Considered in the Ufa.or performance complianrQ pat%: in REScheck. Each slab-or;-grad- MIN.2"RIDGE BEAM 3-16d BOX NAILS(3%"x 0.135")OR 27 2-INCH LUMBER LAYERS 3"x 0.131"NAILS STAGGERED ON OPFOSITE SIDES, assembly in the specified climate zone must meet the nninimurn energy code insulation R-value and depttl requirements. 2-16d COMMON(3"x 0.162")OR 3-10d BOX(3"x 0,128");OR TOE NAIL AND: � 3 3"x 0.131"NAILS 2-20d COMMON(4"x 0.192")OR Envelope Assemblies FACE NAIL AT ENDS AND AT EACH SPLICE p 3-10d BOX(3"x 0.128");OR WALL 3 3"x 0,131"NAILS 4-16d BOX(3%"x 0.135")OR 16d COMMON3%"x 0.162" 24"O.C.FACE NAIL COMMON( ) 28 LEDGER STRIP SUPPORTING JOISTS OR 3-16d COMMON(3"x 0,162");OR AT EACH JOIST OF RAFTER,FACE NAIL I Ceiling: Cathedral Ceiling 2,841 49.0 0.0 0.022 0.026 63 74 8 STUD TO STUD(NOT AT BRACED WALL PANELS) RAFTERS 4-10d BOX(3"x 0.128");OR 10d BOX(3"x 0.128");OR 16"O.C.FACE NAIL 4-3"x 0.131 NAILS Ceiling 1: Cathedral Ceiling 428 49.0 0.0 0.022 0.026 9 11 3"x 0.131"NAILS i Wall: Wood Frame, 16" D.C. 6,627 28.0 0.0 0.050 0.060 191 229 29 BRIDGING TO JOIST 2-10d BOX(3"x 0.128") EACH END,TOE NAIL Door: Glass Door(over 50%glazing)16d BOX(3%"x 0.135")OR 12"O.C.FACE NAIL SHGC: 0.32 87 0.350 0.320 30 28 STUD TO STUD AND ABUTTING STUDS.AT 3"x 0.131"NAILS SPACING OF FASTENERS Window: Metal Frame w/Thermal Break 9 INTERSECTING WALL CORNERS NUMBER AND TYPE SHGC: 0.32 2.723 0.230 0.320 626 871 ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c EDGES Intermediate (AT BRACED WALL PANELS) 16d COMMON(3%"x 0.162") 16"O.C.FACE NAIL OF FASTENER (inches)h supports c,e Floor:All-Wood Joist/Truss 1,926 49.0 0.0 0.021 0,047 40 91 (inches) Floor 1: Slab-On-Grade(Heated) 128 15.0 1.250 0.645 0 0 Insulation depth: 2.0' 16d COMMON(3%"x 0.162") 16"O.C.EACH EDGE FACE NAIL WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL BUILT-UP HEADER(2"TO 2"HEADER WITH SHEATHING TO FRAMING 10 %"SPACES) 16d BOX(3/ x 0.135) 12"O.G. EACH EDGE FACE NAIL [SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] 5-8d BOX(Z/2"x 0.113")OR 6d COMMON(2"x,0.113") 11 CONTINUOUS HEADER TO STUD 4-8d COMMON(2%"x 0.131")OR TOE NAIL 30 %"-%" nail(subfloor,wall)' 6 12f 4-10d BOX(3"x 0.128") 8d COMMON NAIL(2%2"x 0.131") Project Title: 6073 Oregon - L3 Report date: 07/31/22 nail(roof) Data filename: Page 1 of 2 I 16d COMMON(3%"x 0.162") 16"O.C. FACE NAIL 31 �s „ 12 TOP PLATE TO TOP PLATE /2" 1" 8d COMMON NAIL(2/2 x 0.131") 6 12f 10d BOX(3"x 0.128");OR 12"O.C.FACE NAIL 3"x 0.131"NAILS 32 14"-1 4" 10d COMMON(3"x 0.148")NAIL;OR 6 12 8d(2%"x 0.131")DEFORMED NAIL DOUBLE TOP PLATE SPLICE FOR SDGs A-D2 8-16d COMMON(3%"x 0.162")OR WITH SEISMIC BRACED WALL LINE 12-16d BOX(3Y x 0.135")OR OTHER WALL SHEATHING g SPACING<25' 12-10a BOX(3"x 0.128");OR FACE NAIL ON EACH SIDE OF END Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other 12-3"x 0.131"NAILS JOINT(MINIMUM 24"LAP SPLICE calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in 13 DOUBLE TOP PLATE SPLICE D0, D1,OR D2; REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. , %"STRUCTURAL CELLULOSIC 1%"GALVANIZED ROOFING NAIL' AND BRACED WALL LINE SPACING.?!25' 12 16d(3/„ LENGTH EACH SIDE OF END JOINT)x 0.135) 33 FIBERBOARD SHEATHING %6"HEAD DIAMETER,OR 1"CROWN 3 6 Seal: STAPLE 16 ga., 14".LONG Name-Title Signature Date 16d COMMON(3%"x 0.162") 16"O.C.FACE NAIL 13/"GALVANIZED ROOFING NAIL, '14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 34 2%2"STRUCTURAL CELLULOSIC %6"HEAD DIAMETER;OR 1"CROWN 3 6 FIBERBOARD SHEATHING STAPLE 16 ga., 14"LONG OR BLOCKING(NOT AT BRACED WALL PANELS) 16d BOX(3%2'x 0.135");OR � �� 3"x 0.131"NAILS 12"O.C.FACE NAIL „ %"GALVANIZED ROOFING NAIL; CLIMATE AND GEOGRAPHIC DESIGN CRITERIA o��'� 2-16d COMMON(3/ x 0.162");OR 3 EACH 16' O.C.FACE NAIL d BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST STAPLE GALVANIZED, ENERGY CODE [REFER TO TABLE R301.2(1)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.] 15 3-16d BOX(3%2'x 0.135") 2 EACH 16"O.C.FACE NAIL 35 %"GYPSUM SHEATHING 7 7 OR BLOCKING(AT BRACED WALL PANELS) 1/"LONG, 1/"SCREWS, 4-3"x 0.131"NAILS 4 EACH 16"O.C.FACE NAIL 1t TYPE W OR S WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC ICE BARRIER AIR MEAN 4-8d BOX(Z%"x 0.113");OR s „ 7SPEEDd) TOPOGRAPHICAL SPECIAL FROST WINTER FLOOD1/c GALVANIZED ROOFING NAIL; SNOW WIND-BORNE DESIGN UNDERLAYMENT FREEZING ANNUAL 3-16d BOX(3%i'x 0.135");OR d EFFECTS k WIND WEATHERING(a) LWE TERMITE(c) DESIGN REQUIRED h HAZARDS(g) INDEX'36 $ GYPSUM SHEATHING STAPLE GALVANIZED, 77LOAD ( ) REGION(l) DEBRIS ZONE(m) CATEGORY(f) TEMP(e) ( ) (I) TEMP.Q) 4-10d BOX(3"x(0,128");OR TYPE W OR S SCREWS, () DEPTH MODERATE NOT IN FLOOD �� 1 27.1 �O 4 8d COMMON 2/ x 0.131' ;OR TOE NAIL s „ s „ (b) 03j 4-3 x 0.131 NAILS 20 PSF 130 NO NO YES B SEVERE 3 FEET TO HEAVY 20 YES 1500 ©� ZONE 16 TOP OR BOTTOM PLATE TO STUD WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING I F 2-16d COMMON(3%"x 0.162");OR a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE 3-16d BOX(3%"x 0.135");OR END NAILWEATHERING INDEX,"NEGLIGIBLE","MODERATE",OR"SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3).THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C34,C55,C62,C73,C90, C129,C145,C216, 3-10d BOX(3"x 0.128");OR 37 %"AND LESS 6d DEFORMED(2"x 0.120")NAIL;OR 6 12 OR C652. 3-3"x 0.131"NAILS 8d COMMON(2%"0.131")NAIL b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1),THE JURISDICTION SHALL FILL IN THE FRONT LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. 2-16d COMMON(3%"x 0.162"),OR c.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE, 8d DEFORMED(2%"x 0 17 TOP PLATES,LAPS AT CORNERS AND 3-1od BOX(3"x 0.128");OR FACE NAIL 38 B"-1" .120"}NAIL;OR 6 12 d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE R301.2(4)A],WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN INTERSECTIONS 3-3"x 0.131"NAILS 8d COMMON(2)12"0.131")NAIL ACCORDANCE WITH SECTION R301.2.1.4. e.THE OUTDOOR DESIGN DRY-BULN TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97%-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE,DEVIATIONS FROM THE APPENDIX D 3-8d BOX(Z%"x 0.113");OR „ 8d DEFORMED(V2"x 0.120")NAIL;OR TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. 2-8d COMMON(Z%"x 0.131");OR 39 1/ 1/ 10d COMMON(Z%"0.131")NAIL 6 12 f.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1. 18 1"BRACE TO EACH STUD AND PLATE 2-10d BOX(3"x 0.128");OR FACE NAIL g.TO ESTABLISH FLOOD HAZARD AREAS,EACH COMMUNITY REGULATED UNDER TITLE 19,PART 1203 OF THE OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK(NYCRR)SHALL ADOPT A FLOOD No. Date Submission / Revisions 2 STAPLES 1%4' FOR SI: 1 inch=25.4 mm, 1 foot=304.8mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa HAZARD MAP AND SUPPORTING DATA.THE FLOOD HAZARD MAP SHALL INCLUDE,AT A MINIMUM,SPECIAL FLOOD HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IN THE FLOOD INSURANCE STUDY 8.8.22 FILE FOR BUILDING PERMIT FOR THE COMMUNITY,AS AMENDED OR REVISED WITH: a.Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing i.THE ACCOMPANYING FLOOD INSURANCE RATE MAP FIRM 0.1 10.21.22 GENERAL REVISIONS 3-8d BOX(2%"x 0.113"};OR . . (FIRM) connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail), ii.FLOOD BOUNDARY AND FLOODWAY MAP FBFM ,AND 2-8d COMMON(�"x)-OR131 );OR 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. iii. RELATED SUPPORTING DATA ALONG WITH ANY THERETO. GENERAL REVISIONS 19 1"x 6"SHEATHING TO EACH BEARING 2-10d BOX(3"x 0.128");OR FACE NAIL 0.2 5.3.23 THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND DECLARED TO BE PART OF THIS SECTION. FILE FOR BUILDING PERMIT 2 STAPLES; 1"CROWN, 16ga., b.Staples are 16 gage wire and have a minimum%6-inch on diameter crown width. h. IN ACCORDANCE WITH SECTIONS R905.1.2, R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1.,AND R905.8.3.1,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN 13/"LONG THIS PART OF THE TABLE WITH"YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater, i.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX BF-DAYS FROM FIGURE R403.3 2 OR FROM THE 100-YEAR 99 PERCENT VALUE ON THE NATIONAL CLIMATIC DATA 3-8d BOX(2%2"x 0.113"};OR ( ) ( ) ( ) 3-sd COMMON(2%"x 0.131");OR CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREES F.)" 3-10d BOX(3"x 0.128");OR d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. j.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREES F.)" 3 STAPLES, 1"CROWN, 16ga., k. IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS 13/4"LONG e.Spacing of fasteners not included in this table shall be based on Table R602.3(2), PART OF THE TABLE WITH"YES".OTHERWISE THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE, I. IN ACCORDANCE WITH FIGURE R301.2(4)A,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES"AND IDENTIFY ANY SPECIFIC FACE NAIL f.Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced REQUIREMENTS,OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. 20 1"x 8"AND WIDER SHEATHING TO EACH WIDER THAN 1"x0. 6 inches on center.Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be " 9 P 9 P 9 P 9 PP m.IN ACCORDANCE WITH SECTION R301.2.1.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONES .OTHERWISE,THE JURISDICTION SHALL INDICATE NO"IN THIS PART OF THE TABLE. BEARING 4-8d BOX MO x 112"x );OR spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. n.THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOAD FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR 3-8d COMMON(Z%"x 0,131");OR 3-10d BOX(3"x 0.128");OR g.Gypsum sheathing shall conform to ASTM 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. 4 STAPLES, 1"CROWN, 16ga., AS PER FIGURE R301,2(4)B-PROJECT IS NOT LOCATED IN A REQUIRED WIND DESIGN REGION. 1/"LONG h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members need to be provided except as required by other provisions of this code.Floor perimeter shall Project Address: be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails WIND - BORNE DEBRIS PROTECTION FOR OPENING 6073 73 0 R �.7 0 R07A\D from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT:35) SHUTTER ASSMBLY LOT 3 N.T.S. FOR PANEL SPANS:04-0"WIDE SPAN 2„(a")APA SPAN-RATED za SHEATING GRADE PLYWOOD CUTCH 0 G U (OVERLAP AROUND OPENING 4") ASSEMBLY: NEW YORK, 11935 ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING W/#10x3"(w/ WASHERS)GALV.OR STAINLESS STEEL WOOD SCREW @ 16"O.G. Date: 5.3.23 ALTERNATIVE FASTENERS FOR SHUTTER TO BUILDING. #10 TEE NUTS ATTACHED TO BLDG,w/#10 x 11"(w/WASHERS) Project No: 22.001 MACHINE BOLT @ 12"O.C. Scale: AS NOTED SHUTTER ASSEMBLY Drawn By: 3C N.T.J. M.UI`I 'L lC1:ONASSLMBLY.}' DW Title: FOR PANEL SPANS 4'OR WIDER SPAN HICK BOBS d1 OC. g 52"APA SPAN-RATED Aa SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENING 4") ENERGY CODE 2x4 STRONG BACKS @ 24"O.C. ASSEMBLY TABLES 1)PRE ASSEMBLED P x4's,#10X3"(w/WASHERS)GALV.OR STAINLESS STEEL WOOD SCREW @ "O.C. 2)ATTACHING STRUCTURAL PANEL:FAS%WOOTO BUILDING wl#10x3"(w/ WASHERS)GALV.OR STAINLESS STEEL CREWS @ 16"O.C. Dwg. No.: ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING, #10 TEE NUTS ATTACHED TO BLDG.w/#10x 11"(w/WASHERS) , MACHINE BOLT @ 12"O.C. WINDOWS-GLAZING OPENING PROTECTION IS REQUIRED FOR ALL GLAZING AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE A 005000 MENTIONED WINDOWS.PANEL TO BE PRECUT TO FIT OVER WINDOW WITH HARDWARE PROVIDED.FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS,HEADER&SILL PLATE. PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL Page: 05 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 SEE 1 I A-104,00 FOR CONTINUATION I I I I t Consultants: 1 I I I I I I I A-201.00 % I I I I I I I I Structural Engineer: 0.2 I i I I I I Reilly Tarantino I I I I 100 Park Blvd. SEE STRUCTURAL DRAWINGS PREPARED BY REILLY-TARANTINO FOR ALL: ��, C81 I I UNEXCAVATED I I UNEXCAVATED UNEXCAVATED I = 1. FOUNDATION WALL&FOOTING THICKNESS,COMPOSITION,AND REINFORCING I 1 2 I M� N #209 2. SLAB THICKNESS,COMPOSITION,AND REINFORCING. A-301.00 Massapequa Park, New York, 11762 3. FLOOR JOISTS 1 2 I , / phone 631.724.7888 4. ADDITIONAL STRUCTURAL DETAILS AND CONNECTIONS A-301.00 A-300.00 SMOKE AND CARBON MONOXIDE DETECTORS TO FOLLOW NOTES ON A-002.00 AND INDICATED IN PLAN I 1 2"RIGID INSULATION BOARD I RAILINGS AND GUARDS TO FOLLOW NOTES ON A-002.00 I 1 I I ON EXTERIOR SIDE OF I f FOUNDATION WALL I 1 I I I I I I I 61' 1z., I I 1 I I I 5'-1Z' 31 I 3.. b I I I 0.2 20'-74"' 2 24 37'-3" 1 I 10'-3., 2A.�4 „ g.7 12'-74 4'-112" 0.. 1'0" i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 9'-34" a 4" L - - - - - I L - - - - - - - - - - - - - 1 F -� N 2 I I c O _ ,. .... P • • b I — i I 1 f �- - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - - - - -46'=3' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —{ - - - - - - - - - - - - ,I•; 1 2 I UNEXCAVATED !� � UNE C 2"RIGID INSULATION BOARD 0 EXT RIOR SIDE OF 0 ° / .' 2"RIGID INSULATION BOARD 4 �o� ON EXTERIOR SIDE OF FOUNDATION WALL - - - - - - - I ., °- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - — — x — ; p 'r o I r' C I .Tr a , i' r • • , E f t I P I IL- f. •.(k.f, t YvTt• Cr`x'rl . . ;� .e rxi. •.1Y i f.-SL •. - - - — - - - - - - - - - - - - 5 - - - { i- - - - - - - - - - - - - - - - - - - - - - - -u 5 - - - - - - - - - - - - -I —I— - - - -F— -- - - - - - - - - - - - -i I;_..... 1 I I CD 5 �f = � co LO 0 1 __,_X SD CO I i I - - - I 1x PITCH SLAB TO DRAIN Y"I FOOT. Up DRAIN TO DRYWELL DN 15R @ 7.1„ " I 12"POURED CONCRETE FOUNDATION WALL I I I I ;_ I 14T @ 11" SEE STRUCTURAL DRAWINGS FOR ALL INFORMATION. " I � I I �•\I•, I 4<�FINISHED - - 4- I I PROVIDE MECHANICAL I ,• I BASEMENT -_ _... _... �. '� � • I MECHANICAL I MAKE-UP AIR FROM OUTSIDE. F I I I--- � '•� I 1 I FLOOR SLAB @+63'5' FLOOR SLAB @+63' 5" F, I �� I I I TYPE WALL WALLS ' . AND CEILING. FF SEAL AIL DINTS AND UNEXCAVATED �� 1 ' I .'.„ LINE OF FINISH PROVIDE RAILING I PENETFfA IT ONS LINE OF EXTERIOR WALL WALLS ABOVE SEE GUARD NOTES I WITH FI RATED CAULK I ABOVE,TYP. i I A 002.00 Seal: I I 13'-5" 6'-0" { , 5x 2 RIGID INSULATION BOARD k 2 i I ON EXTERIOR SIDE OF FOUNDATION WALL i 2.3," - ' I • I I I I ��i%, � p�� ®s�� A-200.00 5— � — — / 1 UP 16R T " I LINE OF WALLS ABOVE,TYP. . 4' 1 d, 15T 11I' 1 I : :. A-300.00 �I u, D 2 7" @ LINE OF FOOTING,TYP. I 2 -44 \ 5 5 1@ 1., 11a J'-34' �j_Q,; 1 5 - - -� — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L— — - - - - - - - - - - - - - - - I I - A.A p`Lfxi A I•Rf. A A. A �^a S, ti•.y 'a I 0 .��f V x.. ,d un s 5 .!x `s •G::. ,x.r:' '8 a +xYiet_ .,zkt9F''lz:.d: :'r°fY sz f u A A • r ,x ' -u! s.A:° ,xU of :r•1 .r.,f !x°f,.Eittix: •'s" a • r . gAf1. Y L .. e ° "xf t .. a ., • 0 l �l a f a • I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ION BOA- - - - - - - - - - - - - _ _ _ _JG bN 2"R ID INS bN IDI SU T RD / - ON EX IDR SIDE OF FOUNDATION WALL ON EXTERIORS }e :, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - I ' I I .. 1 r - UNEXCAVATED l A •i co CC) I I I 't—' sa a ,A. I I aI:" , , r • • • .. . I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 - _34.. 