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HomeMy WebLinkAbout49105-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE w" SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49105 Date: 4/10/2023 Permission is hereby granted to: Chrome Waves LLC 5 Harrison St FI 5 New York, NY 10013 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 850 Bay Home Rd, Southold SCTM #473889 Sec/Block/Lot# 56.-5-1.4 Pursuant to application dated 2/21/2023 and approved by the Building Inspector. To expire on 10/9/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,279.20 CO-ADDITION TO DWELLING $50.00 Total: $3,329.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 littps:Y/www,soutlioldtownny.gov Date Received APPLICA nON R B111DllpP r For Office Use Only PERMIT N0, Building Inspector;. I I FEB 2 1 AM Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an idLi�iiLNII�iI�� t�P I: PP P PP FS'17l tD Owner's Authorization form(Page 2)shall be completed. Date:021423 OWNER(S)OF PROPERTY: Name:Chrome Waves, LLC SCTM#1000-56-05-1.4 Project Address:850 Bay Home Road Phone#:9175098825 Email: johnny@donadic.com Mailing Address: 5 Harrison Street, 5th Floor New York, NY 10013 CONTACT PERSON: Name:Johnny Donadic Mailing Address: 5 Harrison Street, 5th Floor New York, NY 10013 Phone#:917.509.8825 Email: johnny@donadic.com DESIGN PROFESSIONAL INFORMATION: Name:James Curtiss - CURTISS A.D. Mailing Address:1527 Franklin Avenue, Mineola, N.Y. 11501 - Suite 306 Phone#:718.702.7354 Email:jcurtissarch@gmail.com CONTRACTOR INFORMATION: Name: Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure MAddition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $750,000.00 Will the lot be re-graded? WYes ❑No Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Residential intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ii Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na John,y D nad`c El Authorized Agent BOwner Signature of Applicant: / Date: r='eb. �� I rL02*J STATE OF NEW YORK) SS: COUNTY OF New York ) Johnny Donadic being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0 4 (Contractor,Agent,Corp ate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said wor d file this application;that all statements contained in this application are true to the best of -ejfiVd that the work will be performed in the manner set forth in the application file therewith No,OIZY62 a 5 uslified in Queenas County Commission Expires tAay 11,2o25 Sworn before me this day of -reb 20 Notary ubli PlIGIPH�'RIII"'Y OWNER "'II�IHOKII : TIII V (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 _.................. YDROACTION AN500 — 550gpd uj - ACHING — 6 BEDROOMS 2' Dee Q Leaching Galles 8 galleys + 4 expansion Galleys w Z Galleys in 3 rows of 4 each F_ KLu W 0 (D 2: = z Lr) Uwo 0') _j CN < Z co C/) co THERE ARE NO WELLS WITHIN 150' OF THE LL CO (D (0 PROPERTY 0 W X u- 0 o THERE ARE NO SURFACE WATERS WITHIN 300' OF CL 0�0- THE PROPERTY W rc U) 0 DONADIC 850 BAY HOME ROAD ' *— O LEACHING FIELDS SOUTHOLD, NY - TLI SCTM#: 1000-56-05-1 .4 PROVIDE SPEED LEVELER ON EACH OUTLET AREA FOR HEALTH DEPARTMENT APPROVAL STAMP DETAIL ............ FcR A . S. 1)KYE 12/12/22 No, R-22-1555 c OF .............. DRAWN BY: JF JP OCTOBER 28, 2022 SCALE: AS NOTED SHEET NO; BACKFILL MATERIAL TO 9E CLEAN SAND & GRAVEL HYDROAQTION AN500 LEACHIN�, GALLEY `- ANI1A- HYv I � F�-` C) I I [ I ..... ....................... N.11e11—]—. S—,- Main Road (66') (Route 25) VACANT LAND NIF OF DEKKA LLC IV52-44'00"E 92,00 x7.9' x7.7' C\2 CURB cuan 8.7' x X8.8, PROPOSED GARAGE X8.9, X8.9, PROPOSED WATER SERVICE w—w w w w—1w—w w AR LINE VENT ELECTRICAL IES!HOLE LINE CONNECTION 5BEDROOM IN CONDUIT CONCRETE X9.1' PROPOSED PAD AND FOR AIR UMP 1-STORY CONTROLS FRAME DWELLING 0 1: - - - - - - - t0- CLEAN-` AN500 X1 0.6, x1O.4' EXISTING C.P. TO X1 1.2' x.0.9' /—BE REMOVED (C-P- fl0l' WIN EXISTING DWELLING co x11,7' x10.6' X10.8, x10.8' m X11.5 iii i� .�k EXISTING WELL IN m 0 BASEMENT TO BE REMOVED fi C�l S, E MEND..* 11.3' X21.2' 4'WIRE FENCE MON. NDDy 41S S52*44'00"W 3.4'S 0 F 192.00 LAND NIF OF ERIC VON AMMON BAIZ SS'eTmr JECT: Architect: PRO CURTISS A.D. In NE A alk "OER KIM mi'm I James Curtiss, R.A. % E a RESIDEIN riDDITI N U WM A L 1527 Franklin Avenue - Ste. 306 Mineola, N.Y. 11501 NNIM J100%, 0 0 0 M No M wwnft % Iff A AIrk A 9 a M IN ff IN F 0 N Z 718.702.7354 yk.ff IL jcurtissarch@gmail.com Aft 5 rbw& A'wyp r' in DI LLJ ) Noy 0 1 71 www.curtissad.com p P, ® Su 0 tw% WE- A Aft, Aftk AMA AN& Owner: Johnny Donadic n Buff of 11 b 0 N 0 or omm I 1V1#- - 1 ULU6U0-%) 05ml o N37°1600"W 850 Bay Home Road DRAWING LIST: 209.00 Southold, N.Y. 11971 Al Consultants: C1. TITLE SHEET-SITE PLAN A-001.01 2. PROJECT NOTES, RISERS, & LEGENDS A-002.00 C=) 3. GENERAL NOTES &CONDITIONS A-003,00 C) C=) C4. SCHEDULES &TABLES- ENERGY CODE A-004,01 C-� 0') N GENERAL PROJECT DETAILS A-005.00 0-) 6. FOUNDATION PLAN A-100.01 Al7. GROUND FLOOR PLAN A-101.01 6, 8 8 ROOF PLAN A-102,01 9. . FRONT& REAR ELEVATIONS A-200.01 10 10, NORTH ELEVATIONS &SECTION A-201.01 C) 11. SOUTH ELEVATIONS & SECTIONS A-202.01 C:) C:) C-0 CO -1 C-0 12. BUILDING SECTIONS A-300,00 UJ QD 13. DETAIL SECTIONS A-400,00 -J M W LU U) 14. DETAIL SECTIONS A-401.00 < 0 =) S-101.01 i�: 0 0 0 0 LU THIS PROJECT HAS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL. < C/) PERMIT REF#R-22-1555 0 W 0 SEE SANITARY SITE PLAN PREPARED BY JOSEPH FISCHETTI, PE o W 0 0 ZONING INFORMATION & APPROVALS SITE PLAN BASED ON SURVEY BY: DECK NOT TO ENCROACH MICHAEL K.WICKS,LAND SURVEYING REAR YARD SETBACK DATED: 12.29.2021 Al + 8.5' *280-124 Nonconforming lots C/) 850 BAY HOME ROAD X SOUTHOL ,N.Y. 1935 - TAX MAP#D1000-56-105-1,4 W + 10.0' +-9.0' + 8"5 + LOT COVERAGE(SF): ALLOWED EXISTING PROPOSED TOTAL - - - - - - - - - - -- - - - - - - I - + ZONE: R-80* 40,128 SF 40,128 SF %JA PROPOSED 61-61 LOT SIZE 0.921 ac 0.921 ac + 13.4' LOT COVERAGE: 20% (8,025.6) EXISTING: 1. DWELLING 716.0 716.0 DECK PROPOSED: I I i + 11.0' F.D.E.: + 13.4' 2. DWELLING 4,394.2 4,3�J,4.2 3. REAR DECK 2,464,8 2,464.8 4. FRONT ENTRY 51.0 51.0 Ai 5. FRONT WALKWAY 155.0 155.0 TOTAL 716.0 7,065.0 7,781.0<8,025.6 I ` -' 19.4%<20% EXISTING GARAGE 4PMnon rr' I SRETTBACKS -7� PROPOSED Seal: ALLOWED EXISTING ALLOWABLE ONT 501-01, 50-54TO BE REMOVED 201-011 REAR 50.41 1 66--1" MIN.SIDE YARD. 20'-0" L (AGG.20'-0") _J HEIGHT ALLOWED EXISTING PROPOSED ....... ..... 35'-0" 25'-9" DECK F,D.E.: + 13.4' + 11.7' 17 PROPOSED_.4 11-811 - _, _ i �,��©gyp, -r-���,Cid zh 23.4 �. \, ,\ •� .,_ ,, .�, ,`\ � EXIST. FRAME 3.1 \\3. 2,464.8 SF RESIDENCE - + 13.4' DRIVEWAY M \ �` `'` \ :� ��\ i I #850 r77= EXIST. F.F.E.: 13.4' 3,1 No. Date Submission Revisions 2.14.23 D.O.B. FILE SET 0 + 13.4' PROPOSED 1 3.29.23 GENERAL REVISIONS EXISTING ge le o.0 5J11 x11.0' x11.0' 2: 4,394.2 SF 5.8 2.3 N + 11.5' + 13.4' .......... DRIVEWAY ... ... ....... EXISTING FRONT COVERED WALKWAY 5: 155.0 SF STEP TO BE REMOVED -ICN 1 4- 51 0 -84 L0 0 LO C:) W r") (D >- UJ U) W z: C:) 0 0 C/) 0 < < 0- W- 0 0- LO U) (D W 0 U) X Q z CL Project Address: W 0 W C:) C:) 21 LOT COVERAGE ANALYSIS DRIVEWAY 850 BAY HOME ROAD SCALE: N.T.S. 0 C\J LO SOUTHOLD, N .Y. 11971 Z PROPOSED ADDITION IS ONE(1)STORY, -- FIRST FLOOR IS SET AT 13.4'TO MATCH EXISTING HOUSE. (5)+90' (6)+11.0' GRADE PLANE*IS SET AT 1Z06' (7)+13.4' S37° 6'00"E 728.89 *GRADE PLANE AVERAGE*: 1. 