1 r fl'p 20'-74., I •I 481' - - - - - - - I LO M I ms`s° No. Date Submission / Revisions I LINE OF EXTERIOR FINISH WALLS ABOVE 8.8.22 FILE FOR BUILDING PERMIT 0.1 10.21.22 GENERAL REVISIONS 17 GENERAL REVISIONS 0.2 5.3.23 LINE OF EXTERIOR I ,; • I I / �- `` y I 0" I FILE F FINISH WALLS ABOVE, OR BUILDING PERMIT TYPICAL R Cb oh I I �s R,a ` ` • i I I I os UNEXCAVATED ° UNEXCAVATED LO Nil 6 ' `l :• f ' ` ' '` I MIS i i 20'-74., I �J i,-0,1 22'-73" 0„ 50'-71" 3„ Project Address: a 2 22'74 95' 11" 6073 OREGON OA LOT 3 1 CUTCHGUE A-200.00 NEW YORK, 11935 Date: 5.3.23 FOUNDATION — BASEMENT PLAN Project No: 22.021 SCALE:Y4"=1'-C" Scale: AS NOTED Drawn By: JC Dwg. Title: FOUNDATION PLA Dwg. No.: I Page: 06 OF 27 Architect: CU TI S A.D. James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor /0.2 New York, N.Y. 10038 SEE 2/A-104.00 FOR CONTINUATION 212.929.7109 GENERAL NOTES: UJ SEE STRUCTURAL DRAWINGS PREPARED BY REILLY-TARANTINO FOR ALL 1 STRUCTURAL INFORMATION SMOKE AND CARBON MONOXIDE DETECTORS TO FOLLOW NOTES ON A-002.00 AND INDICATED IN PLAN RAILINGS AND GUARDS TO FOLLOW NOTES ON A-002.00 r-4N aJ� 2N �� Consultants: 1 2 if A-3 1.00 R Structural Engineer: A-301.00 A-300.00 Reilly Tarantino / - 100 Park Blvd. 00 23' 112" 48 '34" 23' 112' #209 21'6" 1'OZ 10'-114" 1 0 11'74" 11-01, 11 8, 1 o„ 10'-111' 1'-OZ"74 9'-84" 64" cW'f Massapequa Park, New York, 11762 11'4" 2' 1" phone 631.724.7888 LEADER 6-2" 9'-2" 6'-2" "' LEADER LEADER O � N Ov 7;_0„ c� Cl) �� - - -- - - -- - - -- - _ - - - - - �- 7WJ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -- -- - -._. .. rN i - - -- - - - - - - - - - - - - - - 0.2 � /r M LEADER PITCH SLAB PITCH SLAB %"PER FOOT %"PER FOOT \ D.5 +42"GFCGFCI GFCI ( � � AWAY FROM HOUSE 7��, AWAY FROM HOUSE 1��, MUDROOV� 1a +42 Nr D I in s s 2 00 a / CLG.HGT @ 10'-0"�F. I DN DN 4R @ 6" 9' 8a' 1 24" 5'-94" �; 17' 102" 9' 11" FLOOR @+74.0' O 3T @ 11" EO 01 10 PROVIDE 2"PLYWOOD SHEATHINGD.4 LAUNDRY \ WALL CONSTRUCTION,TYPICAL: I ALL DOUBLE HGHT.SPACES \ D,6 PROVIDE RAILING CEDAR SHINGLE AS SELECTED BY OWNER ON - _ - = == -- - - _ CHUTE D NOTES - - - RAINSCREEN CEDAR BREATHER ON -- - \ SEE GUAR i i - - - - I� �, //O G SCI Ira A-002.00 BLUESKIN AIR MOISTURE BARRIER HOUSE WRAP ON 210-2"' " FCI I I GFI Y8" , 3 R 6"EA. 04 EXTERIOR GRADE PLYWOOD ON 2"x6"WOOD STUDS @ 16"O.C.W/ T @ 1 .25'E 42„ +4 R-21 BATT OR CLOSED CELL SPRAY FOAM INSULATION `� ;9 ii / \ ii P3 ; HALL SD CO 1 iLAUNDRY- HALL PLYWOOD SHEATHING(@ ALL DOUBLE HGHT.SPACES) W/ J 16'_1 0" II / _u SD CO I_ - - _ _ _ STORAGE %"GYP. BD, INTERIOR FINISH I = s II 1„ 1 PROVIDE RAILING I ' I 1.. - 6a IL, 4 9- 2' 10-" CLG.HGT @ 10'0' A,F,F. I LEADER 2�_ OZ a - a 3'-0 a SEE GUARD NOTES i- - - - - - FLOOR @+74.0' i CLG. HGT @ 10'-0"A.F.F. �� 4b A-002.00 I @ LEADER =N r ,�Qn GFCI _ 1 FLOOR +74,0' SD CO \ 7 ( " GFCI II 1 /^ +4A P,2 12'-04" SI II J I Ql GFCI DN 16R @ 7 SL.1 PROVIDE RAILING FIREPLACE +42° 11 SEE GUARD NOTES @ I I 3b 1a 6-81' 1a FOYER a 114 1 _ DINING AREA ((KITCHEN = PANTRY - " CLG.HGT,= 11'-0" i II N CLG.HGT.= 11'0" LG,HGT.=11'-0" C-G. GT.=11'0" - "' LIVING AREA WOOD FLOOR @+74.0' OOD FLOOR @+7 .0' U1'00 FLOOR @+74.0' - 3.0' WOOD FLOOR @+74.0' ooGFCWOOD FLOOR +75'-6" s ! I 4b I GFCI j UP 19R @ 7.26" �J MY \ 4 DN 15R @ 7.1" 18T @ 11" BATH 2 14T @ 11" u, +42" ! a PWDR sL, mbI 12A" / I 2 8'0 rJ I GFCI 1 a +42" % ® O ; -201.00 .� +42 P.1 1 GFCI 1 1 9;, PROVIDE RAILING 2 / dJ 3 R2' 6"EA. Z-221" 7' 14" �� SEE GUARD NOTES 1a 5'83" 4b " 1a 6'S3 1'3� A-200.00 T@17.25"E . ,, A002.Oa a 3'0 a 2 3'0' DN _C�;' <b> OB SD CO SD CO 78" 7a., 64„ 4'0" - 1 LO „. A-300.00 LEADER :. -- - - � ��wa ..- tl.. .. Bi co PROVIDE %"PLYWOOD SHEATHING @ 'r/ D.2 D.3 02 rJ ALL DOUBLE HGHT.SPACES 10'-0" 2'-0" 10'-0" 2'-0" 10.41, 2'-0" 10'-0" ; i I LEADER / bN PITCH SLAB PITCH SLAB �QQ�1 2T %"PER FOOT AWAY %4'PER FOOT AWAY f _ ti I FROM HOUSE FROM HOUSE , <a9 �N DEN o .._ CLG.HGT @ 10'-0"A.F.F. co O � 1 4 4„ 1 ( FLOOR @+74.0' i 2_. -0" a 10'-6" 11'0" 11'0" 10'-6" 24' 0" oil `' I ilj I PROVIDE %"PLYWOOD SHEATHING @-- ALL ALL DOUBLE HGHT,SPACES = I ' A.1 � I q No. Date Submission Revisions ICJ I N N JAV- _ 8.8.22 FILE FOR BUILDING PERMIT D.13 0.1 10.21.221 GENERAL REVISIONS IQII 8� I' pf 11I N N (i ( A.1 ( it GENERAL REVISIONS 0.2 5.3.23 N I IJ AFOR BUILDING PERMIT a N . Flo " 0" 1. 6'-42' 6-42' 6-32° / 6-32" 6,42 6'_42;, 1'0° 112 112 11�" 1 Project Address: 1 z z A-200.00 6073 OREGON OA LOT 3 CUCHOGUE NEWYORK, 11935 Date: 5.3.23 0.2 Project No: 22.001 Scale: AS NOTED FIRST FLOOR PLAN Drawn By: Jc SCALE:Y4"=1'-0" M Dwg. Title: FIRST FLOOR PLAN Dwg. No.: Am Page: 07 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 Consultants: Structural Engineer: SEE 3!A-104.00 FOR CONTINUATION Reilly Tarantino 1 100 Park Blvd. 0.2 A-201.00 % 2 #209 GENERAL NOTES: '� A-301.00 Massapequa Park, New York, 11762 SEE STRUCTURAL DRAWINGS PREPARED B(REILLY-TARANTINO FOR W19/ hone 631.724.7888 ALL STRUCTURAL INFORMATION 2 p SMOKE AND CARBON MONOXIDE DETECTORS TO FOLLOW 1 A-300.00 GUARDS NOTES ON A-002.00 AND INDICATED IN PLAN A-301.00 SEE NOTES ON A-002 RAILINGS AND GUARDS TO FOLLOW NOTES ON A-002.00 96'-22' 82" 72" a 2 r,. 21'6" 5'-12" z 5'3" 8' 10" 82 C L M N.1 1 N.2 N.1 0 Q 0 L . r� % O O O r, O O r� O e O O r, - - -- z- i \ ' HALL DN 2R @ 6° 1a � \ FLOOR @+86'6" GUARDS 1 T @ 11" LAUNDRY , i' SEE NOTES N A 002 CHUTE SD CO 63.. 63., 63„ 63' SD CO 8I D SD CO bN ( \ BATH 5— _05-41 a a a a a _ \ „ "' 6 1?„ „ 2' 10�" W.C. 1 1b 'ti 2'4' 2 11 3' 1' 5'- ' _ 5'6" z 12 1 z 4' 1" _ \ PROVIDE %"PLYWOOD SHEATHING @ 1 i 1 1a 1a 1 8'-1" 4'-0" 2'-g" WALL CONSTRUCTION,'TYPICAL: i \ ALL DOUBLE HGHT. SPACES �N � .� _ CEDAR SHINGLE AS SELECTED BY OWNER ON \ 6' CFM ! DN 1b GFCI _ RAIN SCREEN-CEDAR BREATHER ON \ I +42„ I ! II GFCI GFCI I II i BLUESKIN AIR MOISTURE BARRIER-HOUSE WRAP ON \ +42 11 l II 10 I-L s BA 4 2 +42° / ii �- / P I ARY BATHROOMT1,1 /"EXTERIOR GRADE PLYhlOOD ON 3a ; / \ n II \2"x6"WOOD STUDS @ 16"O.C.W( BA H 3124c II CL GT VARIESR-21 BATT OR CLOSED CELL SPRAY FOAM INSULATION II _LO " o ,n (j"PLYWOOD SHEATHING(@ ALL DOUBLE HGHT.SPACES) W( ( l IIII 3 II FLOC @+85-6 u O 5 ILI3 tl II 9 '� / II II 3., GYP. BD. INTERIOR FINISH \ 7s SL. II SL. 8 u o II 6a �,1N2'52' 3`7z' SD II n ! II All 6' DN 19R @ 7.26" 6'3" 2'-8" 52" \ M O SD SD ii 18T@ 11" 3 ii s.. - b ,2, II s" it GFCI I I 64 I I 7a 4b 4 M �� \ M�I I I 6'-0" 5'-42 CIO 5'42" 6,_12„ i i i +42" I \ II I II _ II 1b 4b �N i 4b \ PROVIDE RAILING ii PMRY HALL W.C. 2 �I ' \ = I SEE GUARD NOTES I II ® 1b I I V I I I I N i 1 �>T" IIA-002.00 4bn " Illil iii II 1a VIII Ililll i E, � CEILILINE NGABOVE \\ � 3 BEDROOM BEDROOM BEDROOM 3 \\ CLG.HGT VARIES CLG.HGT VARIES i CLG.HGT VARIES Seal; \ FLOOR @+86'-6" FLOOR @+86'-6" FLOOR @+86'-6" OPEN BELOW I ; 32:, 14'-9"40 4b I q \ �' 2 �.f. ro \` PRIMARY W.I.0 N O� -201.00 � D I OPEN BELOW \ 2 i `r 2 i I 2 �N \ .I ! 111 1 A-200.00 \ ( a f \ 12'-21' 12'-1 1" 3 21'-7 ' I z 12'-0" 2 12'-1" z � A-300.00 \') 2'_4' f 2'_32" 70„ i 4. ..- - I X11 SD i `o I PROVIDE %"PLYWOOD SHEATHING @ ALL DOUBLE HGHT.SPACES I / / bN i 10'-0" 2'-0" 10'-0" 2'-0" 10'-0" 2'-0" 10'-0" PRIMARY BEDROOM CLG.HGT VARIES — - - - - - - - - - - - - - - '`� FLOOR @+85'6„ - - - - - - - - - - - - - - - - - - - - - - � i� - - - zo i C�' OR No. Date Submission Revisions GUARDS,T.Q. RAIL @ N: 3'-0''ABOVE FINISHED FLOOR N 8.8.22 FILE FOR BUILDING PERMIT 0.1 10.21.22 GENERAL REVISIONS � � � GENERAL REVISIONS PROVIDE / PLYWOOD SHEATHING @ I `-J 0.2 5.3.23 ALL DOUBLE HGHT.SPACES _ I — FILE FOR BUILDING PERMIT I o I O - . A.. r - N C'7 D.12 I I, N N / -- N GUARDS,T.O.RAIL @ N 3'-0"ABOVE FINISHED ( / FLOOR CV / 1 Project Address: 6'-42' 6'_42„ 6'_32" 11'8" 11'0" 11'0" 11'-8" 6'-32" 6'-42' 6'-42" - 112„ 112 112, ill, 112" D" 6073 OREGON ROA 96'22' LOT 3 CUTCHOGU A-200.00 NEW YORK, 11935 Date: 5.3.23 Project No: 22.001 Scale: AS NOTED Drawn By: 3C Dwg. Title: SECO FLOG PLAIL 1 SECOND FLOOR PLAN SCALE:%"=1'-0" Dwg. No.: Page: 08 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.cuftissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. #209 Massapequa Park, New York, 11762 G-rE��;:Ni;I -Er' A'-_;;i,Y L NOTES: OTl' -ESE : I 0r_ -! !i I I I EE i- _ `- -t- _ -O-iII Y ..-i .S...I.- ...I. E... .-..Ik . - I �. .. E� L- _. i EI -I v.j... .I{ .....E.Ii-.'..... i:.. -iEIEi i I --. i- 2-I� �_r � i —IiII !.,iIIIr Irt -�-- I i� - I! ^ _ EIIiIfII I ` jJJ 1IIIIII I fi iAf .0f0 phone 631.724.7 8�8 8 SEE STRUCTURAL DRAWINGS PREPARED BY REILLY-TARANTINO FOR ALL STRUCTURAL INFORMATION 2 2 A-301.00 A300.00 A-301.00 96'-22' rg IFT - - - - - - - - - - - - - - - - - - - - - ZJ 17 1 117 F i I ( ; L _ i _ I , iGUTTER,TYP. it fill - ! i ; IiLEADER,TYP. i - F-1 if i 10 2 ASPHALT ROOF SHINGLE I i i I I I _Hill r _ _ _ T! _ AS SELECTED BY OWNER - I___ ! - I 5 I -201.00 if I A-200.00 _ �Jt I ! !12 IL ,I( No. Date Submission ubmissionP Revisions 8.8.22 FILE FOR BUILDING P ER MIT 0.1 10.21.22 GENERAL REVISIONS GENERAL REVISIONS 0.2 5.3.23FILE FOR BUILDING PERMIT , r � + , iij LR !i - Project Address: 6073 OREGON ROAD LOT 3 22- 1 50'-4" 22- 1CUTCH0GUE 96-22" YORK, 11935 1 Date: 5.3 .23 Project No: 22.001 A-200.00 Scale: AS NO T ED Drawn By: JC Dwg. Title: ROOF PLAN OO PLAIN SCALE:%"= 1-0" Dwg. No.: Page: 09 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 0.2 NOTE: Consultants: SEE STRUCTURAL DRAWINGS FOR ALL: 1. FOUNDATION WALL&FOOTING THICKNESS,COMPOSITION,AND REINFORCING Structural Engineer: 2, SLAB THICKNESS,COMPOSITION,AND REINFORCING. 3. FLOOR JOISTS Reilly Tarantino 4. ADDITIONAL STRUCTURAL DETAILS AND CONNECTIONS 100 Park Blvd. 24'-82! #209 25-0" 1'o" 22'_8"' o„ Massapequa Park, New York, 7 ALL GUARDS AND RAILINGS TO FOLLOW 74„ 74" 01 phone 631.724.7888 GENERAL NOTE ON A-002.00 GUARDS 23'-821" T.O.RAIL @ 3-0-ABOVE FINISHED FLOOR SEE NOTES ON A-002 ala o — — — — — — — — — — — — — — — II - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 STORAGE I \ FLOOR @+74.0' f { I I I 1X I 3 I 3 I I 3 A-301.00 A-301.00 % I ''# ' I A-301.00 { I I I I { I I I I 1 I I I I I I { I I I I M� GARAGE FLOOR @+74.0 { GUARDS ( I I I SEE NOTES ON A-002 GUARDS SEE NOTES ON A-002 t I FLOOR SLAB @+74'-0' I I 2>, �' 2 I I `•I I "' Seal: 2 COMPOSITE DECKING AS SELECTED BY OWNER A-20 I 2 A-200.00 A-200.00 . I I I ADJUSTABLE DECK SUPPORTS BY , •F {� BISON OR APPROVED EQUAL ON I I -201.00 EPDM PROTECTION SHEET ON TPO MEMBRANE,FULLY ADHERED ON I I I � I I %"HIGH-DENSITY PROTECTION BOARD _ - ED ADHERED TO INSULATION i I I I I RQa�� PITCH SLAB ( `�j� 031 2.7"% i %"PER FOOT TO DOORS i I I I I � I j I I I I r.. I I I I I C ( I { { I No. Date Submission / Revisions 8.8.22 FILE FOR BUILDING PERMIT I I ( I 0.1 10.21.22 GENERAL REVISIONS { I I I GENERAL REVISIONS I . 1 , 14, I I 22'-84" ti'> '°I I 0.2 5.3.23 FILE F BUILDING OR UIL ING PERMIT 1.¢, - - - - - - - - - - - - - - - - - - - - - - - - - - I o 00 -Id I I c� I I I 11'54" 6'7.. 12'-744 2 t�vl cd 11J I � I I I i I I I I I I I I I I I Project Address: CD I IFn6073 OREGON ROAD GUARDS D.15 i D.14 3 LOT 3 SEE 1 1 A-102.00 FOR CONTINUATION SEE 1!A-101.00 FOR CONTINUATION r SEE 11 A-100.00 FOR CONTINUATION CUTCHOGU GARAGE ROOF PLAN 2 GARAGE PLAN GARAGE FOUNDATION PLAN NEW YORK 11935 3 SCALE:/a"=1'-0" SCALE./ - 1 0 Date: 5.3.23 Project No: 22.001 Scale: AS NOTED Drawn By: Jc Dwg. Title: GARAGE PLAIN Dwg. No.: Ar S 3 Page: 10 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue - Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcuftissarch@gmaii.com ALLOWABLE HEIGHT OF BUILDING www.curtissad.com Owner: NF REALTY GROUP LLC 1 2 c/o Thomas Juul-Hansen, LLC A-301.00 A-300.00 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 HIGH POINT OF ROOF+99'-10" A, t��: t 12 12 OT 7 . f 71 Consultants Structural Engineer: Reilly Tarantino T.O. PLATE +93'-1 V 100 Park Blvd. T.O.PLATE +93'-1 V T #209 Massapequa Park, New York, 11762 -GUARDS: phone 631.724.7888 GUARDS LD SEE GEN F AL NOTE A-002,00 SEE GENERAL NOTE A-002.00 ti T.O.RAI I�o 3'-0"HIGH12 O T.O. RAIL @ 34"HIGH Cl) H , III Hi < < > w I � O G If -6- -------------------- -----------------.........--------- < SECOND FLOOR+86' �T 7F 0 0 SECOND FLOOR. 1[1� U_ J_ CEILING TV— bo I CJ CV 80 1 CEILING E az T OA D.1 OA I _ D.2 D.3 D.2 D.3EO .......... o LTL IJ�L 17T LIVING AREA+75-6" JL I I I ----------------------------------- I FIRST FLOOR+74' BASEMENT CLG N AVG.GRADE+72'1, 70 n: 42.0 I oz C? F L — — — — — — — IL T.O.SLAB+63'-T L T.O.SLAB+63-5" Seal: L — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — ED FRONT ELEVATION SCALE: V-0" OF 3 A-301.00 A-201.00 -300.00 HIGH POINT OF ROOF+100'-Tg%t'tti,,, No. Date Submission Revisions 12 2 . : 11 1; 8.8.22 FILE FOR BUILDING PERMIT 0.1 10.21.22 GENERAL REVISIONS 1 11 :1 : 11 H 111111; Hit 11 Il 11 i i 1 11 2 10 Iil � Hi ill H! I ; Ill 1 :11 ill : ill hl : :11 Ill 111 1111 : 11 Hit GENERAL REVISIONS 53 3 Mill F LE FO R BUILDING FERMI 4 I Y IA I ill H I I 111 TF7 I LU-1 GUARDS: SEE GENERAL NOTE A-002,00 il I I i I H I I 1 11 T—M T.O.RAIL @ 3'4'HIGH I - - I i I i,-I I : i FROM FINISH FLOOR C? GARAGE ROOF+85'-6" I ; ill I I Fri I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 11111 1 1 1 1 1 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 1 1 11 1 1 I-Li _LL-1-1 I I I ill 111111 N ROA LOT 3 I F_1 [T__T _77 --—-----—------ CUTCHOGUE 11LI TFFI I I III Hill HIM T Date: 5.3.23 T� H I H LIVING AREA+75'-6" Project No: 22.001 T-1 7TTTF 1 11 1 11 1 1 H I I I I I I I I I I I I I Scale: AS NOTED FIRST FLOOR+74'-0" -A I I H Drawn By: 3C I I I 111 H 11 AVG.GRADE+72'-4" 72.0' 71)n 72.0 Dwg. Title: FK r"'ONT AINJ D" L—L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IL - - - I I LEFT SIDE ELEVATIONS 17- Dwg. No.: F_ — -- --� _J I __J 21 LEFT SIDE (WEST) ELEVATION, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE:Y4" V-0" 1.00 Page: 11 OF 27 Architect: CURTISS A.D. James Curtiss, R.A, 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 ALLOWABLE HEIGHT OF BUILDING ' — — — 35'-0° — — — 71$.702.7354 jcurtissarch@gmail.com po 2 1 www.curtissad.com -300.00 -301.00 Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC HIGH POINT OF ROOF+99'-10" - - - _ - - _ _ _ _ _ _ HIGH POINT OF ROOF+99'_1011 15 Maiden Lane, 19th Floor ! New York, N.Y, 10038 ! 212.929,7109 12 ! 12 3r— N co -- - - -_` - - _' _ ' _ ` _ ` - - - -- - - - - - - -- - - -- --- - - -- - - -- -- - - -- - - - -- T _ r — _— — — i i i— i i i rl is i II II I i 1 I - — __ I � I II I I 1 I T.O.PLATE-+93-11 I 1 n ! ' T.O.PLATE 93 1 Co sultants: I — Ili ! i ! '. ' li i I _ ii ! I I I I ! I ! ! I i I � ! ! ! ! ii it . I ! ! I i li . I I ! III Structural Engineer: I I ! I i ! i ! ! ! g ! WIN.HEAD % - - - I I I ! ! I ! . ! •. i { ! �� .� i { ` I I i ! WIN.HEAD 0 0 0 ! ! I -- Reilly Tarantino / it i ' ! • i li ! ! � i ! ! ! I ! I ! i ! i ; � i i ! ' i I ! 100 Park Blvd. I I N,1 N.2 N.1 M L i i ' v #209 -N o o (D - ! ! ti i �, TT-7 ! i ! Massa��e ua Park, New York, 11762 W _ GUARDS: 0 ti ! I: II O ¢ SEE GENERAL NOTE A-002.00 ! ! \ i i i i i ! phone 631.724.7$$$ [r \ w ¢ � i : Ili I II a � l ! i o T.O.TQRAIL c) HIGH I (s I : O > Q ! i o SECOND FLOOR+85-6" ! ! i •', I i i f I i I i ! 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I I i I { \ \ / ! it it LIVING AREA+75'-6" FIRST FLOOR+74'-0" ! i ' \ i i + • FIRST FLOOR BASEMENTCLG ', t 44 1 =, %/ :.i f: `/ \� / ,�: < 'Ia' yn. ,f /ice% yl/ //,; ,: j`'.; N ; ; i M I : - - AV .GRADE+72'-4" e , / a , yG • // /./lig/. .. � ' , / r a r r"� — _ — � I - - T J I - - - - -I I I- - - - -1 T.O.SLAB+63'-5" _ �- - - =-I I _ - - - - I T.O.SLAB+63'-5" I��-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I — — L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 REAR (NORTH) E EVATION seal: SCALE:/4"=1'-011 ALLOWABLE HEIGHT OF BUILDING ASID a 35'-0" - - - - �� s 0 1 1 3 A-300.00 -201.00 -301.00 ®,71 HIGH POINT OF ROOF+99'-10" I! 12 . � 2 I' ! 12 FT it I 10� �I I 71 ; i � i II � ; � I T.Q.PLATE_+93'-11' _._............ . _.... : i " i Ic r ; 1 ; 8 8 22 FILE FOR BUILDING PERMIT -� WIN.MEAD HGT. _ .. % GUARDS: _.... I L...:. GUARDS: GENERAL REVISIONS __. ; _-- L N 002.00it SEE GENERAL NOTE A 002.00 0.2 x.3.23 SEE GENERAL OTE A SIN !.. r ! - T.O.RAIL @ 3'0"HIGH T.O.RAIL @ 3'0"HIGH O I yl - _.. 1 11 -... P ! CIDa ' ........ 7.. .....f .... -;.. . , ! � . . . , ..., O FROM FINISH FLOOR . _ _ _ . . .... RMIT o _..1. ..... � _ � ! _1i i • i I ! I I . . (D rT .... ..- .. ... 1 " o ,, SECOND FLOOR+85-6 - - I GARAGE ROOF+85-6 N , 1 % I 1 1 CEILING __-._ r I _ . ILLJ �... _. _ ....T _i f I I I _ _ ! i ( ; i • �. '... I i .................. i ! I I IT _- O 5 t Add ! I F I // - - Projec ress. _ _ _ 6073 OREGON ROAD \ i Hill Hill Hill t- H I11 i ! I ! - - FIRST FLOOR+74'011 .. . . _ . .... - o B+741011 _ — CUTCOGU BASEMENT CLG ! M \\ I __ - I I _ ADE+72'-4" AVG.GR NEW YORK, 1935 TTTT UK Nil; LZ 7— GUARDS: I 1- -I I I ( SEE GENERAL NOTE A-002.00 Date: 5.3.23 \ ( I I ( I T.O. RAIL @ 3'-0"HIGH �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- �- _ _ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� Project No: 22.001 Z 0 7 L _ _ I Z ~�� I I I I I F I — -1 I -L �� -1 I Scale: AS NOTED Drawn By: 3C � — — — —� I Dwg. Title: I- - - - -! I I � Z I I I I I � _ _ _ —J I Z I I I I sill SkT.O.SLAB+63'-5" - �- - - - L- - - - - - - - - - - - - - - - �� - - -J - I- - - - - - - - - -) - J - - - J REAR - - J- - - - - - - - - - - - - - 7— — Ik IS- - - - - - - -- - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - -� RIGHT SID L VATIO Dwg. Ni 2 RIGHT SIDE (EAST) ELEVATION SCALE:4"= 1'-0" Page: 12 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue - Ste. 306 ALLOWABLE HEIGHTMineola, N.Y. 11501 718,702.7354 BUILDING _ 718,702.7354 FE jcurtissarch@gmail.com 0 STRUCTURAL DRAWINGS ALL GUARDS AND RAILINGS TO WWW.CUrtiSSad.COm PERFORMED BY REILLY&TARANTINO FOR FOLLOW GENERAL NOTE A-002.00 ALL STRUCTURAL INFORMATION. T.O.RAIL @ 3-0"HIGH STRUCTURAL INFORMATION ON THESE Owner: DRAWINGS ARE FOR GRAPHICAL PURPOSES NF REALTY GROUP LLC 1 ?A-30000 c/0 Thomas Juul-Hansen LLC A-3x1.00 � 15 Maiden Lane, 19th Floor HIGH POINT OF ROOF+100-7" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ` New York, N,Y. 10038 I I w 2.929.7109 1Sim. - _ - �br ao12 3 — 12 - �� — — '.S v.t. '^ '� `:.,: 3 A-400 ENGINEERED FLOORING ON BATT INSULATION - .•.;:.<3aP�4t,1'�%`•'�'eJ.N �c�`_'n• { I .,- "..',..."tom 1%"WARMBOARD-S ON FOR SOUND ATTENUATION. I T.O.PLATE_+93'-11' i :' 2 LAYERS 2%2"ADVANTECH I I _------ ----- -- --__-- - ______________________________________ r OWN ====___ - ------------ -- -____ ____ _--------- ______________- -____------- _-____-_ ------- ------ -- -------------- ------- T.O.PLAT 93 11 r -I - ---------- - _____-- -- ----------------------------- OPTIONALI Consultants' Structural Engineer: WIN.HEAD -L<I13 \ 2 �\\ 2 ,' 3 Reilly Tarantino Til AS PER PLANS WI ` \ �' '' ~I 100 Park Blvd. R-30 BATT INSULATION GUARDS I I 8"GYP.BD.CLG. SEE NOTE N A-002 �/ r #209 _ „ Massapequa Park, New York, 11762 I "'' hone 631,724.7888 BATT INSULATION ':`�, I i / � ••- 00 - c�� ¢ j FOR SOUND ATTENUATION i i ��' ,' \ \ - \ p _ 2 OPTIONAL _ BR 4 " /'' BR 3 BR 2 ` \ -- ._ �...... \ \ A-400 Q ,�g� SECOND FLOOR+86'-6 I I / , - ` „. v ...... _ . a r d ;� .. _ PRIMARY SUITE p Y } j, ' ...i I 1 ) , 1 rl yt iIDI r� `. ..q 'y, ' r'q.1....-r.r „ , ,. \ � LL := CEILING, :�.. �t , � r r i r r n'rlt � it 1 �!' r r� ��r'!" �1 rel y�l t' �r I!�Pl ,r , ''� ?',1, q'��1 fil.r,,.._.`. 'l� '�r� .! l � I rirl I': �' l'� I 1 r ` r� Sf' l I 'p�.A..'i ..y_. PROVIDE INTERIORrr � r� `�' ' ; x� �(�(� �1(�( RAILING h \ _ SECOND FLOOR+85'-6" N 00 — — — 2 P�THtN I I i "il F' -1 — N �? I ALL DOUBLE HGHT.SPACES SEE NOTES ON A 002 1r i r I hrl ,J; ' BA INSULATION CEILING _ FO SOUND ATTENUATION. i OPTIONAL i I I o / \ _ �b>\ / LIVING AREA FIRST FLOOR+75' TO SIDING -6" 4'0"CLR. _T DINING A REA r3 2"RIGID INSULATION P. ; . 5', — - KITCHEN PANTRY A 400 _ .,.. ., ,, .,,.... v ' �_._ DEN ' AL ' .� JTRY E L 12 POURED CONC.FOUNDATION \ --- — -_—_ _ _ FIRST FLOOR+74'-T_ 0" WALL - , ,: G GRADE 72 ., „ • n. .. , ENGINEERED FLOORING ON ,. . '' +�►'`�"�'� !/ 7 T 1%"WARMBOARD-S ON — - -- - - *'+ I BASEMENT CLG C? '/ '' CONTINUOUS \ \' , : `�� 2%3"ADVANTECH TREATED PLYWOOD SUBFLOOR ON VAPOR BARRIER ON RAILING / WATERPROOFING z 10 MEMBRANE 4"CONCRETE SLAB-SEE STRUCTURAL DRAWINGS ON SEE NOTES ON A-002----_ 6 MIL. POLY.VAPOR BARRIER ON \,-, " ``. ,:• `'` -1 2"RIGID INSULATION ON .,.:.'• � �?; ��.` ..: � ..-` ,� FILTER FABRIC ON WELL TAMPED SOIL ti `*: .a. 5 5 1x ' 5x ' COARSE GRAVEL 4"PERFORATED DRAIN — ' - -- PIPE AROUND PERIMETER OF FOUNDATION,TYP, 2"RIGID INSULATION BbAR —I -'• BASEMENT :._ . ON EXTERIOR SIDE OFlEOUNDATLON�tALL - t. H 0_1.0.SLAB+63-5" � `' FLOOR SLAB @ - ♦ 63'5" MEC t a . � •P ♦ f i Y. ENGINEERED FLOORING ON \ ' 5mm REGUPOL MEMBRANE ON Seal: BUILDING SECTION 4"CONCRBARRIERON 6 MIL.POLY.VAPOR BARRIER ON SCALE:%"=V-0" 2"RIGID INSULATION ON 6"GRAVEL BASE ON WELL TAMPED SOIL -ED �� r ®31 2.1 1 �1 -300.00 4 A-400 HIGH POINT OF ROOF+100'7" A 400 2r— A-400 12 �f 4 _ I r a ..yam..,?dp:.:�;' -..,..,-,•. : a. °,x . . Submission LIL _...... . Date Subm / Revisions ' — I ---` �I -- `. I '' 8.8.22 FILE FOR BUILDING PERMIT No REFER TO STRUCTURAL DRAWINGS PERFORMED BY REILLY&TARANTINO FOR TO. PLATE_+93'-11' 0.1 10.21.22 GENERAL REVISIONS ALL STRUCTURAL INFORMATION. — I I I !`- f = _ STRUCTURAL INFORMATION ON THESE I 1a `\ 4b I ' — GENERAL REVISIONS DRAWINGS ARE FOR GRAPHICAL PURPOSES IIII WIN.HEAD — \ I j 0.2 5.3.23 FILE FOR BUILDING PERMIT 77L GUARDS: \\\ — ' I ! GUARDS: 3 SEE GENERAL NOTE A-002.00 2 \ _ A 301.40 r I . i ` SEE GENERAL NOTE A-002.00 T.O.RAIL @ 3'-0"HIGH A-301.04 0 , I = - I T.O.RAIL 3'-0"HIGH FROM FINISH FLOORIT J=A FROM FINISH FLOOR TIT j I / o BATH ° SECO, D FLOOR+86'-6" z HALL ,/ BR 4 0 - _. - IE ROOF+86'-6" {{ D D Y 5� - — — N •ri'�I r,A1'�- '1 - -rl r4I, �Ir lrr i� I',iS' �;-r J -� -�1 r-- -D1-,S- - cli I, nll f, r t'f..1 �� 'ti__r I , r`r � ...... �hY / SECOND FLOOR I ! i I - - -- - I - i f i ! I i — � CEILING i : i I —• I i — I — ——� I ' I j = I I Project Address: j ---- -- .._—......... 6073 OREGON ROA I E — LOT 3 I I CUTCH GU + " DINING AREA .E SLAB+74'-0" OOR N E V Y 1 0 11935 _ _ I i FIRST FL + FLOOR 74' LADE 72-4 -' e AVG GRADE 1 Date• 5 3 23 , / :M „ /. //�. / f / r / f ' i',. fc' / f i /� %%� J.. , \ / / ` > \ ` \ ♦C�\ •• Project No: 22.001 C- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - I \\\\ i - - - � Scale: AS NOTED � Drawn By: JC �- — — — 2"RIGID INSULATION BOAR '\ :3 5 `\ 5 J Dwg. Title: L- — — — I ON EXTERIOR SIDE 0 , PROVIDE RAILING _J a' L — — — FOUNDATION WAL R: SEE GUARD NOTES — J A-002.00 `\\ \ \ F — — ' I F_ __JBUILDING SECTION S BASEMENT \\\ . ° r L : T.O,SLAB+63L Dwg. No.: ENGINEERED FLOORING ON 5mm REGUPOL MEMBRANE ON BUILDING SECTION 4"CONCRETE SLAB ON 2 6 MIL.POLY.VAPOR BARRIER ON As SCALE:%"=V-0" 2"RIGID INSULATION ON ma 6"GRAVEL BASE ON WELL TAMPED SOIL Page: 13 OF 27 Architect: CSS A.D. -300,00 James Curtiss, R.A. 1 ol-oll 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 T71,, HIGH POINT OF ROOF+ -T T- F- 718.702.7354 - - - - - - - - -_qC4 i �, T-TTT-j I i F 1 -1 jcuftissarch@gmail.com I Sim. A-400 12 www.cuftissad.com 2 T. Owner: I 1A wrr NF REALTY GROUP LLC nl L I ..... ..... REFER TO STRUCTURAL DRAWINGS c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor PERFORMED BY REILLY&TARANTINO FOR T.O.PLATE +93'-11' Ad-,\ ALL STRUCTURAL INFORMATION. New York, N.Y. 10038 STRUCTURAL INFORMATION ON THESE IN.HD. HGT. 212.929.7109 DRAWINGS ARE FOR GRAPHICAL PURPOSES GUARDS: 3 SEE GENERAL NOTE A-002.00 A-301.00 T.O.RAIL @ 3'-0"HIGH FROM FINISH FLOOR I II Consultants: L SECOND FLOOR+86-6" Structural Engineer: Ab GARAGE ROOF+86-6" #209 I I III ii 1 111111 11 Jill ! I 1 111 1 1 11 Massapequa Park, New York, 11762 phone 63 .72 .788 .._-........ ?T) .......... --IT LIVING AREA FIRST FLOOR+75-6" SIRST FLOOR' 5'-6" Y. .01 -0" V12 " ri GARAGE SLAB+74' AVG.GRADE+774" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I MIX - - - - - - - - - - - - - - - - - - - - - - - - - - L i- - - - I I I I I � I I BUILDING - - - BUILDING SECTION - - i i SCALE:Y4" 11-01, T.O.SLAB+63'-5" - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — - -1� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PUAR�S:- ................. TIO.RAIL @ 3-THIGH JI QQR T11 eal: ........... ...... ADqUSTABL=-DECK SIORTS by EQUAL PN BISON OR APPROVEDI 1717IMRA mn4=,-TlnKf CIL 1177="Itij- TPO MEMBRA E,FUL Y ADH RED ON! D Y2"HIGH-DENSITYPRCTECTII � BOARDI- ADHERED TO INS ULATION 2`RIGibiNISULA'TION BUILT-UP, MECHAIICALLYFAST�NED E-PI ty W ........ XTERIOR R`Af) I i N Ni lKI I 00 PARA� MIdIGTION, '-f T;/ CE A4' SHINGLE AS SELECT 5D BY OWNER ON SLOPE PER FOOT SLOPE/"PER F00 t it LJAK RIOW 131SKIl'i AIR MOIST JRE RESTS -4- -4 VE BARTER, I+HJ; -HJt+f 1-1ttilti OVE�LAP ALL SEA S ON t ....... ......... y1O- q MBRANE WALR-PR OFING MEMBRANE ni ll RAP U DER GUTTR SYSTEM .......... • GUTTER -.7 No. Date Submission Revisions I CLOSE CELl. SPRAY�OAM- I INSULATION ----—----- 0.1 10.21.22 GENERAL REVISION TL-F -I,- ED. YPI FILE FOR BUILDING PERMIT 1 1-11 1 1 1--F] 1 -1 1 1- 1 1 1 1 1 1 T J- 1-1-T-T-1-T -Q-T 1 T� T] T T� GUARDS: 1 17T Al I 77177= SEE GENERAL NOTE A-002.00 T.O.RAIL @ 3-4-HIGH ij �, ,-TYI ----------...... LILL 1 -1 1 i I I I I I I I I I IT I I I I ............ I GARAGE ROOF+86-6" iz= Al I I I 1 1 J�, Project Address: -Tr Tr itli 1 1 iT 6073 OREGON ROAD I IT ; LOT 3 CUTCHOGUE EW YO 11935 1P 4 Date: 5.3.23 FT --1-TI PITCH SLAB Project No: 22.001 )14"PER FOOT TO DOORS .. ............ GARAGE FLOOR+74'-0" — Scale: AS NOTED Drawn By: ic T 7, Dwg. Title: m w\777 77 TT I I I I La H 4 his BUILDING SECTION F DETAILS F[ Dwg. No.: L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ar Is < -30 3 > 3;A- 01.00 01 GARAGE SECTION SCALE:)/4" V-0" 3 SCALE:4"=1'-0" <1 Page: 14 OF 27 Architect: CURTISS A.D. ROOF CONSTRUCTION,TYPICAL: James Curtiss, R.A. ASPHALT SINGLE AS SELECTED BY OWNER ON 1527 Franklin Avenue- Ste. 306 BLUESKIN AIR MOISTURE RESISTIVE BARRIER Mineola, N.Y. 11501 DOUBLE%"EXTERIOR GRADE PLYWOOD UNDERLAYMENT ! FOR SLOPES<4:12 ON CEDARSHINGLE AS SELECTED BY OWNER ON BUILT-UP LAYERS OF 2"RIGID INSULATION ON RAINSCREEN-CEDAR BREATHER ON j 718.702.7354 %"EXTERIOR GRADE PLYWOOD ON BLUESHN AIR MOISTURE RESISTIVE BARRIER, ROOF CONSTRUCTION,TYPICAL: 6"x 6"ALUMINUM GUTTER jcurtissarch@gmaii.com ROOF RAFTERS-SEE STRUCTURAL DRWAINGS W( OVERLAP ALL SEAMS ON ASPHALT SINGLE AS SELECTED BY OWNER ONg 8"CLOSED-CELL SPRAY FOAM %"EXTERIOR GRADE PLYWOOD i kvww.curtissad.com BLUESKIN AIR MOISTURE RESISTIVE BARRIER MOISTURE RESISTIVE BARRIER %"GYP.BD, INTERIOR FINISH 2 12 _ /412 DOUBLE%"EXTERIOR GRADE PLYWOOD UNDERLAYMENT ADHERED TO PARAPET AND Owner: y_ W77"��` ;� '": — FOR SLOPES<4:12 ON OVERLAP GUTTER SYSTEM BUILT-UP LAYERS OF 2"RIGID INSULATION ON NF REALTY GROUP LLC ROOF RAFTERS EXTERIOR GRADE PLYWOOD ON c/o Thomas Juul-Hansen LLC — -,�- - S- SEE STRUCTURAL DRWAINGS W/ GALVANIZED SHEET METAL COPING , SEE STRUCTURAL DRAWINGS X '( FASTENED TO PARAPET 15 Maiden Lane, 19th Floor 8 CLOSED-CELL SPRAY FOAM } � %"GYP.BD. INTERIOR FINISH New York N.Y. 10038 : • - . ; �. \ ' i p SLOP %"MIN. PER FOOT t E 212.929.7109 V 2 2"x 4"TOP PLATE 12 ---73 PARAPET CONSTRUCTION,TYPICAL: CEDAR SHINGLE AS SELECTED BY OWNER ON , f RAINSCREEN-CEDAR BREATHER ON BLUESKIN AIR MOISTURE RESISTIVE BARRIER, 0 I ---- VERLAP ALL SEAMS ON Consultants: VER ANG CONSTRU TION TYPICAL: EXTERIOR GRADE PLYWOOD ON CED RSH IN LEA SELECTE BYO NER 0 2"x4"WOOD STUDS @ 16"O.C. Engineer: ...... "- `RA,71`J CRE =C B E TF-f i � e"PLYWOOD SHEATHING Structural BL ESVIN IR MOISTURE R SISTI E BARRIER, OVERLAP ALL SEAMS Reilly Tarantino t, s OVERLAP ALL SEAM ON I 100 Park Blvd. #209 I Massapequa Park New York 11762 T.O.PLATE_+93'-11' ' 1 i _ __ . _ _ __. ---------------------------------�____ _ --____-- — phone 631.724.7888 ----------------------------------------- - i WALL CONSTRUCTION,TYPICAL: LINE OF TOP PLATES IN CEDAR SHINGLE AS SELECTED BY OWNER ON REAR WALL RAINSCREEN-CEDAR BREATHER ON BLUESKIN AIR MOISTURE BARRIER-HOUSE WRAP ON e" a %"EXTERIOR GRADE PLYWOOD ON - - 5L" 2"x6"WOOD STUDS @ 16"O.C.W/ R-21 BATT OR CLOSED CELL SPRAY FOAM INSULATION (%"PLYWOOD SHEATHING @ ALL DOUBLE HGHT.SPACES) W/ GYP.BD, INTERIOR FINISH I ! DETAIL - TYPICAL ALL CONDITIONS 4 SCALE: 1"= V-0" 1 DETAIL - TYPICAL ALL CONDITIONS SCALE: 1"= 1'-0" 6"x 6"ALUMINUM GUTTER ROOF CONSTRUCTION,TYPICAL: ASPHALT SINGLE AS SELECTED BY OWNER ON MOISTURE RESISTIVE BARRIER BLUESKIN AIR MOISTURE RESISTIVE BARRIER ADHERED TO PARAPET AND DOUBLE%"EXTERIOR GRADE PLYWOOD UNDERLAYMENT -- - - -- --— -- - OVERLAP GUTTER SYSTEM FOR SLOPES<4:12 ON BUILT-UP LAYERS OF 2"RIGID INSULATION ON GALVANIZED SHEET METAL COPING %"EXTERIOR GRADE PLYWOOD ON FASTENED TO PARAPET ROOF RAFTERS-SEE STRUCTURAL DRWAINGS W/ 8"CLOSED-CELL SPRAY FOAM 8"GYP.BD. INTERIOR FINISH SLOPEY2"MIN.PER FOOT MOISTURE RESISTIVE BARRIER 212 TO OVERLAP GUTTER SYSTEM 2-2"x 4"TOP PLATE i' WALL CONSTRUCTION,TYPICAL: PARAPET CONSTRUCTION,TYPICAL: j CEDAR SHINGLE AS SELECTED BY OWNER ON CEDAR SHINGLE AS SELECTED BY OWNER ON i ,< ` .0 r- r I RAINSCREEN-CEDAR BREATHER ON RAINSCREEN CEDAR BREATHER ON ! BLUESKIN AIR MOISTURE BARRIER-HOUSE WRAP ON BLUESKIN AIR MOISTURE RESISTIVE BARRIER, " - -- 8"EXTERIOR GRADE PLYWOOD ON OVERLAP ALL SEAMS ON ENGINEERED FLOORING ON - --- 1� A ` 2:,x6"WOOD STUDS @ 16"O.C.W/ ( / W RMBOARD-S ON %"EXTERIOR GRADE PLYWOOD SHEATHING ON v 2 LAYERS j R-21 BATT OR CLOSED CELL SPRAY FOAM INSULATION W/ 2"x4"WOOD STUDS @ 16"O.C. , RS 2%2"ADVANTECH SUBFLOORING �„ EXTERIOR GRADE PLYWOOD SHEATHING WI i TJI AS PER STRUCTURAL DRAWINGS W/ $ GYP. BD. INTERIOR FINISH Seal: OVERLAP AL SEAMS L S y, R-30 BATT INSULATION(OPTIONAL) t ! SECOND FLOOR+85'-6" I 1 T.O.PLATE=+93'-11' _ j-- 1 CLOSED-CELL SPRAY FOAM AROUND '�7,D ------------ Mr, PERIMETER; 1 1 �� HDR.AS PER `. I STRUCTURAL DRAWINGS U�UUU�UUUUUUU UU�U� ` k --- WIN.HEAD— - ------ — — — — — U��1 2'I- ! I f i ! j i No. Date Submission / Revisions ! 8.8.22 FILE FOR BUILDING PERMIT ! ._.__........_.___._._.--- —. 0.1 10.21.22 GENERAL REVISIONS J' .. .... GENERAL REVISIONS DETAIL - TYPICAL ALL CONDITIONS 0.2 5.3.23 FILE FOR BUILDING PERMIT i SCALE: 1"=1'-0" ALL CONSTRUCTION TYPICAL: i CEDAR SHINGLE AS SELECTED BY OWNER ON I RAINSCREEN-CEDAR BREATHER ON i I BLUESKIN AIR MOISTURE RESISTIVE BARRIER, ......__._-......._— ----. ___ __ - �_.—_..—.._. — _ .—...._ _—...._. OVERLAP ALL SEAMS ON I I ! EXTERIOR GRADE PLYWOOD ON j 2"x6"WOOD STUDS @ 16"O.C.W/ GYP.BD. INTERIOR FINISH OVERLAP ALL SEAMS I 4'-0"CLR. i TO SIDING ENGINEERED FLOORING ON I ! GUARDS WALL CONSTRUCTION,TYPICAL: 1%"WARMBOARD-S ON SEE NOTES ON A 002 I CEDAR SHINGLE AS SELECTED BY OWNER ON ,1 2 LAYERS 2%2"ADVANTECH SUBFLOORING I RAINSCREEN CEDAR BREATHER ON :'. .a TJI AS PER STRUCTURAL DRAWINGS W/ ! ' BLUESKIN AIR MOISTURE BARRIER-HOUSE WRAP ON 8"CLOSED-CELL SPRAY FOAM INSULATION ENGINEERED F OORING ON 8"EXTERIOR GRADE PLYWOOD ON Project Address: 2"x6"WOOD STUDS 16"O,C.W( { 1%" WARMB OAR D-S ON @ 12 LAYERS 2%2" DVANTECH SUBFLOORING R-21 BATT OR CLOSED CELL SPRAY FOAM INSULATION W/ TJI AS PER STR CTURAL DRAWINGS W( %"GYP.BD, INTERIOR FINISH CLOSED-CELL PRAY FOAM INSULATION 6073 OREGON ROAD LOT 3 �• '! d o ! ----- -----=- ----- - NEW YORK, 11935 --------------- ------------------ -------------------------- --------------- -- I ! WOOD SIDING AS SELECTED BY OWNER CN I = o d V Date: 5.3.23 Project No: 22.001 I RAINSCREEN ON — — a Q — — — j BLUESKIN AIR MOISTURE RESISTIVE BARRIER, �- w o i OVERLAP ALL SEAMS ON a? a Scale: AS NOTED EXTERIOR GRADE PLYWOOD 2 2"x 6"PRESSURE z ¢ n 7 _ Drawn By: JC ! TREATED SILL PLATES w o d \ ! SEE STRUCTURAL d v d ¢ Dwg. Title: i WALL CONSTRUCTION,TYPICAL: DRAWINGS FOR CONNECTIONS ° a CEDAR SHINGLE AS SELECTED BY OWNER ON a o j RAINSCREEN ON BLUESKIN AIR MOISTURE BARRIER-HOU3E WRAP ON N, ! 