13,4' 209.00 Project No: 21.002 2. 11.0' 3. 11.0' Scale: AS NOTED 5. 9.0' Drawn By: 3C 11 Title: 7. 13.4' 8. 13.4' 9. 13.4' 10. 13.4' 11. 13,4' 12, 13.4 (8)+13.4' SITE PLAN TTL=144.8 12 =12,06' (11)+13.4' BAY HOME ROAD (1)+1:xA' (12)+13.4' (10)+13,4' (9)+13.4' Aft SITEP PLAN emu SCALE:N.T.S. AVERAGE GRADE ANALYSIS 31 SCALE: N.T.S. Page: 01 OF 15 Architect: STABILIZE ENTIRE PILE WITH C U RT I S S A.D. VEGETATION OR COVER ABBREVIATIONS LEGEND: D.O.B. GENERAL NOTES James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 ABBREVIATIONS PERTAIN TO ARCHITECTURAL DRAWINGS ONLY.REFER TO CONSULTANTS DRAWINGS FOR THEIR ABBREVIATIONS. �°"� PROPOSED CONSTRUCTION SCOPE OF WORK: NEW RESIDENCE Mineola, N.Y. 11501 2 % PERCENT DW DISHWASHER H.B. HOSE BIB O.C.OR o.c.ON CENTER SUSP. SUSPENDED C DROP ARCH OR CONDITION ABOVE 1. ALL WORK TO CONFORM TO THE LATEST REQUIREMENTS OF THE 2020RESIDENTIAL CODE OF NEW YORK,2017 UNIFORM CODE SUPPLEMENT,AND THE 1 & AND DWG(S) DRAWING(S) HC HOLLOW CORE OCC OCCUPANT SV SHEET VINYL 2020 ECC ENERGY CODE.FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY 718.702.7354 @ AT H.C. HANDICAPPED O.D. OUTSIDE DIAMETER REQUIREMENTS,THE BEST OF TRADE PRACTICES,AND THE REQUIREMENTS OF jcurtissarch@gmail.com # POUND OR NUMBER E EAST HDWD HARDWOOD O/H OR OVHD OVERHEAD T TREAD a °A PROPOSED POURED CONCRETE ANY OTHER AUTHORITY HAVING JURISDICTION, WWW.CUrtISSad.COm EA EACH HDWR HARDWARE OPN'G(S) OPENIN3(S) TBD TO BE DETERMINED FOUNDATION WALL AND FOOTING A.C.T. ACOUSTICAL CEILING TILE EIFS EXTERIOR INSULATION& HM HOLLOW METAL OPP OPPOSITE TEL TELEPHONE GENERAL N OTES Owner: GRADE FINISH SYSTEM (DOORS AND FRAMES) OWSJ OPEN WEB STEEL JOIST TEMP TEMPERATURE OR TEMPORARY ADD'L ADDITIONAL EJ EXPANSION JOINT ALIGN Johnny Donadic DENOTES ALIGNMENT OF 1. SEE GENERAL NOTES ON A-003.00 FOR ADDITIONAL REQUIREMENTS. Y ADJ ADJACENT OR ADJUSTABLE EL ELEVATION HORZ. HORIZONTAL OZ. OUNCE TER TERRAllO INDICATED SURFACES 2. NO WORK TO BEGIN UNTIL A PERMIT IS ISSUED BY THE TOWN OF SOUTHOLD OR ANY 850 Ba INSTALLATION NOTES: AFF ABOVE FINISHED FLOOR ELEC ELECTRIC OR ELECTRICAL HR HOUR PERF. PERFORATED T&G TONGUE&GROOVE OTHER GOVERNING JURISDICTION. y Home Road ALT ALTERATION OR ALTERNATE EMER. EMERGENCY HSS HIGH STRENGTH STEEL PL PLASTER THK THICK 3. INTERIOR DIMENSIONS ON A-101.00 ARE FROM FINISH-TO-FINISH. Southold, N.Y. 11971 AREA CHOSEN FOR STOCKPILING SHALL BE DRY AND STABLE ALUM ALUMINUM ENCL ENCLOSURE HGT HEIGHT PLAM PLASTIC LAMINATE T.O. TOP OF SECTION REFERENCE NUMBER 4. INTERIOR DIMENSIONS ON S-101.00 ARE FROM STUD-TO-STUD MAX.SLOPE SHALL BE 1/2 ANDD. ANODIZE HVAC HEATING,VENTILATION AND PLYWD PLYWOOD TOC TOP OF CONCRETE DRAWING REFERENCE NUMBER 5. WALL TYPES ARE ON A-002.00 UPON COMPLETION OF STOCKPILING EACH PILE SHALL BE EP ELECTRIC PANEL AIR CONDITIONING POL POLISHED TOS TOP OF STEEL 6. REFER TO A-005.00 FOR ALL CONNECTIONS, FASTENERS,AND STRAPPING Consultants: APPROX. APPROXIMATE ELEV ELEVATOR SURROUNDED ARCH ARCHITECTURAL HWH HOT WATER HEATER POLY POLYETHYLENE OR TPO THERMOPLASTIC POLYOLEFIN _J REQUIREMENTS. WITH SILT FENCING OR STRAW BALES,THEN STABILIZED WITH ENG, ENGINEER POLYURETHANE 7. ELECTRICAL INSPECTIONS ARE REQUIRED BY TOWN OF SOUTHOLD ACCEPTED AGENCY. ASTM AMERICAN SOCIETY FOR TYP TYPICAL VERIFY WITH AGENCY TYPE AND SCHEDULE OF INSPECTIONS. VEGETATION OR COVER EPDM ETHYLENE PROPYLENE IN INCH PR POWDER ROOM UL UNDERWRITER'S INDICATES ELEVATION NUMBER TESTING AND MATERIALS DIENE MONOMER A-V AUDIO-VISUAL INCL INCLUDED OR INCLUDING PR. PAIR 7. ALL CONSTRUCTION WORK PERFORMED ON PREMISES ARE TO BE _ (SYNTHETIC RUBBER) LABORATORIES INC. INDICATES SHEET NUMBER PERFORMED BY AN APPROVED CONTRACTOR.GENERAL CONTRACTOR WILL SOIL STOCKPILING USING SILT FENCE DETAIL AVG. AVERAGE EPT EPDXY PAINT INSUL INSULATED OR INSULATION PREFAB PREFABRICATED U.O.N. UNLESS OTHERWISE NOTED BE RESPONSIBLE FOR PERFORMANCE AND COMPLETION OF WORK FOR ALL 6 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 BET. BETWEEN EQUIP. EQUIPMENT JANT. JANITOR PT PAINT VB VAPOR BARRIER I DRAWING REFERENCE NUMBER INSURANCE CERTIFICATES,OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES BLDG BUILDING EST ESTIMATED JT JOINT VCT VINYL COMPOSTION TILE PTD PAINTED U� REQUIRED BY ALL GOVERNING JURISDICTIONS. 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 BLK'G. BLOCKING EXIST EXISTING LAB LABORATORY PVC POLYVINYL CHLORIDE VEST. VESTIBULE PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS BLKD BULKHEAD EXP EXPOSED LAM LAMINATE VIF VERIFY IN FIELD INDICATES NEW DOOR IF THEY WERE INDICATED IN THE DRAWING. BM BEAM EXP.JT. EXPANSION JOINT LAV LAVATORY Q.T. QUARRY TILE VOL VOLUME EXT EXTERIOR 10. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE B.O. BOTTOM OF LB(S) POUND(S) QTY QUALITY VWC VINYL WALL COVERING STIPULATION OF LOCAL AUTHORITIES,BUILDING MANAGEMENT OR BOARD OF LIN LINEAR OR LINEAL B/S BOTH SIDES R RISER DIRECTORS. FA FIRE ALARM LT LIGHT W CLOTHES WASHER OR WEST BREAK MARK 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL BSMT BASEMENT F.A.R. FLOOR AREA RATIO R. RADIUS W/ WITH CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. WIRE OR SNOW FENCING STAPLED TO POSTS, FD FLOOR DRAIN RB RESILIENT BASE EXTENDING INTO TRENCH W/STANDARD STRENGTH FILTER CENTERLINE MAS MASONRY WC WATER CLOSET OR THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND FDN FOUNDATION R.C.P. REFLECTED CEILING PLAN WALLCOVERING BRACING FOR ALL STRUCTURAL REMOVAL TASKS,THE CONTRACTOR SHALL FABRIC WITH FLOW RATE OF 0.3 GAL./S.F./MIN.ATTACHED MAX MAXIMUM RD ROOF DRAIN O INDICATES CAB. CABINET FE FIRE EXIT WD WOOD HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR TO THE FENCE&EXTENDING INTO TRENCH CAP. CAPACITY MECH MECHANICAL A ( ) DURING THE EXECUTION OF THE WORK. RE: REFER TO NEW WINDOW U.O.N. F.E.C. FIRE EXTINGUISHER CABINET MED. MEDIUM WID STACKED WASHER/DRYER 5'-0"LONG STEEL CHANNELS OR CJ CONTROL JOINT FBO FURNISHED BY OTHERS REBAR REINFORCING BAR WDW WINDOW 12. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL 4"x4"WOOD POSTS,2'-0"INTO GROUND, CL CLOSET MEZZ MEZZANINE REC'MD RECOMMENDED Q REVISION TAG DIMENSIONS REQUIRED FOR OTHER TRADES:MECHANICAL,ELECTRICAL, FF FINISH FLOOR MDF MEDIUM DENSITY FIBERBOARD WIC WALK-IN CLOSET 10'-0"O.C. CLG CEILING REF. REFERENCE OR PLUMBING,ETC. FFD FUNNEL FLOOR DRAIN W/0 WITHOUT MFD MANUFACTURED CLK'G CAULKING FH FIRE HYDRANT REFRIGERATOR SMOKE DETECTOR 13. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING,REPAIRING AS WP WATERPROOFING OR SD CLR CLEAR FHC FIRE HOSE CABINET MFG MANUFACTURING REINF REINFORCED OR REINFORCING WALLPAPER REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND CMU CONCRETE MASONRY UNIT MFR MANUFACTURER ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. GRADE FIN. FINISH REP REPRESENTATIVE �/�/R WATER RESISTANT CO CARBON MONOXIDE CO CARBON MONOXIDE FIXT FIXTURE MH MANHOLE REQ'D REQUIRED 14. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT MILL MILLWORK WT. WEIGHT AND SHALL BE PROPERLY CAPPED OR PLUGGED. COL COLUMN FL FLOOR REV REVISION WWF WELDED WIRE FABRIC GFCI� OUTLET W/HEIGHT ABOVE FLOOR 15. ANY/ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY BACKFILL AND COMPACT CONC CONCRETE FLUOR FLUORESCENT MIN MINIMUM RM ROOM +42 PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN EXCAVATED SOIL MISC MISCELLANEOUS WWM WOVEN WIRE MESH ® INSPECTION AND REQUIRED SIGN-OFFS. CONST. CONSTRUCTION F.O. FINISHED OPENING R.O. ROUGH OPENING YR YEAR EXHAUST FAN-SEE M.ELECTRICAL CONT CONTINUOUS MM MILLIMETER 4"x4"TRENCH UPSLOPE FOB FACE OF BRICK M.O. MASONRY OPENING 3068 3'-0"x 6'-8" FOR DOORS cru A 003.00 GUARDS:AS PER R312,1 CP CONTROL PANEL FOIC FURNISHED BY OWNER, S SOUTH ( ) GUARDS(RAILS)SHALL BE PROVIDED FOR THOSE PORTIONS OF ALONG THE LINE OF POSTS CPT CARPET MTL METAL SC SOLID CORE INSTALLED BY CONTRACTOR OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS,RAMPS,AND INSTALLATION NOTES: CT CERAMIC TILE FP FIREPROOFING N NORTH SCHED. SCHEDULE OR SCHEDULED GENERAL USE RECEPTACLE DISTRIBUTION AND COUNTERTOP RECEPTACLES TO LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES MEASURED CTR CENTER FR FIRE RATED OR FIRE RATING 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 EXCAVATE 4"x4"TRENCH ALONG LOWER PERIMETER OF SITE CF CUBIC FEET FT FOOT OR FEET NDL NO DOLLAR LIMIT SD SMOKE DETECTOR N.Y.STATE. 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSTALL A SECTION AT A TIME,AND POSITION THE POSTS AGAINST THE BACK CY CUBIC YARDSTHE (DOWNSTREAM WALL OF THE TRENCH,NET SIDE AWAY FROM DIRECTION OF FLOW) D CLOTHES DRYER FTG FOOTING NIC NUMBER OT B CONTRACT SECT. SECTION REQUIRED DRAWING RECEP ACLEILOCATION.MINIMUM VERIFY WITHREQUIREMENT OWNER ALL ADDITIONAL SATISFY INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. SF SQUARE FOOT/FEET HEIGHT:R312,1.2. DRIVE POST INTO GROUND UNTIL NETTING IS APPROX.2"FROM THE TRENCH BOTTOM FURR FURRING NO OR No. UM ER REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING LAY THE TOE-IN FLAP OF FABRIC INTO THE UNDISTURBED BOTTOM OF THE TRENCH, DEG DENSGLASS GOLD FIREGUARD FUT. FUTURE NOM NOMINAL SHT, SHEET RECEPTACLE LOCATIONS.LOCATIONS CANNOT BE LESS THAN WHAT ARE ON THESE DEG. DEGREE PLANS.. STAIRS,PORCHES,BALCONIES,OR LANDINGS,SHALL NOT BE LESS STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH NTS NOT TO SCALE SIM SIMILAR THAN T-0"(36 INCHES)IN HEIGHT MEASURED VERTICALLY ABOVE THE JOIN SECTIONS AS SHOWN ABOVE. 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 GALV GALVINIZED SPR SPRINKLER SMOKE ALARMS&CO DETECTOR NOTES AS PER SECTION R314-315 OF THE 2020 NOSINGS. DIAG. DIAGONAL GB/GYP. BD GYPSUM BOARD SQ.OR SQUARE RESIDENTIAL CODE OF NEW YORK STATE: SILT FENCE DETAIL DIA.0 DIAMETER ALL SMOKE&CARBON MOXIDE ALARMS TO COMPLY WITH SECTION R314-315 OF THE 2020 EXCEPTIONS: 5 G.C. GENERAL CONTRACTOR S.S. STAINLESS STEEL N.Y.S. RESIDENTIAL BUILDING CODE,LATEST EDITION PROVIDE SMOKE DETECTOR IN 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A SCALE:N.T.S. DIFF DIFFERENCE OR DIFFERENTIAL GFI GROUND FAULT INTERRUPTER ST STONE EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE VICINITY OF THE HEIGHT OF NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM DIM DIMENSION H GL GLASS STD STANDARD BEDROOMS AND IN THE BASEMENT A CARBON MONOXIDE DETECTOR ON ANY STORY A LINE CONNECTING THE NOSINGS. DIMMER(LIGHTING) GP GEORGIA-PACIFIC HAVING A SLEEPING AREA,WITHIN 15 FEET OF THE SLEEPING AREA.ALL DETECTORS TO 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON DN DOWN STL STEEL DR DOOR GYP GYPSUM STOR. STORA3E BE HARDWIRED TOGETHER WITH BATTERY BACKUP THE OPEN SIDE OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT DTL DETAIL G.W.B. GYPSUM WALL BOARD STRUCT STRUCTURAL LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES AS Seal: 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 POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. R312.1.3 OPENING LIMITATIONS: R311.7,2-HEADROOM: THE HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN 6'-8" REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE OF A SPHERE 4"IN DIAMETER. STAIRWAY. EXCEPTIONS: ���f�D fQ R311.7.5.-STAIR TREADS AND RISERS: THE RISER HEIGHT SHALL NOT BE MORE THAN 8 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, ®� �S C r 2 RE-BAR,STEEL PICKETS,OR %",THE TREAD DEPTH SHALL NOT BE LESS THAN 9". FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD, 2"x2"STEEL STAKES 1-1/2"TO 2' IN GROUND R311.7.8.-HANDRAILS: HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34"AND NOT MORE SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. ti ANGLE FIRST STAKE TOWARD PREVIOUSLY WIRE OR NYLON BOUND BALES THAN 38".HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE LAID BALE PLACED ON THE CONTOUR CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4%INCHES IN I DIAMETER. a ' A , 0311 1-" FLOW B"DEPTH INSTALLATION NOTES: BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT WALLS EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" 6%" 7%" EACH BALE SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BAR 8„ �" %a" / /, / e" DRIVEN THROUGH THE BALES,ANGLED TOWARDS PREVIOUSLY SECURED BALE TO ALL BOND i REMOVE BALES WHEN THEY SERVED THEIR USEFULNESS SO NOT TO BLOCK THE SITE'S FINAL DRAINAGE 5� WET SIDE; �� DRY SIDE: 5� No. Date Submission / Revisions _z EXISTING UNDERSIDE OF 2.14.23 D.O.B. FILE SET STRAW BALE EMBEDDING DETAIL HOUSE UNDERSIDE OF UNDERSCEIILNGIDEOF CEILING PROPOSED ADDITION 4 _ CEILING 2-2"x6"WOOD SCALE:N.T.S. 2-2"x6"WOOD 1 2-2"x6"WOOD TOP PLATE TOP PLATE 14"VTR 14"VTR TOP PLATE 1 LAYER%"GYP.BD. I I 1 LAYER 1 LAYER %"G.W.B. %"G.W.B.TYPE'X' EACH SIDE 2"x6"@ 16"O.C. 2"x6"@ 16"O.C. _ _ _ WOOD STUDS I I _ 2"x6 @ 16"O.C. WOOD STUDS MODIFIED BATH BATH#3 FXUNDRY KITCHEN I BATH#1 I BATH#2 BATH#4 WOOD STUDS HORIZONTAL HORIZONTAL _ I HORIZONTAL BRACING/BLOCKING -�- - I - BRACING/BLOCKING BRACING/BLOCKING 2 _ _ T _ 2° *R-21 BATT INSULATION STABILIZE ENTIRE PILE WITH - -T T ( I I I I T - T_ T - VEGETATION OR COVER 2 I I I I I I I I I I i „I I I I I I I I I 1 1%"i 2" 1%" 1%"I 2"I 1%.. 1y2" 2"I 1%" 1%'I 2 1%" 1%" I 1%" 12" I1%z" 1%" 1%" I2" I1%" 1 LAYER o I I I I I I I I 11 I I $"G.W.B. STONE WALL TILE ON i I I I /a"THINSET MORTAR EACH SIDE 1 LAYER GROUND FLOOR 6-MIL POLY WATERPROOFING %"G.W.B.TYPE'X' - - - - - - - 2"x6"@ 16"O.C. MEMBRANE 2" 1�2" 1%" 1%" 2 1%" 1%" 1'/z" 1/" 1�" 3" WOOD STUDS R Y„DU 2"x6"@ 16"O.C. Project Address 3" 2" 3" z z I 2" 3" z 1y2" 3" 2" 2" 1 LAYE z ROCK oje I I I WATER RESISTANT WOOD STUDS C.O. I C'0 CEMENT BOARD R 21 BATT INSULATION* 3 3 2x6"@1 C.O. 3 I 6"O.C. (SEE NOTE BELOW) WOOD STUDS L- 850 BAY HOME ROAD �3 F A E Y 2„x6"WOOD 2"x6"WOOD 1 LAYER 8"GYP.BD. I C SLE PLATE 0 1 ALL POTABLE WATER LINES TO % 0. TE 2"x6"WOOD PLUMBING RISER NOTES SOUTHOLD, N .Y. 11971 BE 4'TYPE'L COPPER. 4' SOLE PLA TO APPROVED SANITARY SYSTEM FINISH 2. ALL WASTE&VENT PIPING(ABOVE GRADE)TO BE HOUSE TRAP SEE SANITARY SITE PLAN PREPARED BY FINISH SOLE PLATE FLOOR FLOOR FINISH SCHED.40 P.V.C.MIN. BELOW GRADE TO BE E.H.C.I. JOSEPH FISCHETTI,PE AND ALL PIPING BELOW GRADE TO BE CAST IRON APPROVED BY S.C.D.H.S.REF#R-22-1555 FLOOR 3. VERIFY W/OWNER WATER SUPPLY FOR NEW REFRIGERATOR 4. VERIFY W/OWNER INSTALLATION OF POT FILLER AT STOVE LEGEND O AS DRAWN O AS DRAWN OAS DRAWN Date: 2.14.23 *NOTE: Project No: 21.002 STRAW BALES OR PLUMBING CONTRACTOR TO BECOME FAMILIAR WITH ALL SINK BATHROOM(WET)SIDE: MECHANICAL ROOM SIDE: Scale: AS NOTED SILT FENCE PLUMBING REGULATIONS IN THE TOWN OF SOUTHOLD �a -PROVIDE ONE(1)LAYER %"WATER-RESISTANT G.W.B. e , PRIOR TO ANY PLUMBING WORK. PROVIDE ONE(1)LAYER/"TYPE X FIRE-RESISTANT G.W.B. TOILET X'1 BATHROOM(WET)SIDE: Drawn By: JC BATHROOM(WET)SIDE: -PROVIDE ONE(1)LAYER e"WATER-RESISTANT G.W.B. Dwg. Title: SHOWER b -PROVIDE ONE(1)LAYER %"WATER-RESISTANT G.W.B. 3 SOIL STOCKPILING DETAIL 2 PLUMBING RISER BOTH SIDES MECHANICAL ROOM SIDE: SCALE:N.T.S. SCALE:N.T.S. BATHTUB NOTES: '2 PROVIDE ONE WE(T)S DEER%"TYPE'X'FIRE-RESISTANT G.W.B. PROJECT NOTES, C.O. CLEANOUT 0 o e 1. ALL WOOD IN CONTACT WITH CONCRETE TO BE WALL TYPE RISERS & LEGEND S PRESSURE TREATED. 2 2. PROVIDE BLOCKING AND PLYWOOD BRACING AS WASHING MACHINE REQUIRED FOR SINK,MEDICINE CABINET,AND VANITY. *R-21 BATT INSULATION IN WALLS SEPARATING THE GARAGE, 3. ALL WALLS IN BEDROOM SECTION OF HOUSE TO HAVE R-21 BATT INSULATION FOR SOUND ATTENUATION. AND GARAGE STORAGE ROOM 4. VERIFY WITH OWNER OPTIONAL BATT INSULATION IN ALL Dwg. No.: OTHER WALLS FOR SOUND ATTENUATION. WALL TYPES SCALE: N.T.S. ■ Page: 02 OF 15 - - - - - - __ Architect: B.GENERAL NOTES AND CONDITIONS: CURTISS A.D. James Curtiss, R.A. 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 (CONTINUED FROM A-001.00) 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 1527 Franklin Avenue- Ste. 306 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 Mineola, N.Y. 11501 1. OWNER SHALL SELECT ALL: 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. 1.1. INTERIOR FINISHES TO A SUBGRADE OF 8"BELOW SIDEWALK PAVING. PROVIDE REGLET OF TIE INTO BASE COURSE FLASHING 19. MOISTURE RESISTANT GYP.BD.TO BE USED IN AREAS SUBJECT TO MOISTURE OR IN DIRECT 4. ALL INSULATION SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE 718.702.7354 1.2. FLOCRING CONTACT WITH CONCRETE. OF THE INSULATION. INSULATION SHALL BE INSTALLED IN SUCH A MANOR THAT PROVIDES20. TILED WALL AREAS IN TO HAVE CEMENT BACKERBOARD. ssarcCurtlh@g mail.com 1.3. INTERIOR WALL TREATMENTS 10. BACKFILLING OVER UTILITIES RUNNING OVER PAVING AREAS SHALL BE OF GRITS.REMAINDER OF SITE 16.CONCRETE FINISHES WILL BE AS FOLLOWS: FLOORS-SMOOTH STEEL TROWEL FINISHES;WOOD FLOAT AT 21. TILE AS SELECTED BY OWNER ON FULL MORTAR BED WITH 2x2-16/16 GUAGE WWM ON CLEAVAGE CONTINUITY OF INSULATION AT PLATE LINES,SILL LINES,AND CORNERS. WWW,CUrtISSad.COm 1.4. APPLIANCES SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDING. CRAWL SPACES.WALLS OF EXPOSED CONCRETE SHALL HAVE NAP TIE HOLES FILLED.PROVIDE 1"LEVEL 1.5. EQUIPMENT CONCRETE SLAB AT CRAWL SPACES 22. ALL 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., Owner: 1.6. PLUMBING FIXTURES 11. BRING GRADE TO WITHIN FOUR INCHES OF THE REQUIRED FINISH GRADE. SPREAD TOPSOIL TO PROVIDE ( ) SHALL BE REVIEWED BY OWNER. 1.7. LIGHTING FIXTURES 17.STEP FOOTINGS WHERE ELEVATION CHANGE, 1 VERTICAL TO 2 HORIZONTAL. AND A WATER ABSORPTION OF<0.5%. 12. FINISH GRADE AS REQUIRED.DISPOSE OF ALL SURPLUS EXCAVATED MATERIALS;PROVIDE ALL FILL AND 6. PROVIDE FLASHING AROUND ALL CONNECTIONS,VALLEYS,HIPS,CORNERS,AND RIDGES,TYP. Johnny Donadic 2. ARCHITECT: TOPSOIL TO PROVIDE FINAL GRADING AS INDICATED IN THE DRAWINGS. E.WOOD FRAMING 850 Bay Home Road 2.1. LIMITS HIS RESPONSIBILITY IN REGARDS TO THESE DRAWINGS TO THE EXTENT OF THE WORK 13. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN JOISTS HANGERS, FRAMING ANCHORS&RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIM REFER TO CHAPTER 23 OF THE BUILDING CODE OF NEW YORK STATE FOR ALL CODE RELATED ISSUES INCLUDING SHEAR WALLS. 16. CONNECTIONS(SEE STRUCTURAL NOTES): 7. INSTALL ICE DAM PROTECTION 3'-0"FROM EDGE OF ROOF,AS REQUIRED. Southold, N.Y. 11971 AS SHOWN AND SPECIFIED. IT SHALL BE UNDERSTOOD THAT THE SCOPE OF THESE DRAWINGS POINTS WHERE ELEVATIONS ARE GIVEN,ABRUPT CHANGES IN SLOPES SHALL BE WELL-ROUNDED.PITCH GALVANIZED STEEL MANUFACTURED BY SIMPSON,TECO OR APPROVED EQUAL. SPECIAL NAILS AS K.ENERGY NOTES INCLUDE ONLY ARCHITECTURAL INFORMATION AND THAT NO FURTHER LIABILITY WILL BE 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, Consultants: ASSUMED BY THE ARCHITECT BEYOND THESE SIGNED AND SEALED DRAWINGS. 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 2.2. ARCHITECT SHALL NOT BE "INSPECTING"THE WORK.THE OWNER WILL HOLD HARMLESS, 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. APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. INDEMNIFY,AND DEFEND THE ARCHITECT FROM ANY CLAIM OR SUIT WHATSOEVER, JOISTS SHALL BE ANCHORED TO CONCRETE WALLS NO LESS THAN EVERY 4 FEET USING THE ABOVE 2. DOORS,FRONT,SIDE, INSIDE TO GARAGE,U-.40.DOOR INFILTRATION SHALL NOT EXCEED 1.0 CFM PER INCLUDING, BUT NOT LIMITED TO,ALL PAYMENTS; EXPENSES OR COSTS INVOLVED,ARISING 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 b"DIAt�l. MENTIONED METAL ANCHORS. LINEAR FOOT OF CRACK WHEN TESTED AT IMPACT PRESSURE OF 25 MPH WIND. FROM THE CONTRACTOR'S PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S WORK TO 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, U-.32.WINDOW INFILTRATION SHALL NOT EXCEED 1.0 CONFORM TO THE DESIGN INTENT AND THE CONTRACT DOCUMENTS. 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. 2.3. SHALL NOT HAVE CONTROL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 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, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS AND TIME USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING THE WALLS.BRACE TWO ANCHOR BOLTS. FOR POCKET BEAMS PROVIDE'"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, PROGRAMS IN CONNECTION WITH THE WORK IN ACCORDANCE WITH THE CONTRACT 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 DOCUMENTS, CONSTRUCTION IS IN PLACE,PROVIDE TEMPORARY BRACING. 4. ALL WOOD POSTS 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 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 3. GENERAL CONTRACTOR SHALL: 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. . PROVIDE A MINIMUM OF 95%OF THE MAX. DRY DENSITY(ASTM D1557).FILL MATERIAL SHALL QUALIFY AS PROVIDED. WHERE THE MEMBERS ARE NOTCHED,THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. 3.1. OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS, INSPECTIONS,CERTIFICATES,TESTS, 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 AND SURVEYS. 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 3.6. IS REQUIRED TO PROVIDE THE OWNER WITH ALL REQUIRED LICENSES, INSURANCE 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% CERTIFICATES,AND INSURANCE COVERAGES. 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. 