2"x 4"PRESSURE TREATED WOOD d %"EXTERIOR GRADE PLYWOOD ON IL IS STUDS - ELL BATT INSULATION OR DETAIL S T I 0 CLOSED-CELL SPRAY FOAM INSULATION ON o 2"x6"WOOD STUDS @ 16"O.C.W/ D INSULATION BOARD. d R-21 BATT OR CLOSED CELL SPRAY FOAO INSULATION _ - c Q E 5/"GYP. BD. INTERIOR FINISH e " GYP.BD. FINISH d o d j VI E%"TYPE'X'GYP.BD. IN P d d v d c ALCOMBUSTIBLE AREAS V V Dwg. No.. � d i V 4 SEE REILLY-TARANTINO STRUCTURAL DRAWINGS FOR ALL FOUNDATION INFORMATION MW DETAIL 3 DETAIL /12 5 1'0" SCALE: 1"=V-0° SCALE: 1"= Page: 15 OF 27 s • s ! s • • • s GENERAL STRUCTURAL NOTES 5. COMPACTED GRANULAR FILL SHALL CONSIST OF BROKEN OR CRUSHED STONE, WOOD FRAMING Architect: 1. ALL WORK SHALL CONFORM TO THE CODE & REFERENCE STANDARDS LISTED OR BANK OR CRUSHED GRAVEL AND SHALL CONSIST OF SOUND, TOUGH, DURABLE 1. THE DESIGN AND INSTALLATION OF WOOD FRAMING MEMBERS SHALL CONFORM CURTISS A.D. BELOW. PARTICLES FREE FROM SOFT, THIN, ELONGATED OR LAMINATED PIECES AND FREE TO THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", THE "WOOD OF MUD, DIRT, VEGETATIVE OR OTHER DELETERIOUS SUBSTANCES GRADED AS FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS", AND THE 2. THE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL, FOLLOWS: INTERNATIONAL RESIDENTIAL CODE, WHERE APPLICABLE. James Curtiss, R.A. M/E/P/S DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS) AND EQUIPMENT SQUARE MESH SIZE PERCENT PASSING BY WEIGHT: 1527 Franklin Avenue- Ste. 306 MANUFACTURERS TO ENSURE THAT OPENINGS, ANCHORS, INSERTS, SLEEVES, PASS 3 Y2" 100 2. ALL NEW GENERAL FRAMING LUMBER SHALL BE SPECIES TYPE Mineola, N.Y. 11501 ATTACHMENTS, ETC. ARE PROVIDED AS REQUIRED. SOME OF THE DETAILS OF THE PASS 1 Y2" 55-100 DOUGLAS-FIR-LARCH #1 OR BETTER, WITH Fb= 900 PSI. WORK ARE SHOWN ON THESE DRAWING SHOULD BE CAREFULLY REVIEWED BY THE PASS 3Y4" 40-65 CONTRACTOR TO FULLY COMPREHEND THE FULL SCOPE OF WORK. PASS Y4" 25-60 3. LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS 718.702.7354 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING PASS #10 15-45 OTHERWISE APPROVED BY THE ENGINEER. jcurtissarch@gmail.com ALL DIMENSIONS WITH THE ARCHITECTURAL AND M/E/P/S DRAWINGS. IN CASE OF PASS #200 0-5 PASS #40 5-25 4. LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT, CHECKS OR OTHER www.curtissad.com CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM DEFECTS. THE ARCHITECT/ENGINEER. Owner: 6. THE COMPACTION EFFORT, WHERE REQUIRED, SHALL BE INSPECTED BY THE 5. NEW FLOOR & ROOF JOISTS HEADERS AND TRIMMERS AS WELL AS OTHER OWNER'S GEOTECHNICAL ENGINEER. MATERIAL REQUIRING COMPACTION SHALL BE NF REALTY GROUP LLC 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN PLACED IN MAXIMUM 8" LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE HORIZONTAL MEMBERS, SHALL BE SET WITH THE CROWN EDGE UPWARD. FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL c/o Thomas Juul-Hansen, LLC CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM 95 % ITS MAXIMUM 6. WOOD BEAMS SHALL HAVE A MINIMUM 4" BEARING AT MASONRY SUPPORT AND 15 Maiden Lane, 19th Floor OF THE ARCHITECT/ENGINEER. DENSITY AT OR NEAR OPTIMUM MOISTURE. NO LIFTS SHALL BE PLACED WHEN 2" BEARING AT STEEL SUPPORT. WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF THE MATERIAL New York, N.Y. 10038 5. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR CANNOT BE PROPERLY CONTROLLED. 7. JOISTS HANGERS, STRAPS, HOLD-DOWNS, TIES, CAPS, AND BASES SHALL BE 212.929.7109 CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SIMPSON OR APPROVED EQUAL. ATTACHMENT OF THESE DEVICES SHALL BE IN 'ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE 7. ALL SOIL SURROUNDING AND UNDER NEW AND EXISTING FOUNDATIONS SHALL BE / PROTECTED FROM FREEZING AND FROST ACTION THROUGHOUT THE COURSE OF ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. AFFECTED UNTIL FORMALLY DIRECTED BY THE ARCHITECT/ENGINEER ON HOW TO CONSTRUCTION. PROCEED. 8. JOISTS SHALL BE CROSS-BRIDGED AT MID-SPAN OR INTERVALS NOT TO EXCEED 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE 8'-0" O.C. AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE NAILED 6. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS SHRINKAGE CRACKING. WALL CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN BEAMS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEE:R. BE SPACED A A MAXIMUM DISTANCE OF 40 -0 . SLAB CONTRACTION AND/OR OVER GIRDERS AND PLATES OF BEARING BEARING PARTITIONS. METAL BRIDGING Consultants: CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 15'-0". STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY. 7. IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE MOST THE LOCATION AND CONFIGURATION OF PROPOSED JOINTS SHALL BE COORDINATED Structural Engineer: STRINGENT REQUIREMENTS SHALL GOVERN. WITH THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. NOTCHES WHERE REQUIRED AT THE EXTREME ENDS OF WOOD BEAMS SHALL BE LIMITED TO THE TOP EDGE AND SHALL NOT EXCEED Y4" DEPTH OF THE BEAM. Reilly Tarantino 8. THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPORTING AND STABLE 9. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS PIPE100 Park Blvd. AFTER CONSTRUCTION OF THE STRUCTURE HAS BEEN COMPLETED. THE STABILITY SLEEVES, OPENINGS, ANCHOR BOLTS, ETC. AS REQUIRED FOR THE BUILDING 10. PROVIDE A MINIMUM Y2" AIR SPACE BETWEEN WOOD AND CONCRETE OR #209 OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE STRUCTURE AND FOR THE WORK OF OTHER TRADES BEFORE SETTING FORMS. MASONRY. OTHERWISE, PROTECT OR TREAT WOOD IN CONTACT WITH CONCRETE OR CONTRACTOR. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE COORDINATE ALL REQUIREMENTS WITH THE ARCHITECTURAL AND M/E/P/S MASONRY. Massapequa Park, New York, 11762 RESPONSIBILITY OF THE CONTRACTOR. LACK OF COMMENT BY THE DRAWINGS. phone 631.724.7888 ARCHITECT/ENGINEER IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE 11. THE DRILLING OF HOLES SHOULD BE THROUGH HORIZONTAL MEMBERS TO ASPECTS OF WORK. 10. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE USED ONLY WHEN FACILITATE THE INSTALLATION OF PIPING OR CONDUIT WILL ONLY PERMITTED WITH UNAVOIDABLE AND SHALL BE LOCATED AT A MINIMUM 6'-0" FROM ANY SUPPORTING THE FOLLOWING LIMITATIONS: 9. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR THE DIAMETER OF SUCH HOLES SHALL NOT BE MORE THAN Y2" GREATER THAN PIER OR BUTTRESS, EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. NO NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE THE OUTSIDE DIAMETER OF THE PIPE OR CONDUIT. UNDER NO CIRCUMSTANCES ARCHITECT/ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL THE HOLD DIAMETER EXCEED 1 Y" OR Yo THE BEAM DEPTH, WHICHEVER IS CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE WORK THAT WILL BE ALLOWED. SMALLER. REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURE, ALL DRILLING OF HOLES SHOULD BE THROUGH THE NEUTRAL AXIS OR 11. ALL REQUIRED UNDERPINNING, SHEETING, SHORING OR OTHER SIMILAR PROFESSIONAL FEES MAY BE CHARGED TO THE CONTRACTOR AT THE STANDARD CENTERLINE OF BEAM WHERE POSSIBLE. DRILLED HOLES SHALL BE LIMITED TO HOURLY RATE OF ADDITIONAL SERVICES. SUCH FEES MAY BE WITHHELD FROM THE EXCAVATION CONSTRUCTION ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE THE MIDDLE THIRD OF THE SPAN AND THE MIDDLE THIRD OF THE DEPTH. GENERAL CONTRACTOR'S PAYMENT. CONTRACTOR, AND SHALL BE THE SUBJECT OF CONTROLLED INSPECTIONS AS THE NUMBER OF FIELD ADDED HOLES NOT INCLUDING HOLES RELATED TO REQUIRED BY THE REFERENCED BUILDING CODE. THE CONTRACTOR SHALL RETAIN ( 10. DO NOT SCALE DRAWINGS. A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK TO PROVIDE CONNECTIONS) SHALL NOT EXCEED ONE HOLDER PER EACH 5 FEET LENGTH OF ALL NECESSARY DESIGNS AND REQUIRED INSPECTIONS. CONTRACTOR SHALL SUBMIT THE MEMBERS. BUILDING CODE & REFERENCED STANDARDS SIGNED & SEALED DRAWINGS OF SUCH DESIGNS TO THE ENGINEER OF RECORD TO THE SPACING BETWEEN HOLES SHALL BE A MINIMUM OF 8 HOLE DIAMETERS B B2020 NEW YORK STATE RESIDENTIAL CODE REVIEW. (BASED ON THE LARGER DIAMETER OF ANY ADJACENT HOLE). THE DISTANCE IS 1. MEASURED BETWEEN THE NEAREST EDGES OF ADJACENT HOLES. 2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 12. ALL EXISTING FOUNDATIONS AND EXISTING CONDITIONS DEPICTED ON THE THE TOP AND BOTTOM EDGES OF JOISTS SHALL NOT BE NOTCHED UNDER DESIGN CRITERIA DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. ANY UNUSUAL CONDITIONS ANDY CIRCUMSTANCES UNLESS A SPECIFIC NOTCH SIZE AND LOCATION IS PROVIDED 1. DEAD LOADS PER MATERIAL OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE IN WRITING BY THE ENGINEER. ENGINEER OF RECORD. 2. FLOOR LIVE LOADS • BALCONIES & DECKS 1.5 TIMES THE AREA 12. FLITCH BEAMS SHALL BE THRU-BOLTED WITH 34" 0� A307 OR A36 BOLTS, NUTS 13. AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY EQUIPMENT BE AND WASHERS, 2 AT EACH END WITH REMAINDER 1 -6 O.C. STAGGERED TOP AND SERVED RESIDENTIAL PERMITTED CLOSER THAN 8'-0" TO ANY FOUNDATION WALL. BOTTOM. • ONE & TWO-FAMILY DWELLINGS 14. CONFORM TO ALL BUILDING CODE PROVISIONS AND OSHA REQUIREMENTS 13. ALL PLYWOOD SHEATHING SHALL COMPLY WITH APA. PLYWOOD SHALL MEET UNINHABITED ATTIC W/ STORAGE 20 PSF REGARDING THE BRACING, SHEETING, SHORING ETC. OF EXCAVATIONS. C-D INTERIOR APA, STRUCTURAL I AND II C-D INTERIOR APA OR STRUCTURAL 1 UNINHABITED ATTIC W/O STORAGE 10 PSF AND 22 C-C EXTERIOR APA. HABITABLE ATTICS & SLEEPING ROOMS 30 PSF CONCRETE ALL OTHER AREAS EXCEPT STAIRS 40 PSF 1. CONCRETE SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ACI-318, 14. PLYWOOD SHALL BE GLUE-NAILED TO THE ROOF/FLOOR JOISTS USING AN APA ALL OTHER RESIDENTIAL OCCUPANCIES "MINIMUM REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITION. APPROVED ADHESIVE. PRIVATE ROOMS AND CORRIDORS SERVING 40 PSF PUBLIC ROOMS AND CORRIDORS SERVING 100 PSF 2. CONCRETE MIX SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND 15. ENGINEERED LUMBER SHALL BE ONE OF THE FOLLOWING (OR APPROVED • ROOF LIVE LOAD 20 PSF APPROVED BY THE STRUCTURAL ENGINEER. EQUAL): 3. SNOW LOADS 3. THE FOLLOWING MIX PARAMETERS SHALL BE USED: A. MICROLAM LVL BEAMS BY TRUSJOIST MACMILLAN GROUND SNOW LOAD, Pg = 20 PSF B. TJI/PRO WOOD "I" JOIST BY TRUSJOIST MACMILLAN4 FOOTINGS 4, SNOW EXPOSURE FACTOR, Ce = 0.9 ELEMENT ,000 PSI 0.45 6% f 1.5%DAY STRENGTH W C AIR CONTENT C. PARALAM PSL BY TRUSJOIST MACMILLAN SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 THE INSTALLATION OF EACH ITEM SHALL BE IN STRICT ACCORDANCE WITH EXT THERMAL FACTOR, Ct = 1.0 .FDNWALLS 4,000 PSI 0.45 6% f 1.5% MANUFACTURER'S SPECIFICATIONS. A EXT. DRIFT SURCHARGE LOAD, Pd = N SLAB 4,000 PSI 0.45 6� f 1.5� / STRUCT. SLABS 4,000 PSI 0.45 LESS THAN 3% WIDTH OF SNOW DRIFT, w = N/A STRUCTURAL ABBREVIATIONS FLAT-ROOF SNOW LOAD, Pf = 20 PSF 4. UNLESS OTHERWISE NOTES, CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) - A.B.=ANCHOR BOLT - L.W.=LIGHT WEIGHT USING HARDROCK AGGREGATES. AGGREGATES USED IN CONCRETE SHALL CONFORM - B.=BOTTOM - L.W.C.=LIGHT WEIGHT CONCRETE 4. WIND LOADS TO ASTM C33, CONCRETE AGGREGATES. - B/=BOTTOM OF - L.L.V.=LONG LEG VERTICAL Seal: ULTIMATE DESIGN WIND SPEED, Vult. = 127 MPH - BM.=BEAM - L.P.=LOW POINT RISK CATEGORY = II 5. WATER USED IN CONCRETE WORK SHALL BE CLEAN AND POTABLE. - BRG.=BEARING - MAS.=MASONRY EXPOSURE CATEGORY = B - BLK.=BLOCK - MTL.=METAL INTERNAL PRESSURE COEFFICIENT = 0.0018 6. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. ALL CONCRETE SHALL BE - B.O.F.=BOTTOM OF FOUNDATION - NF.=NEAR FACE COMPONENT & CLADDING PRESSURE = 35 PSF ALL TYPE Il. MAXIMUM CHLORIDE ION, PERCENT BY WEIGHT OF CEMENT, SHALL BE - BOT.=BOTTOM - N.W.C.=NORMAL WEIGHT CONCRETE 0.06. - B.P.=BASE PLATE - N.I.C.=NOT IN CONTRACT 5. SEISMIC LOADS - BRKT.=BRACKET - O.C.=ON CENTER RISK CATEGORY = II 7. CONCRETE MIXING PLACEMENT AND QUALITY SHALL BE PER IBC SECTION 1905 - CANT.=CANTILEVER - O.D.=OUTSIDE DIAMETER SEISMIC IMPORTANCE FACTOR, le = 1.0 - C.I.P.=CAST-IN-PLACE - OPNG.=OPENING ,��O NE" SPECTRAL RESPONSE ACCEL, SHORT, Ss = 0.176 ASTM C94, ASTM C685, AND ACI 302. MECHANICALLY VIBRATE ALL CONCRETE _ CLR.=CLEAR - P.C.=PILE CAPP pNY�• t ��" WHEN PLACED, EXCEPT SLABS ON GRADE NEED ONLY BE VIBRATED OR CO �� O SPECTRAL RESPONSE ACCEL, 1 SECOND, S1 = 0.05 THOROUGHLY RODDED AROUND EMBEDDED STRAPS OR HARDWARE, BOLTS FOR - COL.=COLUMN - PL.=PLATE SITE CLASS = DHOLDOWNS, PT ANCHORAGES (IF NECESSARY), CURBS AND EDGES OF SLAB STEPS - CONC.=CONCRETE - PT.=POINT n o DESIGN SPECTRAL RESPONSE, Sds = 0.188 - C.M.U.=CONCRETE MASONRY UNIT - P.T.=PRESSURE-TREATED Z :- : AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. DESIGN SPECTRAL RESPONSE, Sd1 = 0.08 - CONST. JT.=CONSTRUCTION JOINT - PVC.=POLYVINYL CHLORIDE SEISMIC DESIGN CATEGORY B 8. CONFORM TO ACI HOT AND COLD WEATHER CONCRETING REQUIREMENTS ACI 305 - CONT.=CONTINUOUS - PSF.=POUNDS PER SQUARE FOOT 09 BASIC SEISMIC FORCE-RESISTING SYSTEM = SHEAR WALL - C.J.=CONTROL JOINT - PSI.=POUNDS PER SQUARE INCH ,0 8 '439 AND ACI 306 LATEST REVISIONS. ,Q � DESIGN BASE SHEAR = 5 KIP - DEPR.=DEPRESSION - R.=RADIUS O 7SSI'�N�`�' SEISMIC RESPONSE COEFFICIENT, CS = 0.075 - DET.=DETAIL - REINF.=REINFORCED RESPONSE MODIFICATION COEFFICIENT, R = 2.5 9. CONCRETE FORMWORK SHALL BE FREE OF DEBRIS AND OIL TO ALLOW FOR - D.L.=DEVELOPMENT LENGTH - RETG.=RETAINING ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL PROPER REMOVAL. FORMWORK SHALL REMAIN IN PLACE FOR A MINIMUM OF 7 _ DIA.=DIAMETER - RET.=RETURN FORCE DAYS FOR WALL FORMS AND 21 DAYS FOR BEAM FORMS UNLESS OTHERWISE - DIM.=DIMENSION - R.E.=RIGHT END DIRECTED BY THE ENGINEER. AFTER SUCH TIME, ALL FORMWORK SHALL BE - DIR.=DIRECTION - SECT.=SECTION 6. LATERAL EARTH PRESSURES REMOVED. - DWLS.=DOWELS - S.C.=SHEAR CONNECTOR EQUIVALENT LIQUID HEAD 40 PSF 10. REINFORCING FOR CONCRETE SHALL BE DEFORMED BILLET STEEL CONFORMING - EA.=EACH - SHT.=SHEET AT REST 60 PSF TO ASTM A615, GRADE 60. - E.E.=EACH END - S.L.V.=SHORT LEG VERTICAL - E.F.=EACH FACE - SIM.=SIMILAR SPECIAL INSPECTIONS - E.J.=EXPANSION JOINT - S.O.G.=SLAB ON GRADE THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH 11. WHERE SPECIFICALLY INDICATED ON DRAWINGS, REINFORCING REQUIRING EPDXY _ E.S.=EACH SIDE - S.L.=SPLICE LENGTH APPLICABLE BUILDING CODE SECTION NOTED. SHALL CONFORM TO ASTM A934-07. - EQ.=EQUAL - SQ.=SQUARE No. Date Submission / Revisions ITEM CODE SECTION 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A MINIMUM - E.W.=EACH WAY - STD.=STANDARD 5.03.23 FILE FOR BUILDING PERMIT -CONCRETE BC 1705.15 YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE - EXIST.=EXISTING - STL.=STEEL -WOOD BC 1705.:5 TOGETHER. WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHEETS ONLY. - EXST.=EXISTING - S.D.I.=STEEL DECK INSTITUTE -SOIL BC 1705.6 - EXP. BOLT=EXPANSION BOLT - S.F.=STEP FOOTING OR SQUARE FOOT 13. ALL ITEMS CAST IN SLAB, SUCH AS REINFORCEMENT, PIPLES, SLEEVES, ETC. - EXP.JT.=EXPANSION JOINT - STIFF.=STIFFENER NOTE: SHALL BE SECURED PRIOR TO PLACING CONCRETE. - F.F.=FAR FACE - STR.=STRUCTURAL SPREAD FOOTING FOUNDATION MUST BE INSPECTED BY SPECIAL INSPECTOR. - FT.=FOOT OR FEET - SUP.=SUPPORT 14. CONCRETE SHALL BE PLACED IN A MANNER TO AVOID SEGREGATION OF - FIN.=FINISH - SYM.=SYMMETRICAL FOUNDATIONS - FL.=FLOOR - THK.=THICK OR THICKNESS 1. THE FOUNDATION HAS BEEN DESIGNED BASED ON INFORMATION PROVIDED PER AGGREGATES. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. _ FTG.=FOOTING - THRD.=THREADED THE BUILDING CODE REFERENCED HEREIN. 15. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN - FND.=FOUNDATION - T&B.=TOP AND BOTTOM STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. - GALV.=GALVANIZED - T.=TOP 2. FOOTINGS/MATT FOUNDATION HAS BEEN DESIGNED FOR A MAXIMUM ALLOWABLE - GA.=GAUGE - T/=TOP OF BEARING PRESSURE OF 1 TSF. MAXIMUM PIPE SIZE SHALL NOT EXCEED Ya OF THE SLAB THICKNESS AND BE - GR.=GRADE - TO.=TOP OF LOCATED IN THE MIDDLE THIRD OF THE SLAB. MINIMUM SPACING SHALL BE 3 - G.B.=GRADE BEAM - T.O.C.=TOP OF CONCRETE TIMES THE PIPE DIAMETER. PIPES SHALL NOT IMPAIR THE STRENGTH OF THE STRUCTURAL SYMBOLS 3. ALL UNSUITABLE MATERIAL (BRICK FRAGMENTS, ASPHALT, CONCRETE BOULDER, MEMBER. - G.P.=GUSSET PLATE - T.O.F.=TOP OF FOUNDATION ETC.) WITHIN THE BUILDING AREA AND EXCAVATION SHALL BE REMOVED FROM THE - HI.=HIGH - T.O.S.=TOP OF STEEL SITE. ALL WATER AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE 16. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE - H.L.=HUNG LINTEL - T.O.W.=TOP OF WALL 1�- MOMENT CONNECTION BOTTOM OF THE EXCAVATION BEFORE COMPACTING SUBGRADE AND PACING FOR NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO - HT.=HEIGHT - TYP.=TYPICAL CONCRETE OR GRANULAR FILL. ASTM C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. - H.P.=HIGH POINT - U.N.O.=UNLESS NOTED OTHERWISE COLUMN ABOVE - H.S.=HIGH STRENGTH - U.O.N.=UNLESS OTHERWISE NOTED 4. GRADE BEAMS AND PILE CAPS SHALL BE POURED OVER UNDISTURBED OR 17. SHOP DRAWINGS FOR STEEL REINFORCEMENT SIZE AND LOCATIONS, FORMWORK, - H.E.F.=HORIZONTAL EACH FACE - US.=UNDERSIDE COLUMN BELOW COMPACTED NATIVE SOIL AND/OR GRANULAR FILL (IF REQUIRED). SHORING AND RE-SHORING MEMBERS SHALL BE SUBMITTED TO ENGINEER OF H.I.F.=HORIZONTAL INSIDE FACE V.E.F.=VERTICAL EACH FACE 4T Project Address: RECORD. - H.O.F.=HORIZONTAL OUTSIDE FACE - V.I.F.=VERIFY IN FIELD - - STEEL BEAM PENETRATION - HOR.=HORIZONTAL - V.O.F.=VERTICAL OUTSIDE FACE - IN.=INCH - W.W.F.=WELDED WIRE FABRIC STEEL COLUMN 6073 OREGON ROAD - I.D.=INSIDE DIAMETER - W.W.M.=WELDED WIRE MESH - INV.=INVERT - W/=WITH �� SPAN DIRECTION LOT 3 - JT.=JOINT - W.P.=WORKING POINT - JST.=JOIST CHANGE IN STRUCTURE ELEVATION - K.=KIP (1000 POUNDS) � CUTCHOGUE - LO.=LOW NEW YORK, 11935 Date: 05.03.23 Project No: 22.001 Scale: AS NOTED Drawn By: CAC Dwg. Title: GENERAL NOTES Dwg. No.: S - 001 Page: 16 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue-Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: .m ® o ®, .►� ® ® MAT®H LI N E NF REALTY GROUP LLC 8" CONC. FDN. WALL 8" CONC. FDN. WALL I 8" CONC. FDN. WALLI 8" CONC. FDN. WALL c/o Thomas Juul-Hansen, LLC W/ #5 © 12" HORIZ. W/ #5 ® 12" HORIZ. W/ #5 ® 12" HORIZ. W/ #5 @ 12" HORIZ. 15 Maiden Lane, 19th Floor & VERT. EA. FACE - & VERT. EA. FACE J L & VERT. EA. FACE L & VERT. EA. FACE New York, N.Y. 10038 212.929.7109 22'-7%4" 38'-53/4" 12'-103/4 6'-7" 12'-73/4" 4 STEPS © 2'-0" WIDE TO 1'-0" HORIZ. = 8'-0" v Consultants: 2'-0"x1'-O" CONC. FTG. W/ 4-#5 LONG DIR. & #5 I I Structural Engineer: ® 12" SHORT DIR. (TYP.) 5'-1Y2» Reilly Tarantino — - - - - - - � — 100 Park Blvd. #209 Massapequa Park, New York, 11762 phone 631.724.7888 o o I ( \ O � 1 I p 4'-1Y2" I0 8'-0" WIDE FOOTING W/ #5 @12 O.C. SHORT DIR. & 7-#5 LONG DIR. I I I I ( I I cOI 4 SLAB ON GRADE W/ ( 4" SLAB ON GRADE W/I N 6x6/W4.OxW4.0 W.W.M. ( 6x6/W4.OxW4. Z0 W.W.M. I I I I o-500 1'-0" I 1'-0" o 1'-0" CONC. FDN. WALL -I W/ #5 ® 12" HORIZ. & �— — — — — — — — — — — — — — — — — — — — VERT. EA. FACE (TYP.) ISeal: 3'-0" WIDEx1'-0" CONC. — — — — — — — — — — — — — — — _ — — — — — — FOOTING W/ 6-#5 LONG DIR. oo & #5 ®12 SHORT DIR. (TYP.) I At F Y J. �O — I nQx Z �- a O A�O �7739 I ` ` I No. Date Submission / Revisions ` T I 5.03.23 FILE FOR BUILDING PERMIT T in 22'-7%" 50'-7Y2" 22'-73/4" Project Address: 6073 OREGON ROAD LOT 3 CUTCHOGUE • NEW YORK, 11935 Date: 05.03.23 • 1'-0" CONC. FDN. WALL Project No: 22.001 _ • • • W/ #5 ®12" O.C. HORIZ. & VERT. EA. FACE (TYP.) Scale: AS NOTED Drawn By: CAC 1 FOUNDATION PLAN Dwg. Title: FO-100 SCALE: 1/4" = 1'-0" • • • • NOTES: 1. ALL FOUNDATION ELEMENTS SHALL BEAR ON NATURAL, UNDISTURBED SOIL WITH A BEARING PRESSURE EQUAL TO 2 TSF. - I 2. COMPACT SOIL TO 95% DENSITY PRIOR TO POURING FOUNDATION ELEMENTS. FOUNDATION PLAN 3. CONTRACTOR TO REMOVE ANY UNSUITABLE BEARING MATERIAL AND REPLACE WITH ENGINEERED FILL WITH 2 TSF CAPACITY. • • • • COMBINED FOOTING AT EXTERIOR STAIR W/ #5 @12" O.C. SHORT DIR. & 7-#5 LONG DIR. Dwg. No.: • • • • • 0 e FO - 100 2 SECTION AT COMBINED FOOTING FO-100 SCALE: N.T.S. Page: 17 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue-Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcur issarch@gmail.com www.cugissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. #209 LJ Massapequa Park, New York, 11762 J J J J LJ LLJ LLJ LLJ LJ LJ LJ LJ LLJ LJ L phone 631.724.7888 4" SLAB ON GRADE W/ T SLAB 4" SLAB ON GRADE W/ 6x6/W4.OxW4.0 W.W.M. EL = —0'-2Y4" 6x6/W4.OxW4.0 W.W.M. L T/ SLAB r EL = —0'-2Y4" J LJ LJ LJ LJ r LJ 0j 4" INTERIOR BEARING SHELF —210 i I 14 OPP ml (2) 13/4"x14" LVL HAND 1'-0" I I m x (2) 13/4"x 14" LVL I I J LJ F- L 0 (3 � (3 d Lo O Lr) O T/ SLAB (0 EL = —O'-2Y4" ® @ J 4" SLAB ON GRADE W/ L 6x6/W4.OxW4.0 W.W.M. r� F- J LJ (2) 13/4"x14" LVL J L (2) 13/4"x14" LVL 2 o -ioo 4" INTERIOR BEARING 41 SHELF Seal: J L J L LL T/ SLAB 4" SLAB ON GRADE W/ J EL = —0'-2Y4" 6x6/W4.OxW4.0 W.W.M. OF NES SLAB ON GRADE r-1 r-i r-i r� 6x6 W4.OxW4.0 W.W.M. * �Ot �Y t �'� LJ LJ LJ LJ LJ / (7 A I,• O M T/ SLAB N z �I " EL = —0'-2Y4" 39 ©� SIO�P� r � L J lo L r J r� r� L J r � L J r No. Date Submission / Revisions L J 1'-0" 5.03.23 FILE FOR BUILDING PERMIT L r� r� r 1 J J L r 2x6 STUD WALL (TYP.) ANCHOR RODS @32" O.C. AND MIN. OF 1'-0" FROM EACH CORNER 4" CONCRETE SLAB ON GRADE 3/4" PLYWOOD SUBFLOOR W/ 6x6/W4.OxW4.0 W.W.M. X X X Project Address: 6073 OREGON ROAD 14" TJI JOIST (TYP.) LOT 3 4„ I I 8„ DOUBLE 2x4 PLATE AT II CUTCHOGUE JOIST BEARING I.I 1 �—O" 1'-0" FDN. WALL W/ #5@12" NEW YORK, 11935 HORIZ. & VERT. EA. FACE _ Date: 05.03.23 PROVIDE 1'-6" LONG DOWELS TO Project No: 22.001 MATCH VERT. WALL REINF. Scale: AS NOTED 3'—O"x1'—O" CONC. FTG. W/ 6—#5 Drawn By: CAC 1 FIRST FLOOR FRAMING PLAN LONG DIR. & #5 @12" SHORT DIR. Dwg. Title: S-100 SCALE: 1/4" = 1'-0" " 3—#5 TOP & BOTTOM NOTES: 1. TOP OF PLYWOOD SHALL BE ELEVATION 0'-0". `o FIRST FLOOR 2. FLOOR SHEATHING SHALL BE 3/4" PLYWOOD, STRUCTURAL GRADE 1. " 3. TOP OF CONCRETE WALL SHALL BE 2Y4" BELOW TOP OF PLYWOOD. FRAMING PLAN 4. SEE S-700 FOR TYPICAL WOOD DETAILS 5. SEE BW SERIES FOR BRACED WALL REQUIREMENTS. - - #5 STIRRUPS @ 12" O.C. Dwg. No.: ' S - 100 TYPICAL FOUNDATION WALL SECTION 2 @ JOIST PERPENDICULAR TO WALL 3 CONCRETE BEAM DETAIL S-100 SCALE: N.T.S. S-100 SCALE: N. S. Page: 18 OF 27 • ♦ • M • Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue-Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. (3) 13/4"x1 17/8" LVL (3) 13/4"x1 1%" LVL (3) 13/4"x1 1%" LVL (3) 13/4"x1 1%" LVL (3) 13/4"x1 1/8" LVL (3) 2x12 #209 __- __ ��___ ___� _____ __� -_ _ _ Massapequa Park, New York, 11762 - -_-! - ---� �---�-- - - - - --- ------- ---- phone 631.724.7888 N X \ i r-I M (3) 13/4 x11/8 LVL + (2) Y2 x11 STL. PL. (3) 13/4 x11/8 LVL L_J L--------_J JEl � I BEARING WALL, - ----_-- - Y2" PLYWOOD ® INTERIOR TYPICAL x FACE FOR ALL DOUBLE x x HEIGHT WALLS x ^ DBL JOIST ^ .� M ® - - P -- - 5' DBL JOIST o� ci o o 2 (i o x x Lr) o LO C; -- M Fes- CO (p 0 ^ r7 © d F J J J L J x x 2 x _x M3 13/4"x 11�/8" LVL ^ Seal: (3) 13/4"x1 l%" LVL ® (3) 13/4"x1 1%" LVL ® (3) 1%"x1 17/8" LVL ( ) �I o J ® Co ° 14" TJI 560 O NFGIi > X@ © 16" O.C. �.�P �oNv . r y0 (3) 13/4"x 1 17/8" LVL - (3) 13/4"x 113/8" LVL -- N (3) 13/4"x 1 13a- LVL - - (3) 13/4'x 1 1%" LVL *_ �'� 'P_ 2 2 087-739 �. ® s-101 S-101 �SSlONP1' 31 13/4'X111/" ` J N N �3) 4,X7 '/" ®, PO^ ^ LVL � o 0X 13/4'X111" LCL ® ® (2) 4,X� 1 a" c N ® LVL N VLN No. Date Submission / Revisions N 13/4rX111/s L ®, (2) 1 4,X N 5.03.23 FILE FOR BUILDING PERMIT (2) Project Address: -- 6073 OREGON ROAD LOT 3 CUTCHOGUE N EW YO RK, 11935 STUD WALL BEYOND Date: 05.03.23 Project No: 22.001 Scale: AS NOTED SECOND FLOOR FRAMING PLAN 3/4" PLYWOOD SUBFLOOR Drawn By: CAC Dwg. Title: S-101 SCALE: 1/4" = 1'-0" NOTES: 1. FLOOR SHEATHING SHALL BE 3/4" PLYWOOD, STRUCTURAL GRADE 1. 3/4" SECOND FLOOR 2. EXTERIOR WALL CONSTRUCTION SHALL BE 2x6 STUD ® 16" O.C. WITH BLOCKING SUBFL OROD AT MID—HEIGHT (OR 6'-0" O.C. MAX VERT. SPACING). 3. EXTERIOR SHEATHING SHALL BE 5/" PLYWOOD, STRUCTURAL GRADE 1. 2x8 P.T. JOIST FRAMING PLAN 4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND FOR TOP OF PLATE HEIGHTS. ® BALCONY 5. "® " INDICATES BEARING WALL FOR ROOF RAFTERS. 6. SEE S-700 FOR TYPICAL WOOD FRAMING DETAILS. (2) HE x1 R Dw .. No.: 111� 7. SEE BW—SERIES FOR BRACED WALL REQUIREMENTS. LVL HEADER ® g SIMPSON HANGER, 14 TJI FLOOR JOIST BALCONY LEDGE SEE S-703 FOR ® 16" O.C. HANGER SIZE S - 101 2 BALCONY FRAMING AT BEDROOM S-101 SCALE: N.T.S. Page: 19 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue - Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. (3) 13/4"x113/$" LVL (2) 13/4"x113/8" LVL (2) 13/4"x117/S" LVL (2) 13/4"x11/" LVL (2) 1%4"x11/8" LVL (3) 2x12 (3) 202 (3) 2x12 (3) 2x12 #209 07777777 Ey Massapequa Park, New York, 11762 phone 631.724.7888 0 (3 o l Ln (0U @ --- @ – — I 1 (3) 13/4"x11( x 12 (3) 2x 12 (3) 2x 12 (3) 2x 12 �i�" LVL 3) 2 - 0 - _>J 6x6 WOOD POST 6x6 WOOD POST x r- x M i M r v - M 1 ro C � T4 I 0' I - lb - - II i I 0 (31I1 0 �' Cfl ( LO 0 W �0 � @ � ® il N 6x6 WOOD POSTN (TYP. @ PERIMETER) ri J J rI r- x r-> I ., Seal: (3) 13/4"x113/s" LVL (3) 13/4"x113/8" LVL (3) 13/4"X113i " LVL (3) 13/4"x113/" LVL I I 14" TJI 560 -- -- I I 14" TJI 560 �'� J @ 16" O.C. I I @ 16" O.C. > ��OF N (3) 13/4"x 1 1%" LVL - (3) 1 Y4"x 11%" LVL - (3) 13/4"x 11 LVL - (3) 13/4"x 1 1%"' LVL i J P ,Z,pNY y0 ❑ ❑ ❑ ❑ ❑ - � r -- — — — — — — — — — — — — — — — --_ _ _ _ _ _ _ _ _ _ — _ — _ — — _ _ _ _ _ — _ _ _ __ — _ — _ _-_ _ _ _ — — _ _ _� d x I I x 0 • m N N 1 877. ci 0 0 ❑I 1❑ vL 1 N N I (3 3 13/�,X111/s' I X N 1 > , 4'k> LV ❑I N ❑1v � I❑ I O O .'X111/e' LCL E I (2) '4�'< a13/4 CVLNo. Date Submission / Revisions 111/aN I z 2� 1 4,k''�" � I N 5.03.23 FILE FOR BUILDING PERMIT V L (2 I 1 ` 2) �4,x1 /» ❑I 13/4'X1 8 CVS 6x6 PT WOOD POST Project Address: 6073 OREGON ROAD LOT 3 CUTCHOGUE NEW YORK, 11935 Date: 05.03.23 Project No: 22.001 Scale: AS NOTED Drawn By: CAC 1 ROOF FRAMING PLAN Dwg. Title: S-10 SCALE: 1/4" = 1'-0" 140TES: 2. EXXTOERIOR WALIL NG CONSTRUCTION4SHALL BE "SHALLOBEE 2x6 UCTUSTUDR@ 16'" 0 GRADE C1 WITH BLOCKING ROOF FRAMING AT MID—HEIGHT (OR 6'-0" O.C. MAX VERT. SPACING). P LAN 3. EXTERIOR SHEATHING SHALL BE %" PLYWOOD, STRUCTURAL GRADE 1. 4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND FOR TOP OF PLATE HEIGHTS. 5. "® " INDICATES BEARING WALL FOR ROOF RAFTERS. 6. SEE S-700 FOR TYPICAL WOOD FRAMING DETAILS. 7. SEE BW—SERIES FOR BRACED WALL REQUIREMENTS. Dwg. No.: S - 102 Page: 20 OF 27 • s • • • r Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. #209 Massapequa Park, New York, 11762 phone 631.724.7888 2'-0"x1'-0" CONC. FTG. W/ 4—#5 LONG DIR. & #5 8" CONC. FDN. WALL @ 12" SHORT DIR. (TYP.) W/ #5 ® 12" HORIZ. & VERT. EA. FACE i SJ x ( I � I I I DROP TOP OF WALL 6" AT GARAGE DOOR OPENING I ^x Seal: I I 8" CONC. FDN. WALL W/ #5 @ 12" HORIZ. & VERT. EA. FACE �P��O J. ,Z,oN O o * . m z > 14" TJI 560 ® 12" O.C. '� 7 slatA I I I I I I I I - No. Date Submission / Revisions X 5.03.23 FILE FOR BUILDING PERMIT M r I I ( I I I I I I -- — — — — — — — — — — (3) 2x 12 8" C.ONC. FDN. WALL I I 8" CONC. FDN. WALL I F —1 8" CONC. FDN. WALL 8" CONC. FDN. WALL W/ #5 ® 12" HORIZ. W/ #5 0 12" HORIZ. W/ #5 0 12" HORIZ. W/ #5 0 12" HORIZ. & VERT. EA. FACE & VERT. EA. FACE & VERT. EA. FACE I & VERT. EA. FACE Project Address: I ( I ® ® ® 4L Ij MATCHLINE 6073 OREGON ROAD LOT 3 1 GARAGE FOUNDATION PLAN 2 GARAGE ROOF FRAMING PLAN CUTCHOGUE S-103 SCALE: 1/4" = 1'-0" S-103 SCALE: 1/4" = 1'-0" NEW YORK, 11935 Date: 05.03.23 Project No: 22.001 Scale: AS NOTED Drawn By: CAC Dwg. Title: GARAGE FOUNDATION & FRAMING PLAN Dwg. No.: S - 103 Page: 21 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue-Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 Consultants: Structural Engineer: Reilly Tarantino EC I ( EC1 I 100 Park Blvd. #209 - --i -- assapequa ar , ew or , 7 -- -- phone 631.724.7888 EC EC EC BWL1-B - - - - - - - - - - - - - IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROVIDE Y2" PROVIDE Y" PLYWOOD ONE SIDE PLYWOOD ONE SIDE OF WALL (TYP.) OF WALL (TYP.) I � r i I i i N I i I EC2 Seal: BWL1-A - EC1 pF NEW CO r s W,_ SIMPSON HDU-6 EC2 EC2 SIMPSON HDU-6 y 1'i HOLD DOWN Ir HOLD DOWN � O 74739 SIMPSON HDU-6 I I SIMPSON HDU-6 HOLD DOWN I I HOLD DOWN No. Date Submission / Revisions EC2 I I I � I EC2 5.03.23 FILE FOR BUILDING PERMIT I I I I 221-2Y2'# 51'-OY2" 22'.-3Y8" Project Address: BWL1-1 BWL1-2 BWL1-3 BWL1-4 6073 OREGON ROAD LOT 3 CUTCHOGUE NEW YORK, 11935 Date: 05.03.23 Project No: 22.001 Scale: AS NOTED 1 FIRST FLOOR BRACED WALL PLAN WALL BRACING SCHEDULE Drawn By: CACDwg. Title: BW-101 SCALE: 1/4" = 1'-0" ADJUSTMENT FACTORS ADJUSTED MIN. BRACING LENGTH NOTES: WIND SPEED BRACED WALL BRACED WALL MIN. LENGTH LINE SPACING METHOD REQ'D 602.103 LENGTH LINE PROVIDED 800 LB. HOLD BLOCKING 1. COORDINATE BRACED WALL FRAMING WITH OVERALL FRAMING PLANS. (MPH) LINE b. EXPOSURE c. RIDGE HEIGHT d. WALL HEIGHT e. NUMBER OF DOWN (Y/N) NEEDED (Y/N) 2. "® " INDICATES WALL PANEL WSP. SEE DETAIL 1 ON S-701 FOR NAILING PATTERNS AND SIZE. (FT.) (1) (�') BWL'S (FT.) (Fr.) FIRST FLOOR 3. PFH MUST HAVE CONCRETE VIA. SI IMSON PSON HOTIE LD DOWN. DEVICE (HEADER TO END STUD) ,ADDITIONALLY, END STUD MUST BE ANCHORED TO 140 BWL 1-1 22'-4" CS-PF go-lips 1.0 0.85 1.0 1.45 12'-3" 15' SEE PLAN Y B RACED WALL 4. HOLD DOWN DEVICES AND TIE DOWN STRAPS MUST BE PROVIDED AT BOTH ENDS OF BRACED WALL PANEL AND PORTAL FRAMES AS 140 BWL 1-2 36'-8" CS-WSP 15'-8" 1.0 0.85 1.0 1.45 19'-4" 12' SEE PLAN Y P LAN DENOTED ON PLAN BY "®". 140 BWL 1-3 36'-8" CS-WSP 15'-8" 1.0 0.85 1.0 1.45 19'-4" 9.52' SEE PLAN Y 5. CONCRETE DIRECTLY UNDER PFH BRACED WALL LINES MUST HAVE #4 REBAR T&B W/ 15" MIN SPLICE LENGTH. 140 BWL 1-4 22'-4" CS-WSP 9'-1 1 to 1.0 0.85 1.0 1.45 12'-3" 14.6' SEE PLAN Y Dwg. No.: 140 BWL 1-A 27'-2" CS-PF 11'-11" 1.0 0.85 1.0 1.0 10'-11" 15.8' SEE PLAN Y 140 BWL 1-13 427'-2" CS-WSP 11'-11" 1.0 0.85 1.0 1.0 10'-11" 34.33' SEE PLAN Y BW - 101 Page: 22 OF 27 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue-Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: NF REALTY GROUP LLC c/o Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, N.Y. 10038 212.929.7109 I I I I Consultants: Structural Engineer: Reilly Tarantino EC1 I I EC1 I 100 Park Blvd. #209 BWL2-B - - - - - - - - - =li phone 631.724.7888 EC1 EC1 EC1 - I I Al O -- -- - O ! ' i j ' I i I I EC2 Seal: BWL2-A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EC1 Al O NF �0 I r- ,4 o 87. 