3.7. VERFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND 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 NOTFY THE ARCHITECT OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH 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 THE'NORK. C.CONCRETE NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. SECTION 403.10 OF THE STATE ENERGY CODE. 3.8. NOTFY THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS IF ANY QUESTIONS ARISE 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI-318 REINFORCED CONCRETE BUILDING 7. PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS. REFER TO A-206.00 FOR ALL REQUIRED CONNECTIONS, 9. REFER TO DETAIL DRAWINGS FOR THERMAL TRANSMITTANCE OF WALLS CEILINGS ROOFS AND BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS. CODE,LATEST EDITION AND TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE OR LOCAL FASTENERS,AND STRAPPING REQ.'S. 19.ENGINEERED LUMBER:(REFER TO R502.8 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK) 3.9. VERFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN ALL NOTCHES,HOLES,ETC.IN ENGINEERED LUMBER SHALL BE IN STRICT COMPLIANCE WITH FLOORS. DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL CODES,WHICHEVER GOVERNS. 8. ALL ENGINEERED LUMBER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE W/MANUFACTURER'S MANUFACTURER'S GUIDELINES. RECOMMENDATIONS AND SPECIFICATIONS,FOLLOW RECOMMENDATIONS FOR BEARING,FASTENING,AND 10. EFFICIENCY OF HEATING EQUIPMENT SHALL NOT BE LESS THAN 75%. WORK. 2. ALL CONCRETE WORK FOR FOUNDATION AND FLOOR SLABS IS TO BE 1:2:4(PORTLAND CEMENT,SAND, 3.10. REPORT TO ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE 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: 11. E.E.R.FOR AIR CONDITIONING EQUIPMENT SHALL NOT BE LESS THAN 6.8. WITF OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF 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 THE NEW WORK. PRACTICES,PROCEDURES AND DETAILS, INCLUDING ACCESSORIES. FULL DEPTH OF THE FLOOR JOIST SHALL BE PROVIDED FOR THE LENGTH OF BRACING REQUIRED. L.TYPICAL LOAD SCHEDULE 3. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH 3.11. MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE BUILDING AND OF 3,000 PSI AT 28 DAYS, THE INTERIOR-BRACED WALL SHALL BE NAILED TO THE BLOCKING IN ACCORDANCE WITH N.Y.S. BUILDING ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. 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 3.12. IS RESPONSIBLE FOR ALL ADEQUATE BRACING OF STRUCTURAL MEMBERS,WALLS AND 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 NONSTRUCTURAL ITEMS DURING CONSTRUCTION. RECOMMENDED BY THE MANUFACTURER. FOR BEARING,FASTENING,AND BRACING REQUIREMENTS. 21.FIRESTOPPING REQUIRED: LOADS AND TO PROVIDE PROPER DESIGN CONSTRUCTION OF FALSEWORK,FORMWORK,STAGING, 3.13. PRO-ECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FIRESTOPPING&FIRE BLOCKING MATERIAL SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE BRACING,SHEETING,SHORING,ETC. FROM ITS OPERATIONS,AND IN THE EVENT OF SUCH LOSS OR DAMAGE,SHALL MAKE SUCH ° 10. PLYWOOD USED FOR ROOF SHEATHING SHALL BE %"CDX EXPOSURE I EXTERIOR GRADE W/A.P.A. AND BE INSTALLED IN THE LOCATIONS SPECIFIED BELOW: REPLACEMENTS OR REPAIRS AS REQUIRED,WITHOUT ADDITIONAL COST TO THE OWNER. 5. ALL CONCRETE,OTHER THAN FOR FOOTINGS,SHALL BE AIR ENTRAINED TO 4 TO 6/°.EXTERIOR CONCRETE . CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE M.ELECTRICAL - SHALL BE AIR-ENTRAINED TO 5%TO 7%. IDENTIFICATION INDEX 40/20 OR BETTER. PLYWOOD USED FOR WALL SHEATHING SHALL BE %"CDX CEILING AND FLOOR LEVEL AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL,AND IN 3.14. PROVIDE ALL NECESSARY TOOLS AND MATERIALS REQUIRED FOR THE EXECUTION OF WORK EXTERIOR GRADE W/A.P.A IDENTIFICATION OF 32/16 OR BETTER.PLYWOOD FOR STUCCO SHALL BE MIN. 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE NATIONAL ELECTRICAL AS DESCRIBED IN THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS,AS HEREIN 6. CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. 8"CDX EXTERIOR GRADE. CCNCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENUMERATED AND SHOWN ON THE ACCOMPANYING DRAWINGS. • 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. 3.15. SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS 7, ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM 11. ALL FLOOR SHEATHING SHALL BE %"(NOM.)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 OR RUBBISH CAUSED BY ITS EMPLOYEES,SUBCONTRACTORS,OR THEIR OWN WORK.AT THE 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 OR STAGGERED STUDS. SYSTEMS CHARACTERISTICS. COMPLETION OF WORK,THE SUBCONTRACTORS SHALL REMOVE FROM THE BUILDING AND EDGES AND 12"AT INTERMEDIATE SUPPORTS. FIELD-GLUE USING ADHESIVES MEETING APA • AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 3. THE ELECTRICAL CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS TO INSTALL EQUIPMENT THE SITE ALL RUBBISH,TOOLS,AND SURPLUS MATERIALS,AND SHALL LEAVE THE PREMISES 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 BROOM CLEAN UNLESS OTHERWISE SPECIFIED. s • AT VERTICAL CHASES AND FLOOR PENETRATIONS;OPENINGS AROUND VENTS, PIPES,AND DUCTS AT GIVE GENERAL CONTRACTORS ALL NECESSARY INFORMATION FOR MAKING PROPER PROVISIONS FOR 3.16. THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT THEY SHALL BE SLOPED OR WARPED TO DRAIN.TOTAL SLOPE IS NOT TO EXCEED/a„BELOW FLOOR LEVEL. 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. FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT 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. ALL WORK AND MATERIALS SHALL BE FREE FROM DEFECTS. 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 3.17. GENERAL CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR SUBSTITUTIONS, REINFORCEMENT AND SECURE AGAINST DISPLACEMENT. IF THERE IS A DELAY IN POURING CEMENT, BE FULLY EQUAL TO MAKES SPECIFIED. CHANGES,AND OMISSIONS, G.STEEL PREVENT RUSTING OF REINFORCING. 13. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS, 5. ALL WIRING,CONCEALED,FLUSH OUTLETS EXCEPT AS NOTED OTHERWISE. 3.18. PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO THIS DOORS, ETC.).PROVIDE CRICKET WITH MATCHING ROOF MATERIAL AT ALL DEAD-END VALLEYS TO ALLOW 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, ADDITION WITH SIMILAR MATERIALS OR AS DIRECTED BY THE OWNER. 10. ALL REINFORCEMENT SHALL BE OF SIZE AND SPACING AS CALLED FOR ON DRAWINGS OR PER LOCAL CODES. CONTINUOUS WATER FLOW. 3.19. PROVIDE MATERIAL AND LABOR FOR ALL PATCHING AND REPAIRING REQUIRED AS A RESULT GROUNDS OR IMPROPER CONNECTIONS, OF THE WORK OF THE CONTRACTOR TRADES. 2.THE DESIGN,FABRICTION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE 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. WITH THE LATEST EDITION OF AISC SPECIFICATIONS. 7. LUMINAIRES IN CLOTHES CLOSETS TO CONFORM TO THE LATEST EDITION OF THE BUILDING CODE OF 3.18. SUBMIT TO OWNER ALL FINISHES FOR APPROVAL PRIOR TO PURCHASE. 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. 3.19. SUBMIT ALTERNATES/SUBSTITUTIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO PLUS 2",NOR LESS THAN 8". 