39 SIMPSON HDU-6 EC2 EC2 SIMPSON HDU-6 HOLD DOWN HOLD DOWN I ,o Z Q, FESSIONP� SIMPSON HDU-6 SIMPSON HDU--6 HOLD DOWN I I HOLD DOWN No. Date Submission / Revisions I I I I EC2 EC2 5.03.23 FILE FOR BUILDING PERMIT I I I I I I 22'-2Y8" 51'-1Ys" 22'-27/s" s Project Address: BWL2-1 BWL2-2 BWL2-3 BWL2-4 6073 OREGON ROAD LOT 3 CUTCHOGUE NEW YORK, 11935 Date: 05.03.23 Project No: 22.001 Scale: AS NOTED Drawn By: CAC 1 SECOND FLOOR BRACED WALL PLAN WALL BRACING SCHEDULE Dwg. Title: BW-10 SCALE: 1/4" = 1'-0" ADJUSTMENT FACTORS / BRACED WALL MIN. LENGTH ADJUSTED MIN. BRACING LENGTH NOTES: WIND SPEED BRACED WALL LINE SPACING METHOD REQ'D 602.103 LENGTH LINE PROVIDED 800 LB. HOLD BLOCKING 1. COORDINATE BRACED WALL FRAMING WITH OVERALL FRAMING PLANS. (MPH) LINE e. NUMBER OF DOWN (Y/N) NEEDED (Y/N) INDICATES WALL PANEL WSP. SEE DETAIL 1 ON S-701 FOR NAILING PATTERNS AND SIZE. (� ) (1) (Fr.) b. EXPOSURE c. RIDGE HEIGHT d. WALL HEIGHT BWL'S (�') (�') SECOND FLOOR 3. PFH MUST CONCRETE VIA SIMPSONIMPSONHDUT428 OLTIE DOWN D DOWN. DEVICE (HEADER TO END STUD) ,ADDITIONALLY, END STUD MUST BE ANCHORED TO 140 BWL 2-1 22'-4" CS-WSP 5'-6" 1.0 0.7 1.0 1.45 5'-6" 15' SEE PLAN Y BRACED WALL A.4. HOLD DOWN DEVICES AND TIE DOWN STRAPS MUST BE PROVIDED AT BOTH ENDS OF BRACED WALL PANEL AND PORTAL FRAMES AS 140 BWL 2-2 36'-8" CS-WSP 8'-4" 1.0 0.7 1.0 1.45 8'-4" 12' SEE PLAN Y PLAN DENOTED ON PLAN BY "0". 140 BWL 2-3 36'-8" CS-WSP 8'-4" 1.0 0.7 1.0 1.45 8'-4" 9.52' SEE PLAN Y 5. CONCRETE DIRECTLY UNDER PFH BRACED WALL LINES MUST HAVE #4 REBAR T&B W/ 15 MIN SPLICE LENGTH. 140 BWL 2-4 22'-4" CS-WSP 5'-6" 1.0 0.7 1.0 1.45 5'-6" 14.6' SEE PLAN Y Dwg. No.: 140 BWL 2-A 30'-0" CS-PF 7'-0" 1 1.0 10.7 1.0 1.0 7'-0" 15.8' SEE PLAN Y 140 BWL 2-B 30'-0" CS-WSP 7'-0" 1.0 0.7 1.0 1.0 7'-O" 34.33' SEE PLAN Y BW - 102 Page: 23 OF 27 Architect: CURTISS A.D. _ _ James Curtiss, R.A. l = 9 1527 Franklin Avenue-Ste. 306 j ,. Mineola, N.Y. 11501 U0 718.702.7354 BRACED WALL NOTES CONTINUOUS RIM FULL-HEIGHT BLOCKING TABLE R602.10.1.3 jcurtissarch@gmail.com 1 . BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH R602.10 OF THE 2015 OR BAND JOIST CONTINUOUS ALONG LENGTH SPACING OF BRACED WALL LINES www.curtissad.com INTERNATIONAL RESIDENTIAL CODE. OF BRACED WALL PANEL BRACED WALL LINE SPACING CRITERIA 2. THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE 60 FT. APPLICA11ON CONDITION BUILDING TYPE Owner: 3. BRACED WALL PANELS ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANELS SHALL BE CONSTRUCTED AND PLACED MAXIMUM SPACING EXCEPTION TO MAXIMUM SPACING ACCORDING TO BRACED WALL PLANS AND THE BRACING METHOD SPECIFIED. PERPENDICULAR FRAMING NF REALTY GROUP LLC 4. BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0" FROM THE END OF A BRACED WALL LINE. THERE SHALL NOT BE MORE WIND BRACING ULTIMATE c/o Thomas Juul-Hansen, LLC THAN 20'-0" BETWEEN TWO BRACED WALL PANELS ON THE SAME BRACED WALL LINE. DESIGN WIND DETACHED, 60 FEET NONE 15 Maiden Lane, 19th Floor 5. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUSLY SHEATHED STRUCTURAL WOOD PANELSPEED 100 mph TOWNHOUSE New York, N.Y. 10038 h METHOD (U.O.N.). THE PLYWOOD/ OSB SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN ' " O.C. TO < 140 mph 212.929.7109 6. BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITH TABLE R602.3(1) OF THE 2015 IRC. 8d @ 6" O.C. ALONG SDC A-C DETACHED USE WIND BRACING 7. BRACED WALL PANELS ARE NOTED BY THE FOLLOWING: ALONG BRACED BRACED WALLWALL PANEL PANEL SDC A-B TOWNHOUSE USE WIND BRACING a. CS-WSP = CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL SEISM UP TO 50 FEET WHEN LENGTH OR REQUIRED b. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME BRACING SDC C TOWNHOUSE 35 FEET BRACING PER TABLE R602.10.3(3) IS c. GB = GYPSUM BOARD ADJUSTED IN ACCORDANCE WITH 8.THE ENDS OF BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS BRACED R602.10.3(4) Consultants: SHOWN BELOW: WALL PANEL BRACED WALL DETACHED, UP TO 35 FEET TO ALLOW FOR A SINGLE Structural Engineer: PANEL SDC D0, D1, D2 TOWNHOUSES, 25 FEET ROOM NOT TO EXCEED 900 SQUARE FEET. CONTINUOUSLY SHEATHED ONE-& TWO SPACING OF ALL OTHER BRACED WALL Reilly Tarantino CONTINUOUSLY SHEATHED BRACED WALL LINE STORY ONLY LINES SHALL NOT EXCEED 25 FEET. 100 Park Blvd. BRACED WALL LINE (3)-16d @ 16" O.C. UP TO 35 FEET WHEN LENGTH OF REQUIRED #209 ALONG BRACED (3)-16d @ 16" SDC D0, D1, D2 DETACHED, 25 FEET BRACING PER TABLE R602.10.3(3) IS Massapequa Park, New York, 11762 �/oz WALL PANEL O.C. ALONG TOWNHOUSES ADJUSTED IN ACCORDANCE WITH TABLE phone 631.724.7888 BRACED WALL R602.10.3(4) PANEL PERPENDICULAR FRAMING CONTINUOUS RIM FULL HEIGHT BLOCKING RETURN OR BAND JOIST CONTINUOUS ALONG LENGTH HOLD-DOWN OF BRACED WALL PANEL PANELRACED WALL PANEL AT DEVICE RACED WALL PANEL FIGURE R602.10.8(1)END OF BRACED WALL LINE AT END OF BRACEDWALL LINE BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/ CEILING FRAMING END CONDITION 1 END CONDITION 2 CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED CONTINUOUS ADDITIONAL FRAMING FULL- HEIGHT BRACED WALL LINE BRACED WALL LINE RIM OR END MEMBER DIRECTLY BLOCKING @ 16" O.C. JOIST ABOVE BRACED WALL ALONG BRACED PANEL WALL PANEL 8d @ 6" O.C. 0 ALONG 8d @ 6" O.C. TOE NAIL (3)-8d BRACED ALONG BRACED NAILS AT EACH WALL PANEL WALL PANEL BLOCKING RETURN MEMBER PANEL � L 48" MINIMUM BRACED FIRST BRACEDBRACED WALL PANEL AT END OF WALL PANEL BRACED BRACED WALL PANEL BRACED WALL LINE SEE REQUIREMENTS WALL WALL PANEL Seal: END CONDITION 3 END CONDITION 4 PANEL (3 CONTINUOUSLY SHEATHED REQUIREMENTS ALONG BRACED(3)-16d @ 16" @ O.C. d @ EACH O.C. ALONG BRACED WALL LINE RETURN PANEL: 24" FOR BRACED WALL LINES SHEATHED WITH WALL PANEL BLOCKING 101 MAX WOOD STRUCTURAL PANELS BRACED WALL MEMBER OF N 32" FOR BRACED WALL LINES SHEATHED WITH PANEL �Q' ONY STRUCTURAL FIBERBOARD (2)-16d @ m DISTANCE D: 24 FOR BRACED WALL LINES SHEATHED WITH NAILS Z d . ' s WOOD STRUCTURAL PANELS 32" FOR BRACED WALL LINES SHEATHED WITH EACH SIDE CONTINUOUS ADDITIONAL FRAMING 779 ' C' - - - .o RIM OR END MEMBER DIRECTLY FULL- HEIGHT • STRUCTURAL FIBERBOARD �SSION JOIST BELOW BRACED WALL BLOCKING @ 16" O.C. i HOLD-DOWN 800lbs. CAPACITY FASTENED TO THE EDGE OF THE PANEL ALONG BRACED DEVICE: BRACED WALL PANEL CLOSEST TO THE CORNER & FIGURE R602.10.8(2) WALL PANEL TO THE FOUNDATION OR FLOOR FRAMING BELOW BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/ CEILING FRAMING 10'-01 MMAX \__FIRST BRACED HOLD-DOWN WALL PANEL BWL A BWL B BWL C BWL A DEVICE END CONDITION 5 BWL B BWL C No. Date Submission / Revisions FIGURE R602.10.7 J JF ENDS OF BRACED WALL LINES WITH CONTINUOUS SHEATHING m m 3 5.03.23 FILE FOR BUILDING PERMIT X Q Q Q 4' MAX. R602.10.1 .1 LENGTH OF BRACED WALL LINE: THE LENGTH OF A BRACED WALL LINE :�i :�i SHALL BE THE DISTANCE BETWEEN ITS ENDS. THE END OF A BRACED WALL LINE SHALL BE 4' MAX. ;t THE INTERSECTION WITH PERPENDICULAR BRACED WALL LINE, AN ANGLED BRACED NO BRACED WALL LINE WALL LINE AS PERMITTED IN SEC11ON R602.10.1 .4 OR AN EXTERIOR WALL AS SHOWN IN N ROOF & FLOOR BEAR @ FIGURE R602.10.1.1 .4' MAX. 3 SAME ELEVATION 4' MAX. m 4' MAX. co J Oz SOLD BLOCKING BETWEEN Z 0 3 RAFTERS ATTACHED TO TOP m Q "' m NOTE: IN THE ABSENCE PLATES WITH 8d @ 6 O.C. < OF A BRACED WALL ALONG LENGTH OF LINE, BWL A,B,C SHALL BRACED WALL PANEL END @ EXTERIOR WALL — Project Address: FIGURE R602.10.8.2(1) TYPICAL BRACED WALL PLAN FIGURE R602.10.1 .1 m TYPICAL UPPER FLOOR BRACED WALL PLAN BRACED WALL PANEL CONNECTION TO BRACED WALL LINES PERPENDICULAR RAFTERS 6073 OREGON ROAD R602.10.1 .2 OFFSETS ALONG A BRACED WALL LINE: EXTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET (1219mm) FROM THE DESIGNATED BRACED WALL LINE LOCATION AS SHOWN IN FIGURE R602.10.1.1 INTERIOR WALLS USED AS BRACING SHALL BE LOT 3 OFFSET NOT MORE THAN 4 FEET (1219 mm) FROM A BRACED WALL LINE THROUGH THE INTERIOR OF THE BUILDING AS SHOWN IN FIGURE R602.10.1 .1 R602.10.1 .3 SPACING OF BRACED WALL LINES: THE SPACING BETWEEN PARALLEL BRACED WALL LINES SHALL BE IN ACCORDANCE WITH TABLE CUTCHOGUE R602.10.1.3. INTERMEDIATE BRACED WALL LINES THROUGH THE INTERIOR OF THE BUILDING SHALL BE PERMITTED. NEW YORK, 11935 Date: 05.03.23 Project No: 22.001 Scale: AS NOTED Drawn By: CAC Dwg. Title: BRACED WALL FRAMING DETAILS I Dwg. No.: BW - 201 Page: 24 OF 27 Architect: CURTISS A.D. - ' James Curtiss, R.A. r _.__ t.. 1527 Franklin a 5 Fra n Avenue Ste. 306 1 Mineola N.Y. 11 t j %..000 ) 1 501 FASTENING SCHEDULE (R602.3(1)) F L O O R 718.702.7354 (PER 2020 RESIDENTIAL CODE OF NEW YORK) 24.2"SUBFLOOR TO JOIST OR GRIDER 3-16d BOX (3 J"x 0.135");OR BLIND AND FACE NAIL jcurtissarch@gmail.com DESCRIPTION OF BUILDING ELEMENTS NUMBER &TYPE SPACING & LOCATION 2-16d COMMON (3"'x 0.162") www.curtissad.com FOF FASTENER a,b,c 25.2"PLANKS (PLANK AND BEAM 3-16d BOX (3�'x 0.135"): OR AT EACH BEARING FACE NAIL R O O F -FLOOR&ROOF) 1Owner: 2-16d COMMON (3�„x 0.162") 1. BLOCKING BETWEEN CEILING JOISTS 4-8d BOX (2�'x 0.113") OR 3-8d TENSION STRAP PER TABLE FASTEN KING STUD OR RAFTERS TO TOP PLATE 1„ TOE NAIL 26.BAND OR RIM JOIST TO JOIST3-16d COMMON (3 7"'x 0.162") AT EACH BEARING FACE NAIL NF REALTY GROUP LLC 0 0 0 0 602.10.6.4 (ON OPPOSITE 0 0 0 ° TO HEADER WITH COMMON ( " x 128"0. ); R 4-10 BOX (3"x 0.128"), OR c/o Thomas Juul-Hansen, LLC 3-1 Od BOX (3"x 0.128");OR 4-3"x 0.131"NAILS; OR 0 a SIDE OF SHEATHING) 0 (6) 16D SINKERS 3-3"x C.131"NAILS 15 Maiden Lane, 19th Floor o ° 2.CEILING JOIST TO TOP PLATE 4-8d BOX (2 J"x 0.113") OR 3-8d PER JOIST,TOE NAIL 4-3"x 14ga.STAPLES,16" New York, N.Y. 10038 CROWN oCOMMON (2 'x 0.131") OR 27. BUILT-UP GIRDERS AND BEAMS, 20d COMMON (4"x 0.192");OR NAIL EACH LAYER AS FOLLOWS: 212.929.7109 0 0 0 0 0 CONTINUOUSLY SHEATHED 0 3-1 Od BOX (3"x 0.128"); OR 2"LUMBER LAYERS 32"O.C.AT TOP AND BOTTOM 0 0 0 0 3-3"x C.131"NAILS AND STAGGERED BRACED WALL PANEL o 3. IN JOIST NOT ATTACHED O 4-1 Od BOX "x 0.128") OR l Od BOX (3"x 0.128");OR " MEETING MIN. LENGTH ° ° ° ° o FACE NAIL BOTTOM STAGGERED ON 0 0 0 o PARALLEL RAFTER, LAPS OVER 3"x 0.131"NAILS ° "4• '� " MIN. 3"xl lY4" NET HEADER STEEL HEADER PROHIBITED IFY2" 3-1 bd COMMON (3 "x 0.162") OPPOSITE SIDES 0 REQUIREMENTS OF TABLE o 0 0 0 0 PARTITIONS [SEE SECTIONS R802.5.2 AND OR 4-3'x 0.131"NAILS ' SPACER IS USED, PLACE ON SACK-SIDE OF HEADER 0 TABLE 8802.5.2) 28.LEDGER STRIP SUPPORTING 4-16d BOX (3"'x 0.135") A A 0 8602.10.5 0 0 0 0 0 JOISTS OR RAFTERS 1 NAIL ° 0 4.CEILING JOIST ATTACHED TO 3-16d COMMON (3 'x 0.162"), 0 PARALLEL RAFTER (HEEL JOINT) [SEE PER TABLE FACE NAIL OR 4-1 Od BOX (3"x 0.128"); OR Consultants: ° ° ° 0 0 0 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR IF NEEDED, PANEL SPLICE EDGES 0 FASTEN TOP PLATE TO SECTIONS R802.5.2 AND TABLE R802.5.2) 8802.5.2) 4-3"x 0.131"NAILS SHALL OCCUR OVER & BE NAILED HEADER WITH TWO 5. COLLAR TIE TO RAFTER, FACE NAIL 4-1 Od BOX (3"x 0.128") OR 29.BRIDGING OR BLOCKING TO JOIST 2-1 Od BOX (3"x 0.128") OR EACH END,TOE NAIL Structural Engineer: ° o o � GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN FACE NAIL 1�� TO COMMON BLOCKING WITHIN ° ROWS OF 16D SINKER OR t 1"x 20 go. RIDGE STRAP TO RAFTER 3-1Od COMMON (3"x 0.148") 2-8d COMMON (2� x 0.131 0 0 0 EACH RAFTER ReillyTarantino 0 0 0 THE MIDDLE 24" OF THE o NAILS AT 3" O.C. (TYP.) OR 4-3'x0.131"NAILS OR 2-3"x0.131") NAILS 6. RAFTER OR ROOF TRUSS TO PLATE 3-16d BOX (3 J"x 0.135") OR 100 Park Blvd. 0 0 0 HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON PORTAL-LEG HEIGHT. ONE ROW o TOE NAIL ON OPPOSITE SIDE SPACING OF FASTENERS 3-1 Od COMMON (3"x 0.148") #209 0 0 0 o BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING OF 3" O.C. NAILING IS REQUIRED o 0 OR 4-3'x 0.131"NAILS OF EACH RAFTER/TRUSS DESCRIPTION OF BUILDING ELEMENTS NUMBER &TYPE 0 0 0 o IN EACH PANEL EDGE o 0 4-16d 13 '"x 0.135") OR TOE NAIL OF FASTENER a,b,c Massapequa Park, New York, 11762 OR HIP RAFTERS; OR ROOF RAFTER TO phone 631.724.7888 0 0 0 0 0 0 3-1 Od COMMON (3"x 0.148") INCH. SUPPORTS 0 0 0 0 ° ° MINIMUM 2-INCH RIDGE BEAM OR 4-1 Od BOX (3"x 0.128") WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF&INTERIOR WALL SHEATHING TO FRAMING&PARTICLEBOARD ° (ALTERNATELY, SEE NAILING AND OR 4-3'x 0.131"NAILS WALL SHEATHING TO FRAMING 0 0 0 o STRAPPING DETAIL) 3-16d 13�"x 0.135") OR END NAIL 30.%8'-Y2' 6d COMMON (2"x 0.113") NAIL ° ° ° ° MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN.2'THICK WOOD 0 0 0 ° 0 MIN. ' WOOD 2-16d COMMON (3 'x0.162") (sUBFLOOR,WALL ° ° ° 010 ° STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR STRUCTURAL PANEL OR 3-lad BOX (3"x 0.128") 8d COMMON (21"x 0.131") NAIL 6 12 0 0 ° ° GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS, o o SHEATHING OR 3-3'x 0.131"NAILS (ROOF);OR RSRS-01 (2 J'x 0.113") 0 0 0 o AND SILLS) AS SHOWN TYP. 0 ° WALL NAIL(ROOF) 0 0 0 0 8.STUD TO STUD (NOT AT BRACED 1 bd COMMON (3 'x 0.162") 24"O.C. 31.1232''- 1" 8d COMMON NAIL(2�'x 0.131") 0 o WALL PANELS) FACE NAIL OR RSRS-01; (2 g'x 0.1 0 0 13") NAIL 6 12 0 0 0 0 ° ° 1 Od BOX (3 'x 0.135");or 16"O.C. (ROOF) 0 0 0 o MIN. DOUBLE 2x4 POST ° ° 3"x 0.131"NAILS FACE NAIL 0 0 0 o MIN. LENGTH OF PANEL PER TABLE 8602.10.5 ° ° 9.STUD TO STUD AND ABUTTING STUDS l6d BOX (3 1"x 0.135") OR 12"O.C. (KING AND JACK STUD). 0 0 AT INTERESTING WALL CORNERS (AT 3"x 0.131"NAILS FACE NAIL 32. IY$'- lY4' 10d COMMON NAIL (3"x 0.148") 0 0 0 o NUMBER OF JACK STUDS o o BRACED WALL PANELS) 16d COMMON (3 g"x 0.162"); 16"O.C. NAIL;OR 8d (2�'x 0.131") 6 12 0 0 0 o PER TABLES R602.7(1) & (2) 0 0 FACE NAIL DEFORMED NAIL 0 0 0 0 0 0 10. BUILT-UP HEADER (2"TO 2" 16d COMMON (3�'x 0.162") 16"O.C. EACH EDGE OTHER WALL SHEATHING 0 0 0 o MIN. (2))/2'0 ANCHOR BOLTS 0 o HEADER WITHYs'SPACER) FACE NAIL 33.Y2"STRUCTURAL IY2'GALVANIZED ROOFING NAIL, 0 0 0 o INSTALLED PER SECTION R403.1.6 WITH 0 0 16 d EOX (3-2''x 0.135"), 12"O.C. EACH EDGE CELLULOSIC FIBERBOARD "'HEAD DIAMETER,OR 1�'LONG 3 6 FACE NAIL 0 0 0 0 2"X2"X�6' PLATE WASHER o o TOE NAIL SHEATHING16ga.STAPLE WITH 16"OR 1" 0 0 0 11.CONTINUOUS HEADER TO STUD 5-8d BOX (27'x 0.113"); OR CROWN 0 0 0 0 0 0 0 0 0 0 4-8d COMMON (2 7'x 0.131"); 34.2%2'STRUCTURAL 1Y4"GALVANIZED ROOFING NAIL e • • • a R 4-10d BOX (3"x 0.128") CELLULOSIC FIBERBOARD 16"HEAD DIAMETER,OR 1 "LONG 3 6 . SHEATHING d' 12.TOP PLATE TO TOP PLATE 16d COMMON (3�'x 0.162") 16"O.C. FACE NAIL 16ga.STAPLE WITH lk"OR 1" tr-1 d' ° d • e' ° e. ° CROWN ° eQ° 4 .e ."• • ,• °: ° •. d •• • °� d .• 1 Od EOX (3"x 0.128"); OR 12"O.C. FACE NAIL 35.22"GYPSUM SHEATHING 1Y2'GALVANIZED ROOFING NAIL; •. •d,' •'•e 0 • '�••it °� • •• •. a° °•••d 3"x C.131"NAILS STAPLE GALVANIZED, 1 LONG 1 7 7 °••. a °• e ° ,. d• - °• A. •.a°, •d. ° .• ° 3. DOUBLE TOP PLATE SPLICE - (3 NAI A I ° d ° 16d COMMON "x 0.162"); A 1"SCREWS,TYPE W OR S 4 ° e ° • e ° 1 8 d ° •. . . a. ° . d °.' •° 6 GYPSUM SHEATHING ' �° .• •- �d a .• '� � •' '' '• • •'• END JOINT (MIN 24"LAP $, a • • R 1216d BOX (3 "x 0.135"); 3 . 