15. ALL PARTITIONS, EXTERIOR WALLS,AND CEILINGS WILL BE COVERED WITH %"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. PURCHASING MATERIALS.ARCHITECT SHALL REVIEW FOR THE SOLE PURPOSE OF CHECKING 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 AN D 100 ch FOR ALL RANGE HOODS. FOR CONFORMANCE WITH THE DESIGN PRIOR TO CONSTRUCTION 12. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT DURING 10. RECESSED LIGHTING SHALL HAVE THERMAL PROTECTION AND BE LABELED AS SUCH. 3.20. GENERAL CONTRACTOR MUST GUARANTEE THAT MATERIALS AND LABOR COSTS ARE MET 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: ACCORDING TO CONTRACT SPECIFIED AMOUNTS.OWNER WILL NOT BE RESPONSIBLE FOR AS REQUIRED BY CODE FOR AREAS TO BE WELDED. Seal: CHANGES TO PRICES IN MATERIAL AND LABOR.GENERAL CONTRACTOR MUST SECURE COSTS 13. ALL SIDEWALKS AND RAMPS TO BE 2,500 PSI CONCRETE,4"THICK BROOM FINISH SCORE W/3a"DEEP 11.1. NON IC RATED RECESSED LIGHTS TO BE/ FROM COMBUSTIBLES, AND GUARANTEES FROM VENDORS PRIOR TO SUBMITTING FINAL BID TO OWNER. CONTRACTION JOINTS INTO APPROXIMATLEY 4'0"SQUARES ORAS SHOWN,U.O.N.ON PLANS. 17. PROVIDE AT LEAST DOUBLE JOISTS AND HEADERS AT WATER CLOSET DRAINS,AND BATHTUBS,AND ALL 11.2. NON-IC RATED RECESSED LIGHTS TO BE 3"FROM INSULATION. 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH 12. UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION 3.21. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER VENT AND MECHANICAL OPENINGS,Z-0"OR MORE IN WIDTH, UNLESS OTHERWISE SHOWN IN DRAWINGS. THE AMERICAN SOCIETY'S STANDARD QUALIFICATION PROCEDURE. OF ALL ELECTRICAL WORK. CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE D. FOUNDATIONS, FOOTINGS&SLABS INDICATED IN THE DRAWING. 18. TAIL JOISTS OVER 4'-0"LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS ORN.PLUMBING 3.22. IF THE GENERAL CONTRACTOR FAILS TO FOLLOW THE THE AFOREMENTIONED PROCEDURES, 1. FOUNDATION WALLS SHALL BE 8", 10",12",AND 16"(AS INDICATED ON PLANS)POURED CONCRETE TO BEAR HANGERS AND SPIKED SECURELY U' LESS SUPPORTED ON WALL OR GIRDER. 6.PROVIDE ALL STRUCTURAL STEEL MEMBERS INDICATED ON THE DRAWINGS.ALL WORK SHALL BE x_ IN ACCORDANCE WITH THE STANDARDS OF THEE INDUSTRY AND ALL LOCAL GOVERNING CODES. THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE CONSEQUENCES OF ON FOOTINGS WITH 4"CONCRETE FLOOR SLAB ON 6 MIL POLY CONTINUOUS SHEET ON 6"POROUS FILL W/ FREE OF TWISTS BENDS OR OPEN JOINTS. 1. PROVIDE ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO EXECUTE THE PLUMBING WORK AS FABRICATION SHALL BE STRAIGHT �® �� HIS ACTIONS AND DECISIONS, REBAR AS NOTED IN DETAILS, 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. ���� �,��� RT��,�Y ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. 7. FURNISH ANCHORAGE REQUIRED TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS. IN THE WORK ��� ' 0 9. PROVIDE MEANS"FURNISH AND INSTALL". 2.FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 1.5 TONS PER SF. 2. INCLUDE ALL PIPING;DOMESTIC HOT AND COLD WATER,SANITARY SUPPLY AND HOOKUP OF ALL BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS. 20. NAIL LAPPED JOISTS OVER ANY BEARING,TOGETHER WITH TWO 10d NAILS, OF OTHER TRADES,ANCHOR BOLTS AND OTHER ITEMS WHICH REQUIRE EMBEDMENT SHALL BEFURNISHED 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 ��" 11 10, ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND ALSO INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTIONS WHERE REQUIRED. SPECIFICATIONS. 3. FOOTINGS SHALL BE A MIN.OF T-O"BELOW GRADE,OR BELOW THE FROST LINE FOR PROPER INCORPORATION INTO THEIR WORK. 21. PROVIDE SOLID SURFACES AT LEAST 1/'IN BOTH DIRECTIONS ALL CORNERS FOR SECURING � 0 I � AS INDICATED BY APPLICABLE CODES,EXCEPT THAT THE BOTTOM OF THE FOOTING SHALL BE ADJUSTED TO SUB-FLOORING.DRYWELL,ETC.FOF.M SURFACES WITH FRAMED MEMBERS OR WITH 2"WOOD BLOCKING 8,ALL STRUCTURAL STEEL SHALL CONFORM TO: 3. ALL ITEMS,SUCH AS FITTINGS,ETC.,NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO A 03 - 11. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED.MATERIALS SHALL NOT THE ACTUAL LEVEL OF APPROVED BEARING STRATA FOUND UPON EXCAVATION. SECURED WITH AT LEAST 2 8d NAILS AT EACH END. HOT-ROLLED WIDE FLANGE SHAPES A992 COMPLETE THE PLUMBING SHALL BE INCLUDED. �/�� 19 1"'k BE STORED OUTSIDE THE BUILDING.DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES ALWAYS REFER TO DRAWINGS FOR BOTTOM OF FOOTING LOCATION. 0 / 4. TABLE R401.4.1 22. PROVIDE FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. e „ BARS AND PLATES A36 x3' BRIDGING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING PIPES A501 4. SOIL,WASTE,AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. 12. INFORMATION ON DRAWINGS SHALL SUPERCEDE THESE SPECIFICATIONS. PRESUMPTIVE LOAD-BEARING VALUES OF AND SUPPORTS SHALL BE 8'-O".SOLID BLOCKING AT ENDS. TUBES 500(Fy=46KSI) 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 FOUNDATION MATERIALS(a) 23. ROOF CONSTRUCTION SHALL BE INDICATED ON DRAWINGS. BY LOCAL CODE. 13. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL BE USED ONLY. CLASS OF MATERIAL LOAD BEARING PRESSURE OF THE AISC SPECIFICATION. (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 14. EXIT ACCESS,EXITS,AND EXIT DISCHARGE SHALL CONFORM TO CHAPTER 10 OF THE BUILDING 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, CODE OF THE STATE OF NEW YORK. FASTENINGS. LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH FASTENINGS,ANCHORS, AND SHALL BE STRUCTURAL CLAY BRICK GRADE SW.MORTAR FOR BRICK TO BE TYPE 1.MASONRY SEDIMENTARY AND FOLIATED ROCK 4,000 BLOCKING,SADDLES,HANGERS, ETC.REQUIRED TO COMPLETE THE JOB,ALL STEEL BOLTS CONNECTING UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE STRENGTH. 7. PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK IS INSTALLED. WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST INSTALL DRAIN VALVE AT WATER METER WITH/4 HOSE THREAD AND VACUUM BREAKER. SANDY GRAVEL and/or GRAVEL(GW and GP) 3,000 HANGERS AND CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE 2.WALL REINFORCEMENT SHALL BEAPPROVED NON CORROSIVE METAL TIES,VERTICAL SPACING OF 8. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVES. No. Date Submission / Revisions 2,000 9. INSTALL ALL COLD AND HOT WATER PIPING. SAND,SILTY SAND,CLAYLEY SAND,SILTY GRAVEL MUST BE INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE REQUIREMENTS. REINFORCING MUST NOT EXCEEDD 32"O.C. and CLAYLEY GRAVEL(SW,SP,SM,SC,GM,GC) 2.14.23 D.O.B. FILE SET 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"0-1/2"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%4"BOLTS AT Z-0"O.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=0.0479 kPa BOLTS,FLASHING, STEEL LINTELS AND FRAMING,VENTS,SLEEVES,DOOR FRAMES,MISC.STEEL a.WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4,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 OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. 2. STRUCTURAL LUMBER SIZES ARE BASED ON DOUGLAS FIR#2 OR BETTER WITH A MIN.BENDING I.OPENINGS CARPENTRY WORK. 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, 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. 2. PROVIDE AN EXHAUST RATE OF 50 cfm FOR ALL BATHROOMS&100 ch FOR ALL RANGE HOODS. B.SITE WORK I BE DETERMINED BY A SOILS INVESTIGATION. 