1/4'GALVANIZED ROOFING NAIL ANCHOR BOLTS PER SPLICE LENGTH EACH SIDE OF R 12-1 Od BOX (3"x 0.128"); STAPLE GALVANIZED, 1 f"LONG 7 7 END JOINT) SECTION 8403.1 .6 R 12-3"x 0.131"NAILS 1 J"LONG 1 J'SCREWS, OVER CONCRETE OR MASONRY BLOCK FOUNDATION 14.BOTTOM PLATE TO JOIST,RIM JOIST, 16d COMMON (3�'x 0.162") 16"O.C. EACH EDGE TYPE W OR S BAND JOIST OR BLOCKING (NOT AT BRACED FACE NAIL WOOD STRUCTURAL PANELS, COMBINATION SUB-FLOOR WALL PANELS) 16d BOX (3-2''x 0.135"); OR 12"O.C. EACH EDGE UNDERLAYMENT TO FRAMING 3"x C.131"NAILS FACE NAIL 3 6d DEFORMED (2"x 0.120") NAIL; 15.BOTTOM PLATE TO JOIST,RIM JOIST, 3-16d COMMON 3 'x 0.135" ' A A 37./4'AND LESS 1 ( ) 2 EACH 16"O.C. FACE NAIL NA 8d COMMON (2�'x 0.131") 6 12 BAND JOIST OR BLOCKING (AT BRACED OR 2-16d COMMON NAIL WALL PANELS) 3"'x 0.162"); OR 4 EACH 16"O.C. FACE NAIL 38.%$'- 1" 8d COMMON (2 "x 0.131") NAIL; 4-3"x 0.131"NAILS OR 8d DEFORMED (2 x 0.120") 6 12 16.TOP OR BOTTOM PLATE TO STUD 4-8d BOX (2 "x 0.1 13");OR TOE NAIL NAIL 1.. 39. 1Ya"-1Ya" I Od COMMON x NAIL;147) 3-16d BOX (3 2 x 0.135");OR 1„ 4-8d COMMON (2�'x 0.131"); NAIL DEFORMED (2 x 0.120") 6 12 OR 4-10d BOX (3"X0.1 Seal: 3-3"x 0.131"NAILS 3-16d BOX (3 J"x 0.135"); OR END NAIL TS FOR WOOD SIRU NEL WALL WOOD STRUCTURAL PANEL NAIL SOLE PLATE (2) FRAMING ANCHORS NAIL SOLE PLATE 2-16d COMMON(3 'x0.162"); SHEATHING USED TO RESIST WIND PRESSURES (R602.3(3)) :; SHEATHING TO TOP OF TO JOIST PER APPLIED ACROSS SHEATHING TO JOIST PER OR 3-10d BOX (3"x0.128"); OR (2020 RESIDENTIAL CODE OF NEW YORK) 4- 3-3"x 0.131"NAILS MINIMUM NAIL MIN.WOOD PANEL NAIL ULTIMADESIGN BAND OR RIM JOSIT TABLE R602.3(1) JOINT WITH A CAPACITY OF TABLE R602.3(1) MIN.NOMINAL MAX. WIND SPEED (mph) '* 3-1 Od BOX 3 x 0.128") OR FACE NAIL STRUCTURAL PANEL WALL STUD SPACING WIND EXPOSURE 670 lbs IN THE HORIZONTAL 1�.TOP PLATES,LAPS AT CORNERS AND ( �� .,, AND VERTICAL DIRECTIONS INTERSECTIONS PANEL SPAN EDGES FIELD M COMMON x SIZE PENETRATION(in) RATING THICKNESS(in) SPACING(in) ("O.C.) ("O.C.) CATEGORY C�O Y 2-1 bd ..OMMON (3�" 0.162"J 4 .`.4 "" OR 3-3"x 0.131"NAILS O 18. 1'BRACE T EACH STUD AND PLA 3-8d BOX (2�'x 0.113') OR FACE NAIL COMMON 1,5 24/0 /s 16 6 12 140 115 110 2-8d COMMON (2"'x 0.131") (2.0"x OR 2-10d BOX (3"x 0.128");OR n s 0.113") m 2 STAPLES, 1 y 2 19. 1'x6"SHEATHING TO EACH BEARING 3-8d BOX (2 'x 0.113") OR FACE NAIL COMMON 1'75 24/16 �6 16 6 12 170 140 135 N� 087c739 2-8d COMMON (2"'x 0.131") (2.5"x WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST APPROVED BAND OR OR 2-10d BOX (3"x0.128");OR 0.131,0 24 6 12 140 115 110 R�FESS1pNP`. RIM JOSIT 2 STAPLES, 1"CROWN, 16 ga., OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION 1 J"LONG WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST 2o. E x8°AND WIDER SHEATHING TO 3-8d BOX (2J"x 0.113") OR FACE NAIL 3-8d COMMON (2�'x 0.131") ( EACH BEARING 1 OR 3-10d BOX (3"x 0.128"); OR ATTACHED SHEATHING 3 STAPLES, 1"CROWN, 16 ga., TO BAND OR RIM JOIST 1 4"LONG WITH 81D COMMON WIDER THAN 1 x 41 WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO JOIST NAILS @ 3" O.C. TOP & 4-8D BOX (2 °x 0.131");OR NAIL SOLE PLATE TO 3-8D COMMON (2 "' x 0.131"); No. Date Submission / Revisions SHEATHING TO TOP OF PER TABLE R602.3(1) BOTTOM JOIST PER TABLE OR 3-1 Od BOX (3"x 0.128"); OR 1 BAND OR RIM JOSIT R602.3(1) 4 STAPLES, "CROWN, 16 ga., 5. FILE FOR BUILDING PERMIT '4 � � � s 1 4'LONG 21.JOIST TO SILL,TOP PLATE OR GIRDER 4-8D BOX (2 x 0.113");OR TOE NAIL 3-8D COMMON (2� 0.131 OR 3-10d BOX (3"x 0.128");OR 3-3"x 0.131"NAILS " 22.RIM JOIST,BAND JOIST,OR BLOCKING 8d BOK (2 "x 0.1 13") 4"O.C.TOE NAIL TO SILL OR TOP PLATE(ROOF 8d CCMMON (2-12"x0.131"); OR APPLICATIONS ALSO) 1 Od BOX (3"x 0.128");OR 6"O.C.TOE NAIL WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND O 3"x0.131"NAILS RIM JOIST APPROVED BAND 23. 1"X6"SUBFLOOR OR LESS TO EACH JOIST 3-8D BOX (2 " x 0.113"); OR FACE NAIL OR RIM JOSIT 2-8D COMMON (2 ' x OVER RAISED WOOD FLOOR-OVERLAP OPTION SECTION 0.131"): OR 3-1 Od BOX (3" x (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM JOIST) 0.128"); OR 2 STAPLES, 1" FRONT ELEVATION CROvNN, 16 ga., 1 f LONG FIGURE R602.10.6.4 METHOD CS-PF - CONTINUOUSLY SHEATHED , PORTAL FRAME PANEL CONSTRUCTION Project Address: 6073 OREGON ROAD LOT 3 CUTCHOGUE N EW YO RK, 11935 Date: 05.03.23 Project No: 22.001 Scale: AS NOTED Drawn By: CAC Dwg. Title: BRACED WALL FRAMING DETAILS II Dwg. No.: BW - 202 Page: 25 OF 27 i s • s i s i s NOTE: SP4 @ UNALIGNED STUDS PLYWD SHEATHING PLYWD SHEATHING Architect: ALL DETAILS&SPECIFICATIONS8d COMMON NAILS @ 8d COMMON NAILS @ C U RT I S S A.D. INDICATED ARE BY"SIMPSON H2 @ 16"O.C. 6"O.C.EDGE&FIELD 6"O.C.EDGE&FIELD **ALL STRAPPING TO BE 1 y"x 20 GA.STL.** STRONG-TIE"OR APPROVED EQUAL "SIMPSON"EQUIVALENT-CS20(COILED STRAP) CS20 James Curtiss, R.A. HRC22 RAFTER TO RIDGE CONNECTION 1527 Franklin Avenue -Ste. 306 HRCD (OPTIONAL) I CS20 STRAP FOR STRAP-(3)8d COMMON NAILS @ EA.END OF STRAP Mineola, N.Y. 11501 s I FOR NOTED COLLAR CLG TIE-(3)10d COMMON NAILS EA. HDU5 yI� HCP H2.5 l - RAFTER TO TOP PLATE TO STUD CONNECTION 718.702.7354 H2 • SP4 I ___ FOR STRAP: (3)8d COMMON NAILS @ EA.END OF STRAP - jcu�issarch@gmail.com MP-MENDING PLATE LSSU28 LS70 (@ UNALIGNED l T FOR TOE-NAILING: (5)8d COMMON NAILS www.curtissad.com (WHERE REQ'D) STUDS) I 11 ll I FOR CJ TO RR: (11)16d COMMON NAILS(FOR(5)PITCH) D1 D2 D3 D4 D5 I. II II I FOR C OF EA.PLATE TO PLATFORM MABOVEON IL(1) 16d COMMONPITCHNAILSOwner: @ 16"O.C. NF REALTY GROUP LLC CS20 STRAP(STRAP TO BE STUD TO FLOOR ASSEMBLY TO STUD CONNECTION c/o Thomas Juul-Hansen, LLC A23 PSPN516Z WRAPPED UP ON LOWER END) HOLD-DOWN SOLID BLK'G ONLY APPLICABLE FOR(2)TWO STORY CONFIGURATIONS) 15 Maiden Lane, 19th Floor (OPTIONAL) CORNER HOLD-DOWN REQ.AT HOLD-DOWN FOR STRAP: (3)8d COMMON NAILS @ EA. END OF STRAP HDR's SPANNING OVER 6'-0" A B FOR C OF EA. PLATE TO PLATFORM ABOVE: (1)@ C OF EA. New York, N.Y. 10038 NSP ` - - PLATE TO PLATFORM BELOW: (1)16d COMMON NAILS @ 16"O.C. 212.929.7109 TYP. HEADER DETAIL NOTE: • ABWZ 0 0 FJA N.T.S. 1. SHEATHING AS PART OF SHEARWALL SEGMENT(SWS),WHERE STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION •. •. AC4 ^I ' NSP NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS FROM SILL TO FOR STRAP: (3)8d COMMON NAILS @ EA.END OF STRAP ` TOP PLATE OR ADEQUATELY BLOCKED AT SHEATHING JOINTS. 5 FOR C OF EA.TO PLATFORM:(1)@ C OF EA. • '-- �'-' -•� • .'.�+ @ EA.JOIST PSPN516Z ._�= 1 8d COMMON NAILS @ 6"O.C.EDGE&FIELD. WHEN EXISTING PLATFORM BELOW: (1)16d COMMON NAILS @ 16"O.C. '''��-'�''.'_�`��'_;.• s�_ 2. HOLD REQUIRED AT ALL(4)CORNERS OF STRUCTURE U.O.N. LUS28 STRUCTURE IS EXPOSED NAIL STOPPER PLATES NAIL STOPPER PLATES TYP. S H EARWALL DETAIL STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION =777-7.7 Consultants: D6 D7 D8 D9 D 10 D 11 SLAB ON GRADE APPLICATION I s ` : '�`•� N.T.S. FOR STRAP: (3)8d COMMON NAILS @ EA.END OF STRAP . ;; +.'Y: ' ...�.,-:.,:.• Structural Engineer: FOR C OF EA.PLATE TO PLATFORM BELOW: (1)16d COMMON NAILS @ 16"O.C. MSTA36 FSC MSTA36 TYP.SECTION ••DETAILS. . Reilly Tarantino CS20 LFTA WRAPPED 12o HDU2 N.T.S. N.T.S. 1OO Park Blvd. UNDER PLT 0 (W1 THREADED ROD) NAILING & STRAPPING cs2o #209 Massapequa Park, New York, 11762 SS3 CS20 N.T.S. sCLEAR 0 PANphone 631.724.7888 • • • CS20 GENERAL NOTES ~' I H2 CS20 I) 1. G.C.TO FIELD VERIFY ALL EXISTING CONDITIONS AND 25.ELECTRICAL WORK TO BE IN ACCORDANCE W/NEC Y:s;=` (12"MIN ON SLPR) II VERIFY LOCAL REQUIREMENTS WITH LOCAL BUILDING AND TO BE CERTIFIED BY THE BOARD OF FIRE CANTILEVER OFFICIALS PRIOR TO CONSTRUCTION. UNDERWRITERS. -�•== °��•=u:.= STUD SHOE FOR (12"MIN ON STUD) REINFORCING I) i%•rv0n Yvt GABLE END WALL CONNECTION Ityp.I 2. G.C.TO VERIFY ALL DIMENSIONS AND CONDITIONS 26.NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NOTCHED STUDS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING D12 D13 D14 D15 MATERIALS. 27.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL REQUIRED APPROVALS& A35F 3. RECORD ARCHITECT/ENGINEER OR DESIGN PERMITS FROM ANY&ALL GOVERNING AGENCIES MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MTS16 CONSULTANTS ARE NOT CONSIDERED AS FIELD HAVING JURISDICTION OVER THIS PROJECT. A35F SUPERVISOR OR DAILY INSPECTOR OF THIS PROJECT. TABLE R402.2-NYSRC FLOOR TO FLOOR 4. ALL FOUNDATIONS&FOOTINGS SIZED FOR BEARING 28.IT IS THE RESPONSIBILITY OF THE ARCHITECT TO LTP4 CONNECTIONS DESIGN TO THE LATEST NYS RESIDENTIAL CODES AND Al MINIMUM SPECIFIED COMPRESSIVE STRENGTH aft) ON VIRGIN(UNDISTURBED)SOIL AT MINIMUM BEARING ALL OTHER APPLICABLE CODES, LAWS,RULES& WEATHERING POTENTIAL b D16 CAPACITY OF(2 TONS)PER SQ.FT.WITH A MINIMUM REGULATIONS IN THE DESIGN OF THIS PROJECT AND TYPE OF LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE OF W(in)COVER. IS THE RESPONSIBILITY OF THE CONTRACTOR TO5. ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS, CONSTRUCT PROJECT AS PER PLANS&RESIDENTIAL BASEMENT WALLS,FOUNDATIONS&OTHER CONCRETE NOT 2,500 2,500 2,500 c POSTS,STUDS,ETC.TO BE DOUGLAS FIR CODES. EXPOSED TO THE WEATHER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS CONSTRUCTION GRADE OR BETTER @ fd 1200psi. TABLE R301.4-NYSRC 28.IT IS THE RESPONSIBILITY OF THE ARCHITECT TO BASEMENT SLABS&INTERIOR SLABS ON GRADE EXCEPT 2,500 2,500 2,500 c (Ibs/sq ft)OR(psf) 6. WOOD SILLS ON SLABS TO BE(2)2x6 cca WOLMINIZED DESIGN TO THE LATEST NYS RESIDENTIAL CODES AND GARAGE FLOOR SLABS LUMBER W/3"(in)SQUARE WASHER-SEE TABLE ALL OTHER APPLICABLE CODES,LAWS,RULES& BASEMENT WALLS, FOUNDATION WALLS,EXTERIOR WALLS& 2,500 3,000 d 3,000 d USE LIVE LOADS 3.2A-WFCM. REGULATIONS IN THE DESIGN OF THIS PROJECT AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER EXTERIOR BALCONIES 60 7. ALL HEADERS TO BE SUPPORTED BY 4x4 POST(TYP) U.O.N. CONSTRUCT PROJECT AS PER PLANS&RESIDENTIAL PORCHES,CARPORT SLABS&STEPS EXPOSED TO THE WEATHERF 2,500 3,000 d,a 3,500 d,e DECKS 40 CODES. &GARAGE FLOOR SLABS PASSENGER VEHICLE GARAGES 50 8. PROVIDE DOUBLE HEADERS&TRIMMERS AT ALL FLOOR&STAIR OPENINGS AND UNDER ALL POSTS& 29.MECHANICAL SYSTEM SHALL COMPLY WITH CHAPTER 12 FOR SI:1 POUND PER SQUARE INCH=6,895 kPa ATTICS WITHOUT STORAGE 10 PARTITIONS RUNNING PARALLEL TO FRAMING. FLOOR THROUGH CHAPTER 24 OF THE NYSRC. a. AT 28 DAYS psi ATTICS WITH STORAGE 20 JOIST SHALL BE DOUBLED BENEATH ALL PARALLEL b. SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL PARTITIONS. 30.PLUMBING SYSTEM SHALL COMPLY WITH CHAPTER 25 c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING&THAWING DURING CONSTRUCTION SHALL BE AIRENTRAINED CONCRETE IN ROOMS OTHER THAN SLEEPING 40 9. BRIDGING TO BE EITHER SOLID BLOCKING OR 18 GA. THROUGH CHAPTER 32 OF THE NYSRC. ACCORDANCE WITH FOOTNOTE^d^ NOT EXCEEDING 8'ft d. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN(5'/°)FIVE PERCENT OR SLEEPING ROOMS 30 CROSS BRIDGING, 8'(ft)O.C. 31.ELECTRICAL SYSTEM SHALL COMPLY WITH CHAPTER 33 MORE THAN(7%)SEVEN PERCENT STAIRS 40 10. ALL HEADERS TO BE(2)2x8 MIN. U.O.N.ON PLAN. THROUGH CHAPTER 42 OF THE NYSRC. e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT GUARDRAILS&HANDRAILS 200 11. THE TOP&BOTTOM OF JOISTS MAY BE NOTCHED, 32. CONTRACTOR SHALL RELOCATE ALL EXISTING NOTCH IS NOT TO EXCEED 2"(in)&NO NOTCHING AT ELECTRIC,TELEPHONE,ANTENNA&CABLE TV SERVICE MIDDLE Y3 OF JOIST SPAN. WIRING AS REQUIRED. IBC CLIMATE&GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 12. ALL STRUCTURAL WOOD TO BE KEPT BACK 2"(in)MIN. 33. ALLOW MINIMUM OF 18"(in)BETWEEN BOTTOM OF FLOOR FROM CHIMNEY. JOIST&TOP OF SCREED COAT OR PROVIDE CCA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN LUMBER. SNOW SPEED TOPOGRAPHIC SPECIAL WIND-BORN DESIGN WEATHERING FROST LINE TERMITE DESIGN REQUIRED HAZARDS FREEZING ANNUAL 13. JOIST HANGERS&OTHER METAL FASTENERS TO BE LOAD (mph) EFFECTS WIND REGION DEDRIS ZONE CATEGORY DEPTH TEMP INDEX TEMP "TECO","SIMPSON-STRONG-TIE"OR EQUAL&ARE TO 34. ALL INTERIOR DOORS ARE TO CONFORM WITH NYSRC. 20 PSF 130 VULT NO NO 1.5 MILE FROM B SEVERE BOF 3FT BFG MOD TO SEE BELOW YES CALL THE PLANS 599 51°F COMPLY WITH NYSRC. 35. WINDOW&EXTERIOR DOORS SHALL BE PROPERLY COAST AND HEAVY EXAMINERS 14. ALL CONCRETE HAUNCH FOOTINGS TO HAVE(2)#5 FLASHED AT HEADS&PROPERLY SEALED&WEATHER FIRE ISLAND OFFICE REBAR REINFORCING RODS U.O.N. STRIPPED. WINTER DESIGN TEMP: 15. ALL CONCRETE"T"FOOTINGS TO HAVE(3)#5 REBAR 36. ALL GYPSUM WALLBOARD SHALL BE TAPED&SPACKLED Seal: • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE FLOOR ON THE DESIGN HEATING REINFORCING RODS U.O.N. (3)COATS READY FOR PAINT: DAY. 16. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS s"(in)SHEETROCK FOR ALL WALLS&CEILING • SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING. BELOW GRADE(EXCLUDING SLABS)SHALL BE DAMP /s"(In)TYPE"X"FOR ALL GARAGE&MECHANICAL ROOMS • DEGREE DAYSPROOFED W/AN ELASTIC COAL TAR BASE.(NY LaGUARDIA)4811,WINTER DESIGN TEMP 15°F, DRY BULB 89°F,WET BULB 75°F(2020 IPC APPENDIX D). Y"(in)M/R GREENBOARD FOR ALL BATHROOMS AND WET• AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B. WALLS • USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. 17. FIREPLACE FOOTINGS SHALL EXTEND 6"(1n)FROM 37. ALL FINISHES SHALL BE DIRECTED BY OWNER. FOUNDATION ON ALL SIDES. NEV 18. PROVIDE COMBUSTION AIR VENTS AS PER NYS 38. ALL MICROLAM LUMBER IS TO BE MANUFACTURED BY SOF Yd ENERGY CODE. "TRU-JOIST CORP."OR APPROVED EQUAL �� y J T"J�''�✓T PROP.PROJ.SHALL COMPLY WITH THE FOLLOWING SECTIONS&TABLES OF THE NEW YORK STATE RESIDENTIAL CODE: 39. NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE 19. FOR ALL 4"(in)POURED CONCRETE SLABS,PROVIDE co �r TABLE R301.2(1)-NYSRC R308-NYSFLC GLAZING R314.3-NYSRC HEADROOM R406-NYSRC FOUNDATION WATERPROOFING&DAMP PROOFING R602.8-NYSRC FIRE BLOCKING PRIOR TO ISSUANCE OF BUILDING PERMIT. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA , THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED 6x6 1%0 WWF OVER 10 MIL MIN(U.O.N.)POLYETHYLENE ��A W R308.1 -NYSRC IDENTIFICATIONSHALL NOT BE LESS THAN 6'-8"(2032mm)MEASURED DRAFT OPENINGS(BOTH VERTICAL&HORIZONTAL)AND TO FORM R406.2-NYSRC CONCRETE&MASONRY FOUNDATION VAPOR BARRIER OVER 6"(in)WELL COMPACTED FILL. 40.CONTRACTOR SHALL PROVIDE ALL REQUIRED TABLE R301.2.1.1 -NYSRC EACH PANEL OF GLAZING INSTALLED IN HAZARDOUS WATERPROOFING INSURANCE AND INSURANCE CERTIFICATES. VERTICALLY AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A 20.BASEMENTS WITH HABITABLE SPACE SHALL COMPLY ' DESIGN CRITERIA:CONSTRUCTION DESIGNED IN LOCATIONS AS DEFINED IN SECTION R308.4,SHALL BE ....EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH&ENCLOSE Z %fig ACCORDANCE WITH AMERICAN FOREST&PAPER PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S LABEL, R315-NYSRC HANDRAILS HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE TOP STORY AND THE ROOF SPACE. WITH EMERGENCY EGRESS SECTION 310-NYSRC.A 41.CONTRACTOR SHALL TAKE ALL NECESSARY �� 871 Qy ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE WATERPROOFED WITH A MEMBRANE EXTENDED FROM THE TOP OF R806.1 &R806.2-NYSRC ROOF VENTILATION SILL OF NOT MORE THAN 44"(in)ABOVE FLOOR AREA PRECAUTIONS TO SAFE GUARD THE EXISTING A O� MANUAL FOR ONE&TWO FAMILY DWELLINGS(WFCM) SAFETY GLAZING STANDARDS WITH WHICH IT COMPLIES, R315.1 -NYSRC HANDRAILS THE FOOTING TO THE FINISHED GRADE.THE MEMBRANE SHALL VENTILATION OPENINGS SHALL BE PROVIDED W/CORROSION OF WINDOW AND SKYLIGHTS SHALL BE NOT MORE RESIDENCE&CONTENTS AGAINST DAMAGE FROM THE FESS WHICH IS VISIBLE IN THE FINAL INSTALLATION.THE LABEL ....HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD CONSIST OF(2 PLY)HOT MOPPED FELTS,55#ROLL ROOFING,(6 RESISTANT WIRE MESH W/Y"MIN TO&MAX.OPENING. FREE THAN 8%OF EXTERIOR WALL AREA. ELEMENTS DURING CONSTRUCTION. TABLE R301.4-NYSRC SHALL BE ACID ETCHED,SANDBLASTED,CERAMIC-FIRED, NOSINGS,SHALL NOT BE LESS THAN 34"(in)(864mm)AND NOT MIL)POLYVINYL CHLORIDE,(6 MIL)POLYETHYLENE OR(40 MIL) VENTILATING AREA SHALL NOT BE LESS THAN 1:150 SPACE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS EMBOSSED MARK,OR SHALL BE OF A TYPE WHICH ONCE MORE THAN 38"(in)(965mm)....HANDRAILS ADJACENT TO A PLYMER-MODIFIED ASPHALT.THE JOINTS IN THE MEMBRANE SHALL VENTILATED. 21. GLAZING IN DOORS,SHOWER DOORS AND 42.CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS TABLE R602.3(1)-NYSRC APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. WALL SHALL HAVE A SPACE NOT LESS THAN 1 Y"(in)(38mm) BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH ENCLOSURES SHALL BE SIZED&CONSTRUCTED OF DAMAGED DUE TO THE EXECUTION OF THIS WORK TO BETWEEN THE WALL AND HANDRAIL THE WATERPROOFING MEMBRANE. R905-NYSRC REQUIREMENTS FOR ROOF COVERINGS MATERIALS AS TO MINIMIZE THE POSSIBILITY OF ITS ORIGINAL CONDITION. FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS R308.4-NYSRC HAZARDOUS LOCATIONS INJURY TO PERSONS IN THE EVENT THAT THE GLAZING TABLE R905.2.5-NYSRC 5.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, R316-NYSRC GUARDS R406.3.2-NYSRC R905.2.5-NYSRC FASTENERS IS BROKEN OR DAMAGED.SEE SECTION R308-NYSRC. 43.DRAWINGS ARE NOT TO BE SCALED.FOLLOW FASTENERS WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS AND VAPOR BARRIER FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED DIMENSIONS ONLY. NOTIFY ARCHITECT DESIGNER SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL R316.1 -NYSRC GUARDS REQUIRED 22.ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/ IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. R301.2(8)-NYSRC ....RAISED FLOOR SURFACES....SHALL HAVE GUARDS NOT R408-NYSRC UNDER FLOOR SPACE STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, THE NYSRC CODES,THE IRC BUILDING CONSTRUCTION SHEAR WALLS ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM LESS THAN 36"(in)(914mm)IN HEIGHT MIN. 12 GA.SHANK W/A MIN.%"HEAD ASTMF 1667 OF A LENGTH TO MANUAL&THE NYS ENERGY CODE(ALL LATEST 44.NO CHANGE WILL BE PERMITTED WITHOUT PRIOR EXPOSED EDGE OF GLAZING IS LESS THAN 60"(in)(1524mm) R408.1 -NYSRC CRAWL SPACE VENTILATION PENETRATE THROUGH THE ROOFING MATERIAL AND A MIN.OF 3/4" ADDITIONS R303.1 -NYSRC HABITABLE ROOMS MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING R316.2-NYSRC GUARD OPENING LIMITATIONS THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS )' WRITTEN NOTIFICATION OF&APPROVAL OF THE GLAZING 8% FLOOR AREA SURFACE REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED LESS THAN(1)SQ.FT. FOR EACH(150)SQ.FT.OF UNDER FLOOR LESS THAN%"THICK,THE FASTENERS SHALL PENETRATE ARCHITECT/ENGINEER OF RECORD. No. Date Submission / Revisions VENTILATION 4%FLOOR AREA R313-NYSRC SMOKE ALARMS,SPRINKLERS&CARBON FLOOR AREA,....SHALL HAVE INTERMEDIATE RAILS....THAT DO SPACE AREA. THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITH 23.ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY 45.CONTRACTOR SHALL PROVIDE THE OWNER WITH A R310-NYSRC EMERGENCY EGRESS MONOXIDE ALARM NOT ALLOW PASSAGE OF A SPHERE 4"(in)(102mm)OR MORE IN ASTMF 1667. TRAPPED&VENTED AS REQUIRED BY NYS CODE.CAST CERTIFICATE OF OCCUPANCY OR COMPLETION&AND 5.03.23 FILE FOR BUILDING PERMIT COMBINATION SMOKE&CARBON MONOXIDE ALARM SHALL BE DIAMETER R408.3-NYSRC CRAWL SPACE ACCESS IRON PIPE SHALL CONFORM W/LOCAL CODE ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY R310.1.1 -NYSRC MINIMUM OPENING AREA INSTALLED I'N EACH SLEEPING ROOM AND OUTSIDE EACH ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. R905.2.6-NYSRC ATACHMENT REQUIREMENTS&HAVE APPROVED CLEAN-OUTS& UPON COMPLETION OF THIS PROJECT. ALL SLEEPING ROOMS TO HAVE EMERGENCY ESCAPE AND SLEEPING ROOM AREA AND ON EACH STORY- R324.1 -NYSRC ACCESS OPENINGS THROUGH THE FLOOR SHALL BE MIN. 18"(in)BY ASPHALT ROOF SHINGLES SHALL HAVE A MIN.OF(6)SIX JOINTS. RESCUE OPENINGS WITH A MINIMUM NET CLEAR OPENING OF INTERCONNECTED. TERMITE SHIELD 24"(in).OPENINGS THROUGH A PERIMETER WALL SHALL BE 16"(in) FASTENERS PER SHINGLE WHERE THE ROOF IS ON ONE OF THE 5.7 SQ.FT. EXCEPTION GRADE FLOOR OPENINGS SHALL HAVE BY 24"(in) FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4) 24. ALL HEATING&COOLING DESIGNS SHALL CONFORM R402.2-NYSRC CONCRETE W/A.S.H.R.A.E. A MINIMUM NET CLEAR OPENING OF 5.0 SQ. FT. R314-NYSRC STAIRWAYS CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS IS 110mph OR GREATER;AND THE EAVE IS 20'(ft)OR HIGHER ABOVE c SHOWN IN TABLE R402.2-NYSRC.CONCRETE SUBJECT TO WEATHERING AS R502-NYSRC BEARING GRADE R314.1 -NYSRC WIDTH A.ALL ENDS OF EACH JOIST,BEAM OR GIRDER FLOOR SYSTEMS& R310.1.2-NYSRC MINIMUM OPENING HEIGHT ....MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW INDICATED IN TABLE 301.2(1)-NYSRC,SHALL BE AIR ENTAINED AS SPECIFIED JOIST FRAMING SHALL COMPLY WITH SECTION R502.6 OF THE NEW R905.2.7-NYSRC UNDERLAYMENT APPLICATION THE MINIMUM NET CLEAR HEIGHT SHALL BE 24"(in) THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, IN TABLE 402.2-NYSRC.THE MAXIMUM WEIGHT OF FLY ASH,OTHER YORK STATE RESIDENTIAL CODE FOR ROOF SLOPES FROM(2)VERTICAL UNITS IN(12)UNITS R310.1.3-NYSRC MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 31.5"(in)(787mm)WHERE A POZZOLANS,SILICA FUME OR SLAG THAT IS INCLUDED IN CONCRETE HORIZONTAL(2:12)UP TO(4)VERTICAL UNITS IN(12)UNITS THE MINIMUM NET CLEAR WIDTH SHALL BE 20"(in) HANDRAIL IS INSTALLED ON ONE SIDE AND 27"(in)(698mm) MIXTURES FOR GARAGE FLOOR SLABS AND EXTERIOR PORCHES,CARPORT B.ALL STRUCTURAL LUMBER SHALL HAVE A MINIMUM END BEARING HORIZONTAL(4:12),SHALL RECEIVE(2)LAYERS WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES SLABS AND STEPS THAT WILL BE EXPOSED TO DE-ICING CHEMICALS SHALL OF NOT LESS THAN 3"(1n) R310.1.4-NYSRC OPERATIONAL CONSTRAINTS NOT EXCEED THE PERCENTAGE OF THE TOTAL WEIGHT OF CEMENTITIOUS R905.2.8-NYSRC ICE SHIELD EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE R314.2-NYSRC TREADS&RISERS MATERIALS.MATERIALS USED TO PRODUCE CONCRETE AND TESTING ALL ROOF EAVES SHALL BE PROVIDED WITH ICE SHIELD OPERATIONAL FROM THE INSIDE OF THE ROOMS WITHOUT THE MAXIMUM RISER HEIGHT SHALL BE 8 Y"(1n)(209mm)AND THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN MEMBRANE FROM EDGE TO 24"(in;PAST INSIDE WALL THE USE OF KEYS OR TOOLS THE MINIMUM TREAD DEPTH SHALL BE 9"(in)(229mm) AC1318.IN ADDITION TO THE CEMENTS PERMITTED BY ACI318,CEMENT COMPLYING WITH ASTM C 1157 IS PERMITTED. Project Address: 6073 OREGON ROAD LOT 3 CUTCHOGUE NEW YORK, 11935 Date: 05.03.23 Project No: 22.001 Scale: AS NOTED Drawn By: CAC Dwg. Title: TYPICAL WOOD FRAMING DETAILS Dwg. No.: S - 700 Page: 26 OF 27 Architect: CURTISS A.D. (PER NEW YORK STATE RESIDENTIAL CODE 2020) James Curtiss, R.A. SIMPSON CS20 CONNECTOR 1527 Franklin Avenue - Ste. 306 COMMON NAILS OR (2) H2A @ ROOF OR (2) H2A ® ROOF JOINT DESCRIPTION NUMBER OF NAIL SPACING SIMPSON CS20 CONNECTOR Mineola, N.Y. 11501 R O O E F R A M I N G SIMPSON CS20 STRAP 718.702.7354 2" x 4" CRIPPLE ® 16" O.C. WRAPPED jcurtissarch@gmail.com 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO 3-8d TOE NAIL STUDS ® 16" O.C. AROUND DOUBLE 2x6 www.curtissad.com TOP PLATE SILL PLATE Owner: 2. CEILING JOIST TO TOP PLATE 3-8d PER JOIST, TOE NAI SIMPSON CS16 CONNECTOR (7) 8d NAILS NF REALTY GROUP LLC 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS3-16d FACE NAIL 3" x 3" x Y4" c/o Thomas Juul-Hansen, LLC OVER PARTITIONS [SEE SECTIONS R802.3.1 R802.3.2 AND DOUBLE TOP PLATE WASHER & NUT o 15 Maiden Lane, 19th Floor TABLE R802.5.1(9)] (4) 10d NAILS I New York, N.Y. 10038 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER PER TABLE FACE NAIL 2X4 FASTENED W/ 212.929.7109 (HEEL JOINT) [SEE SECTIONS R802.3.1 R802.3.2 AND R802.5.1(9) 4,-0„ X-CF ®16" O.C. TABLE R802.5.1(9)] SIMPSON CS20 CONNECTOR MAX. 01 4'-0" TO 12'-0" 5. COLLAR TIE TO RAFTER 3-1od FACE NAIL EACH RAFTER 6. RAFTER OR ROOF TRUSS TO PLATE 3-10d 2 TOE NAILS ON ONE SIDE AND 1 TOE NAIL SIMPSON CS20 CONNECTOR Consultants: ON OPPOSITE SIDE OF WRAPPED AROUND BOTTOM EACH RAFTER/TRUSS PLATE SIMPSON CS16 CONNECTOR Structural Engineer: WRAPPED AROUND BOTTOM PLATE 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS; ORReilly Tarantino ROOF RAFTER TO 2-INCH RIDGE BEAM 3-10c1 TOE NAIL /8 5 " " 100 Park Blvd. 7 -A � ANCHOR BOLT ® 36 O.C. (EMBED 24" MIN.) #209 2-16c1 END NAIL Massapequa Park, New York, 11762 W A L L F R A M I N G SEE PLAN phone 631.724.7888 NO SPECIAL UPLIFT CONNECTORS 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 16d 24" O.C. FACE NAIL REQUIRED IN THIS AREA 9. STUD TO STUD AND ABUTTING STUDS AT INTERESTING 16d 16" O.C. FACE NAIL 2 WALL TO FOUNDATION ATTACHMENT DETAIL WALL CORNERS (AT BRACED WALL PANELS) S-501 SCALE: N.T.S. 10. BUILT-UP HEADER (2" TO 2" HEADER WITH Y2" SPACER) 16d 16" O.C. EACH EDGE FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d TOE NAIL ri__"�HEADER TIE-DOWN DETAIL 12. TOP PLATE TO TOP PLATE 16d 16" O.C. FACE NAIL S-501 SCALE: N.T.S. FACE NAIL DN EACH SIDE OF END JOINTTRIPLE STUD 13. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d (MINIMUM 24" LAP (2) 16d COMMON NAILS SPLICE LENGTH EACH ® 6 O.C. FOR FULL SIDE OF END JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR (7) 8d NAILS HEIGHT OF STUD 16d 16" O.C. FACE NAIL (20) SDS Y4"O x 2Y2" BLOCKING (NOT AT BRACED WALL PANELS) _ of SCREWS 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 2-16d (2) EACH 16" O.C. HDU8-SDS2.5 HOLDOWN BLOCKING (AT BRACED WALL PANELS) FACE NAIL 16. TOP OR BOTTOM PLATE TO STUD 4-8d TOE NAIL 5/s" 0 ANCHOR BOLT 2-16d END NAIL (EMBED 24" MIN) 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d FACE NAIL SIMPSON CS20 STRAP 18. 1" BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL @ 16" O.C. 19. 1"x6" SHEATHING TO EACH BEARING 2-8d FACE NAIL 20. 1"X8" AND WIDER SHEATHING TO EACH BEARING 3-8d FACE NAIL F L O O R F R A M I N G (7) 8d NAILS - 0 21. JOIST TO SILL, TOP PLATE OR GIRDER 3-8d TOE NAIL 22. RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP 8d 6" O.C. TOE NAIL PLATE OR OTHER FRAMING BELOW 23. 1"X6" SUBFLOOR OR LESS TO EACH JOIST 2-8d FACE NAIL 24. 2" SUBFLOOR TO JOIST OR GRIDER 2-16d BLIND AND FACE NAIL - 25. 2" PLANKS (PLANK AND BEAM -FLOOR AND ROOF) 2-16d EACH BEARING, _ FACE NAIL _ 26. BAND OR RIM JOIST TO JOIST 3-16d END NAIL SIMPSON JOIST HANGER TABLE NAIL EACH LAYER AS Seal: FOLLOWS: 32" O.C. god 3 LOAD PATH FLOOR FRAMING DIAGRAM JOIST TYPE TOP FLANGE HANGER FACE MOUNT HANGER REMARKS AT TOP AND BOTTOM S-501 SCALE: N.T.S. 2x6 LB26 LUS26 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS AND STAGGERED 4 FIRST FLOOR SHEAR WALL HOLD DOWN DBL. 2x6 HU26TF LUS26-2 2-20d FACE NAIL AT ENDS S-501 SCALE: N.T.S. TRIPLE. 2x6 SEE REMARKS LUS26-3 USE SIMPSON W SERIES HANGER. CONTRACTOR TO PROVIDE DIMS TO SUPPLIER. AND AT EACH SPLICE 2x6 RAFTER - LRU26Z OFE� ,T k 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d AT EACH JOIST OR '� RAFTER, FACE NAIL 2X8 LB28 LUS28 28 HU28-2TF LUS28 2x - 29. BRIDGING TO JOIST 2-10d EACH END, TOE NAIL DBL. TRIPLE. 2x8 SEE REMARKS LUS28-3 USE SIMPSON W SERIES HANGER. CONTRACTOR TO PROVIDE DIMS TO SUPPLIER. w EDGES IN-ERMEDIAT n 3 (INCH.) suPPORTs 2x8 RAFTER - LRU28Z 2x10 HU21OTF LUS210 o °8 30. 19 Y2 6d (SUBFLOOR, WALL), 8d (ROOF) DBL. 2x10 HU210-2TF HHUS210-2 Ro -Ss�o 6 12 TRIPLE STUD 31. /32"- 1" 8d 6 12 TRIPLE. 2x10 HU210-3TF HHUS210-3 32. 1Y8"- 1Y4" 10d 6 12 (14) SDS Y4"O x 2Y2» • scREws 2x 10 RAFTER - LRU21 OZ OTH ER EXTERIOR WALL SHEATHING HDU5-SDS2.5 2X12 HU212TF HU212 33. Y2" STRUCTURAL CELLULOSIC 1Y" GALVANIZED ROOFING NAIL 3 6 HOLDOWN ! • • DBL. 2x12 HU212-2TF HU212-2 FIBERBOARD SHEATHING TRIPLE. 2x12 HU212-3TF HU212-3 34. 25/32" STRUCTURAL CELLULOSIC 13/4" GALVANIZED ROOFING NAIL 3 6 1 (2) 16d COMMON NAILS 2x12 RAFTER - LRU212Z FIBERBOARD SHEATHING • • ® 6" O.C. FOR FULL1 7 1 4 LVL LBV1 .81 7.25 HU7 35. Y2" GYPSUM SHEATHING 1Y2" GALVANIZED ROOFING NAIL 7 7 HEIGHT OF STUD / 2 7 1 /4 LVL LBV3.56/7.25 HUS48 36. Y2" GYPSUM SHEATHING 13/4" GALVANIZED ROOFING NAIL 7 73 7 1 /4 LVL WPU5.50 7.25 HGU5.50 8 No. Date Submission / Revisions WOOD STRUCTURAL PANELS, COMBINATION -- %"0 THRU-BOLT 7 1 /4 RAFTER - LRU28Z 5.03.23 FILE FOR BUILDING PERMIT SUBFLOOR UNDERLAYMENT TO FRAMING 1 9 1 /4 LVL LBV1 .81 9.25 HU9 2 9 1 /4 LVL LBV3.56/9.25 HUS410 37. 3/4" AND LESS 8d 6 12 3 9 1 /4 LVL HB5.50 9.25 HHUS5.50 10 38. %"- 1" $d 6 12 4 9 174-LVL HB7.12 9.25 HU410-2 9 1 4 RAFTER - LRU21 OZ 39. 1Y8"-1Y4" 10d 6 12 1 9 1 2 LVL LBV1 .81 9.5 HU9 *SEE TABLE R602.3(1) IN IRC FOR ALTERNATE FASTENING REQUIREMENTS. 2 9 T72 LVL LBV3.56 9.5 HUS410 HDU5-SDS2.5 3 9 1 2 LVL HB5.50 9.5 HHUS5.50 10 fZI=-0U I FF.. E!N7e FOR OOL7 STFF,UG7UR146kJ.._ HOLDOWN 4 9 1 2 LVL HB7.12 9.5 HU410-2 9 1 /2 RAFTER - LRU21 OZ 1 11 1 4 LVL LBV1 .81 1 1 .25 HU14 (PER INTERNATIONAL RESIDENTIAL CODE 2015) 2 11 1 /4 LVL LBV3.56 11 .25 HHUS410 ULTIMATE DESIGN 3 11 1 /4 LVL HB5.50/11 .25 HHUS5.50 10 MINIMUM COMMON NAIL. MINIMUM WOOD MINIMUM MAXIMUM PANEL NAIL WIND SPEED (mph) 4 11 1 /4 LVL H B7.12 1 1 .25 H H US7.25 10 STRUCTURAL NOMINAL PANEL WALL STUD SPACING 11 1 /4 RAFTER - LRU212Z PANEL SPAN THICKNESS(in) SPACING(in) WIND EXPOSURE SIZE PENETRATION(in) RATING EDGES FIELD CATEGORY 5 SECOND FLOOR SHEAR WALL HOLD DOWN 1 11 7 8 LVL LBV1 .81 11 .88 H U 14 Project Address: ("O.C.) ("O.C.) B C D S-501 SCALE: N.T.S. 2 11 7/8 LVL LBV3.56 1 1 .88 HHUS410 6d 1.5 24/0 3/8 16 6 12 140 115 110 NOTES: 3 11 T7-8 LVL HB5.50 11 .88 HHUS5.50 10 6073 OREGON ROAD 16 6 12 170 140 135 1. HOLD DOWNS ARE LOCATED AT EVERY CORNER WITHOUT STL. COLUMNS. 8d 1.75 24/16 t6 2. AT CANTILEVERED CORNERS HOLD DOWNS SHALL BE BROUGHT THROUGH 4 11 7/8 LVL HB7.12 1 1 .88 HHUS7.25 10 24 6 1 12 140 115 110 FLOOR FRAMING AND FASTENED TO THE UNDERSIDE WITH A NUT. 11 7/8 RAFTER - LRU212Z LOT 3 10d** 1.5 24/0 3/8 16 6 12 140 115 110 (1 14 LVL LBV 1 .81 14 H U 14 **FASTENERS FOR ZIP SYSTEM. (2 14 LVL LBV3.56 14 HUS412 CUTCHOGUE 3 14 LVL HB5.50 14 HHUS5.50 10 (4) 14 LVL HB7.12 14 HHUS7.25 10 NEW YORK, 11935 1 16 LVL LBV1 .81 /16 MIU 1 .81 /16 _T271 6 LVL LBV3.56 16 HU416 Date: 05.03.23 3 16 LVL HB5.50 16 HHUS5.50 10 Project No: 22.001 4 16 LVL HB7.12/16 HHUS7.25 10 Scale: AS NOTED 1 9 1 /4 1-JOIST LBV3.56 9.25 IUS3.56 9.5 Drawn By: CAC 2 9 1 /4 1-JOIST HB7.12 9.25 HU410-2 1 9 1 2 1-JOIST LBV3.56 9.5 IUS3.56 9.5 Dwg. Title: 2 9 1 /2 1-JOIST HB7. 12 9.5 HU410-2 1 ) 11 1 4 I-JOIST LBV3.56 11 .25 MIU3.56 11 TYPICAL WOOD 2 11 1 4 I-JOIST HB7.12 11 .25 HU412-2 1 11 7/8 l-JOIST LBV3.56 1 1 .88 MIU3.56 1 1 FRAMING DETAILS 11 2 TT-778-1-JOIST HB7.12 11 .88 HU412-2 1 14 I-JOIST LBV3.56 14 MIU3.56 14 2 14 I-JOIST LBV7.12 14 HU414-2 Dwg. No.: 1 16 I-JOIST LBV3.56 16 MIU3.56 16 2 16 I-JOIST LBV7.12 16 HHUS7.25 10 NOTES: S - 701 1 . CONTRACTOR SHALL COORDINATE HANGER MATRIX ABOVE WITH FRAMING PLANS. 2. CONTRACTOR SHALL FOLLOW SIMPSON REQUIREMENTS FOR REQ'D NUMBER AND SIZE OF NAILES, DEPTH OF TOP PLATES (FOR TOP FLANGE HANGERS) AND ANY OTHER REQUIREMENTS. 3. CONTRACTOR SHALL NOT SUBSTITUTE ANY HANGER WITHOUT PRIOR AUTHORIZATION FROM ENGINEER. IF A CONTRACTOR-SELECTED HANGER IS FOUND TO BE INFERIOR TO THOSE SPECIFIED, CONTRACTOR SHALL REMOVE AND REPLACE AT THEIR OWN COST. Page: 27 OF 27