4. PROVIDE SOLID BLOCKING UNDER ALL NON-LOAD BEARING PARTITIONS RUNNING PERPENDICULAR 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 EXCAVATION,BACKFILLING,GRADING 5. BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS BEARING POINTS.(VENT AS REQ'D . FULLY TEMPERED SAFETY GLAZING.GLASS SHALL BE IDENTIFIED. � ELEVATION OF WATER TABLE SHALL ALSO BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS& ) AND NO LESS THAN ONE AND ONE HALF(1/)TIMES THE MAXIMUM OPERATING PRESSURE. 1. REMOVE ALL VEGETATION,REFUSE,OR EXISTING STRUCTURES IN CONFINES OF BUILDING FOUNDATIONS.WATER TABLE SHOULD BE AT LEAST 3'-0"BELOW LOWEST POINT OF CRAWL SPACE. 5. DETAILS OF FRAMING INCLUDING FIRE-STOPPING,BLOCKING,BRIDGING,NOTCHING,ETC.TO 3. HEADERS FOR DOORS&WINDOW OPENINGS(UNLESS OTHERWISE NOTED) CONSTRU,'TION AND PAVING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. CONFORM TO THE BUILDING CODE OF NEW YORK STATE LATEST EDITION. 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. PREPARA-ION SHALL INCLUDE IDENTIFYING REQUIRED LINES,LEVELS,CONTOURS,AND DATUM. REQUIRED INSTALL ADDITIONAL STUDS TO PROVIDE THE ADDITIONAL SUPPORT. UNDER 5'-O" 2/2"x8" PERFORMANCE AND INTEGRATED SYSTEM REQUIREMENTS. STRENGTH OF 3,000 PSI AT 28 DAYS 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN 5'-0"TO 5'-11" 2/2"x10" 3. IDENTIFY UNKNOWN UNDERGROUND,ABOVE GROUND,AND AERIAL UTILITIES.STAKE AND FLAG 7, NO FOOTINGS SHALL BE POURED ON FROZEN SOIL OR IN WATER. INSTALLED AND IS SECURELY SOUND. 6'-0"TO 6'-11" 2/2"xl2" 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. 8. ALL FILL SHALL BE COMPACTED IN 6"LAYERS TO NOT LESS THAN 95%OF THE MAXIMUM DENSITY WHEN REQUIREMENTS, LINTEL SCHEDULE: MAIN AND BRANCH DUCTS,VANED ELBOWS OR R/D RATIONS OF 1.5. TESTED IN ACCORDANCE WITH ASTM D1557. Y- 9. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN SPAN: LINTEL: F =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 Project Address: 0'-0"-4-0' 3/"x 3/'x/s' 10. ALL FIRESTOPPING/DRAFTSTOPPING SHALL CONFORM TO N.Y.S.BUILDING CODE LATEST EDITION CONTROL VALVE.ALL TO BE HOUSED WITHIN BASEBOARD RADIATION COVER,AS REQUIRED, FOUNDATION WALLS.EXCAVATION FOR ALL FOOTINGS TO BE ON UNDISTURBED EARTH WITH A g.CHANGES OF LEVEL OF FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE SOIL 5'-0" 3%"x 3Yz"x%s" 3-2x10 HEADERS OVER ALL BEARING MINIMUM DEPTH AS SHOWN ON THE DRAWINGS, UNLESS OTHERWISE GOVERENED BY LOCAL REQUIREMENTS. s WALL OPENINGS 6'-0"OR LESS. (ONE VERTICAL TO TWO HORIZONTAL). 11. THE CONTRACTOR SHALL PROVIDE EVERY ITEM OF FRAMING AS REQUIRED,WHETHER SPECIFICALLY 6'0' 4"x3Yz"x/s" 7. ALL AIR FLOW DEVICES TO HAVE INDIVIDUAL CONTROL TO FACILITATE BALANCING AND INDIVIDUAL CODES OP,EXISTING SOIL CONDITIONS. SHOWN OR NOT,TO MAKE A COMPLETE JOB IN ACCORDANCE WITH GOVERNING CODES AND GOOD 7'-0" 4"x3Yz"x%s" OWNER/TENANT PREFERENCE. 5. GRADE TCP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO PRACTICE. 85O BAY HOME ROAD 10.ALL FOOTINGS TO BE CENTERED UNDER WALLS, PIERS,OR COLUMNS U.O.N. 8'-0" 5"x3%"x%6" THE EXCAVATION.PROTECT EXCAVATIONS BY METHODS REQUIRED TO PREVENT CAVE-INS OR 12. ANY LUMBER CLOSER THAN 8"TO FINISHED GRADE OR IN CONTACT WITH MASONRY OR CONCRETE 9'-0" 5"x3%"x 8" 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, 11.PROVIDE CORNER BARS IN FOOTING THE SAME SIZE AND NUMBER AS THE CONTINUOUS REINFORCEMENT SHALL BE PRESSURE TREATED LUMBERLAPPED 2'-0"WITH MAIN REINFORCEMENT. . 10'-0" 6"x3%"x3/" 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. MATERIALAND 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 SOUTH 0 LD 7 N .Y. 11971 12.SLABS ON GRADE SHALL BE 4"CONCRETE,W/SMOOTH,HARD,STEEL TROWEL FINISH.ON 6 MIL ". 9. SUPPLY&RETURN DUCTS IN ATTICS AND UNHEATED AREAS SHALL BE INSULATED TO A MINIMUM OF 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%s'SPACE AT ALL PLYWOOD PANEL END JOINTS AND%"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 (TEMPORARY a"%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. Date: 2.14.23 CONSTRUCTION. SAND AND GRAVEL UNDER SLABS ON GRADE. Project No: 21.002 Scale: AS NOTED Drawn By: JC Dwg. Title: GENERAL NOTES & CONDITIONS Dwg. No.: AM003000 Page: 03 OF 15 TABLE R602.3(1) FASTENING SCHEDULE- as per the 2020 International Residertial Building Code- New York State Architect: NUMBER AND TYPE NUMBER AND TYPE DOOR SCHEDULE CURTISS A.D. 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 VERIFY WITH OWNER ALL TYPES, SWING, AND SIZES WINDOW SCHEDULE ROOF FLOOR James Curtiss, R.A.SWINGING DOORS TAG UNIT DIMENSIONS TYPE REMARKS 1527 Franklin Avenue- Ste. 306 4-8d BOX(2 2"x 0.113")OR 4-8d BOX(2%"x 0.113")OR Mineola, N.Y. 11501 1 BLOCKING BETWEEN CEILING JOISTS 3-8d COMMON(22"x 0.131")OR TOE NAIL 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(22"x 0.131")OR TOE NAIL LOCATION OR RAFTERS 3-10d BOX(3"x 0.128");OR 3 10tl BOX(3"x 0.128");OR TAG SIZE FROM TO MAT. FRAME SILL HWARE REMARKS O 14'-8"x 9'-32"* PICTURE 3 DIVIDED LITES 3-3"x 0.1:31"NAILS 3-3"x 0.131"NAILS 718.702.7354 ' 4-8d BOX(22"x 0.113")OR 8d BOX( )/2"x 0.113") 4"O.C.TOE NAIL O T-0"x T-0" FOYER PARLOR 14'-8"x 9'-32"* PICTURE 3 DIVIDED LITES jcurtissarch@gmail.com 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(22"x 0.131")OR PER JOIST,TOE NAIL 22 RIM JOIST,BAND JOIST OR BLOCKING TO 8d COMMON www.curtissad.com 3-10d BOX(3"x 0.128");OR SILL OR TOP PLATE(ROOF APPLICATIONS ALSO) (�"x 0.131")OR O 5'0"x 7'0" HALL CLOSET OB 3'0"x 5'0 CASEMENT 3-3"x 0.131"NAILS 10d BOX(3"x 0.128");OR 6"O.C.TOE NAIL Owner: CEILING JOIST NOT ATTACHED TO 3"x 0.131"NAILS O3 2'-6"x T-0" MUDROOM BATH 3 © 3'-0"x 6-0" 11MEETS EGRESS \� Johnny Donadic PARALLEL RAFTER, LAPS OVER PARTITIONS 4-10d BOX(3"x 0.128")OR 3-8tl BOX(22"x 0.113")OR 3 [SEE SECTIONS 802.3.1,R802.3.2 AND 3-16d COMMON(3X2"x 0.162")OR FACE NAIL 2-8d COMMON(22"x 0.131")OR O 3'-0"x T-0" MUDROOM MECH. MTL. MTL. FIREPROOF SELF-CLOSING O 3'-0"x 8'-0" PICTURE 850 Bay Home Road TABLE R802.5.1(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 Southold, N.Y. 11971 2 STAPLES,V CROWN,16ga., O 2'-6"x T-0" HALL BATH 4 OE 2'-0"x 4'-6" CASEMENT CEILING JOIST ATTACHED TO 14"LONG 4 PARALLEL RAFTER(HEEL JOINT) TABLE 8802.5.1(9) FACE NAIL OF 2-2'-0"x 5-0" CASEMENT Consultants: [SEE SECTIONS 802.3.1,R802.3.2 AND 24 2"SUBFLOOR TO JOIST OR GIRDER 3-16d BOX(32"x 0.135")OR BLIND AND FACE NAIL 6 3'-0"x 7'-0" HALL MECH MTL. MTL. FIREPROOF SELF-CLOSING TABLE R802.5.1(9)] 2-16d COMMON(32, x 0.162") 5 COLLAR TIE TO RAFTER,FACE NAIL OR 4-10d BOX(3"x 0 128")OR FACE NAIL 3-16tl BOX(3%z"x 0.135")OR O7 2'-8"x T-0" HALL BED 4 © 5'-0"x 9'-0" PICTURE � � 1/'x 20ga.RIDGE STRAP TO RAFTER. 3-10d COMMON(2/2'x 0.148")OR EACH RAFTER 25 2"PLANKS(PLANK&BEAM-FLOOR&ROOF) 2 16d COMMON(32"x 0.162") AT EACH BEARING,FACE NAIL O OH 1'0"x 9'0" PICTURE 4-3"x 0.1:31"NAILS 8 2'-13 x 7-0" HALL BED 3 3-16d BOX NAILS(3Y2"x 0.135")OF, 3-16d COMMON(32"x 0.162")OR 3-10d COMMON(3"x 0.148")OR 2 TOE NAILS ON ONE SIDE AND 4-10tl BOX(3"x 0.128");OR O9 2'-8"x 7'-0" HALL SUITE 2 O 5'-0"x 2'-6" PICTURE 6 RAFTER OR ROOF TRUSS TO PLATE 4-10d BOX(3"x 0.128");0. 48 1 TOE NAIL ON OPPOSITE SIDES 26 BAND OR RIM JOIST TO JOIST 4-3"x BOX( NAILS;OR END NAIL 4-3"x 0.131"NAILS OF EACH RAFTER OR TRUSS 4-3"x 14 ga.STAPLES,%6"CROWNO 4'-0"x 8'-0" PICTURE 10 2'-6' x 7'-0" HALL BATH 2 4-16d BOX NAILS(32"x 0.135")OF, NAIL EACH LAYER AS FOLLOWS: OK 6'-0"x V-6" PICTURE 3-10d COMMON(3"x 0.148")OR TOE NAIL 20d COMMON(4"x 0.192")OR 32"O.C.AT TOP AND 11 2'-8"x T-0" HALL SUITE 1 4-10d BOX(3"x 0.128");OR BOTTOM AND STAGGERED ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-3"x 0.131"NAILS 12 2'4"x T-0" SUITE 1 W.I.C. 7 RAFTERS OR ROOF RAFTER TO BUILT-UP GIRDERS AND BEAMS, 10d BOX(3"x 0.128");OR O.C.FACE NAIL AT TOP AND BOTTOM EXTERIOR DOOR S C H E D U L E MIN,2"RIDGE BEAM 3-16d BOX NAILS(32ST"x 0.135")OR 27 2-INCH LUMBER LAYERS 3"x 0.131"NAILS STAGGERED ON OPPOSITE SIDES. 2'-6"x 7'-0" SUITE 1 BATH 1 2-16d COMMON(3"x 0.162")OR 13 3-10d BOX(3"x 0.128");OR TOE NAIL AND: 14 2-3'-0" "x T-0GARAGE STORAGE MTL. MTL. FIREPROOF SELF-CLOSING 3-3"x 0.131"NAILS 2-20d COMMON(4"x 0.192")OR O TAG UNIT DIMENSIONS TYPE REMARKS - VIEWED FROM EXTERIOR 3-10d BOX(3"x 0.128");OR FACE NAIL AT ENDS AND AT EACH SPLICE WALL 3-3"x 0.131"NAILS D.1 14'-8"x 9'-32"* 3 DIVIDED LITES 4-16d BOX(32"x 0.135")OR 16tl COMMON(32"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 POCKET DOORS D.2 10'-0"x 8'-0" SLIDING ACTIVE PASSIVE 8 STUD TO STUD(NOT AT BRACED WALL PANELS) RAFTERS 4-10d BOX(3"x 0.128");OR 10d BOX,:T x 0.128");OR 16"O.C.FACE NAIL 4-3"x 0.131"NAILS P.1 6'-0"x T-0" FOYER HALL D.3 10'-0"x 8'-0" PASSIVE-ACTIVE 3"x 0.131"NAILS 16d BOX{32"x 0.135")OR 12"O.C.FACE NAIL 29 BRIDGING TO JOIST 2-10d BOX(3"x 0.128") EACH END,TOE NAIL P•2 3'-0"x T-0" MUDROOM LAUNDRY D.4 10'-0"x 8'-0" ACTIVE-PASSIVE STUD TO STUD AND ABUTTING STUDS AT 3"x 0.131"NAILS SPACING OF FASTENERS 9 INTERSECTING WALL CORNERS NUMBER AND TYPE P.3 2'-0"x 7'0" MUDROOM WINE D.5 10'-0"x 8'41 PASSIVE ACTIVE ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c EDGES Intermediate (AT BRACED WALL PANELS) 16d COMMON(32"x 0.162") 16"O.C.FACE NAIL OF FASTENER (inches) 2'-0'h supports c,e O x 7'-0 KITCHEN PANTRY D.6 14'-8"x 9'-32"* OUTSWINGING 3 DIVIDED LITES-CENTER OPERABLE DOOR P.4 (inches) P.5 2'-0"x 7'-0" BATH 4 WC D.7 10'-0"x 8'-0" SLIDING ACTIVE-PASSIVE 16d COMMON(32"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 2"SPACES) [SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] P.6 2'0"x 7'0" BATH 1 WC D.8 10'0"x 8' 0" PASSIVE ACTIVE 16d BOX x,32"x 0.135") 12"O.C.EACH EDGE FACE NAIL D.9 5-8d BOX(2/"x 0.113")OR 6d COMMON(2"x 0.113") SLIDING DOORS 3'-0"x 7'-0" 11 CONTINUOUS HEADER TO STUD 4-8d COMMON(22"x 0.131")OR TOE NAIL 30 a"-% nail(subfloor,wall), 6 12f01 T-0"x T-0" OUTSWINGING 4-10d BOX(3"x 0.128") 8d COMMON NAIL(2)/2"x 0.131") SL.1 5'-0"x T-0" BED#4 CLOSET nail(roof) 01 3'-0"x 7'-0" OUTSWINGING SL. 5'-0"x T-0" BED#3 CLOSET 16d COMMON(32"x 0.162") 16"O.C.FACE NAIL 31 %2"-1" 8d COMMON NAIL(22"x 0.131") 6 12 f *ALL WINDOWS ARE CUSTOM. 12 TOP PLATE TO TOP PLATE 10d BOX(3"x 0.128");OR 12"O.C.FACE NAIL SL.3 6-0"x T-0" M.SUITE#2 CLOSET FINAL DIMENSIONS FOR ALL WINDOWSTO BE DETERMINED AFTER ROUGH-OPENINGS ARE FRAMED. 3"x 0.131"NAILS 32 1%" 1 4„ 10d COMMON(3"x 0.148")NAIL;OR 6 12 WINDOW DIMENSIONS ON WINDOW SCHEDULE ARE APPROXIMATE. 8d(22"x 0.131")DEFORMED NAIL SL.4 5-0"x T-0" M.SUITE#2 CLOSET DO NOT ORDER WINDOWS PRIOR TO MEASURING AND CONFIRMING BUILT ROUGH-OPENINGS. DOUBLE TOP PLATE SPLICE FOR SDCs A-D2 8-16d COMMON(32"x 0.162")OR DO NOT ORDER WINDOWS FROM ANY SET OTHER THAN THE PERMITTED TOWN OF SOUTHOLD BUILDING WITH SEISMIC BRACED WALL LINE 12-16d BOX(32"x 0.135")OR OTHER WALL SHEATHING g DEPARTMENT APPROVED SIGNED AND SEALED SET. SPACING<25' 12-10tl BOX(3"x 0.128");OR FACE NAIL ON EACH SIDE OF END VERIFY WITH ALL MANUFACTURER'S PRIOR TO ORDERING ANY WINDOW SYSTEM. 13 12-3"x 0.131"NAILS JOINT(MINIMUM 24"LAP SPLICE LENGTH EACH SIDE OF END JOINT) 12"GALVANIZED ROOFING NAIL, 12-16d 3, VERIFY WITH OWNER FINAL DOOR WIDTH AND GLIDING DIRECTION DOUBLE TOP PLATE SPLICE D0,D1,OR D2; 2"x 0.135" 2"STRUCTURAL CELLULOSIC AND BRACED WALL LINE SPACING_>25' ( ) 33 %6"HEAD DIAMETER,OR 1"CROWN 3 6 FIBERBOARD SHEATHING GENERAL L WIO STAPLE 16 ga., 1%"LONG DOWS TO BE WINDBORNE DEBRIS, IMPACT-RESISTANT GLASS Seal: ALL WINDOWS-EXTERIOR COLOR AS PER OWNER 16tl COMMON(32"x 0.162") 16"O.C.FACE NAIL 25 14"GALVANIZED ROOFING NAIL, ALL WINDOWS NECESSARY FOR EGRESS ARE SPECIFIED IN WINDOW SCHEDULE UNDER"REMARKS". BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 22 STRUCTURAL CELLULOSIC 34 %g"HEAD DIAMETER,OR 1"CROWN 3 6 14 FIBERBOARD SHEATHING ALL GLAZING TO LOW-E4, OR BLOCKING(NOT AT BRACED WALL PANELS) 16d BOX(32"x 0.135");OR STAPLE 16 ga., 14"LONG ALL GLAZING WITHIN 18"TO ANY WALKING SURFACE TO BE IMPACT-RESISTANT SAFETY GLASS. 3"x 0.131"NAILS 12"O.C.FACE NAIL VERIFY WITH OWNER OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS 2-16d COMMON(32"x 0.162");OR 3 EACH 16"O.C.FACE NAIL d 12"GALVANIZED ROOFING NAIL; HARDWARE TO BE SELECTED BY OWNER 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 32"x 0.135") 2 EACH 16"O.C.FACE NAIL 35 2"GYPSUM SHEATHING STAPLE GALVANIZED, 7 7 1 �® �� OR BLOCKING(AT BRACED WALL PANELS) 4-3"x 0.131"NAILS 4 EACH 16"O.C.FACE NAIL TYPE W OR S/a SCREWS, EGRESS WINDOWS ��� ��C R310.1 WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL(HEIGHT OF NOT MORE 4-8d BOX(22"x 0.113");OR14"GALVANIZED ROOFING NAIL; THAN 44"ABOVE THE FLOOR. 3-16tl BO;{(3%2'x 0.135");OR d 8310.1.1 MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR d 5 STAPLE GALVANIZED, OPENING OF 5.7 SQ.FT.EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.FT. � „ 36 /"GYPSUM SHEATHING 7 7 t 4-8d CONMON(2/ x 0.131");OR TOE NAIL 1%"LONG,%"SCREWS, 4-10d BOX(3"x 0.128");OR TYPE W OR S R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24" 4-3"x 0.1:31"NAILSMINIMUM OPENING 03 16 TOP OR BOTTOM PLATE TO STUD R310.1.4 0 ERAWIDTH IO ONAL CON RA NTS EMERGE CY ESCAPE AND R SCUEOPENING SHALL BE OPERATIONAL FROM THE INSIDE ��0 2-16d COMMON(32"x 0.162");OR WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 3-16d BOX(32"x 0.135");OR END NAIL 3-10d BOX(3"x 0.128");OR 37 4"AND LESS 6d DEFORMED(2"x 0.120")NAIL;OR 3-3"x 0.131"NAILS 8d COMMON(2 Y2"0.131")NAIL 6 12 TOP PLATES,LAPS AT CORNERS AND 2-16d COMMON(32 8d DEFORMED(2/„x 0.120')NAIL;OR "x 0.162");OR 17 3-10d BCX(3"x 0.128");OR FACE NAIL 38 %"-1" INTERSECTIONS 3-3"x 0.'131"NAILS 8d COMMON(22"0.131")NAIL 6 12 3-8d BOX(22"x 0.113");OR 39 1%" 1%" 8d DEFORMED(22"x 0.120")NAIL;OR 6 12 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON(22"x 0.131");OR 10d COMMON(22"0.131")NAIL 2-10d BOX(3"x 0.128");OR FACE NAIL 2 STAPLES 1Y4" FOR SI: 1 inch=25.4 mm,1 foot=304.8mm, 1 mile per hour=0.447 m/s;1 ksi=6.895 MPa No. Date Submission / Revisions a.Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing 2.14.23 D.O.B. FILE SET 3 8d BOA:(22"x 0.113");OR connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail), 2-8d COMMON(22"x 0.131");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. 19 1"x 6"SHEATHING TO EACH BEARING 2-10d BCX(3"x 0.128");OR FACE NAIL Generated by REScheck-Web Software 2 STAPLES,1"CROWN,16ga., b.Staples are 16 gage wire and have aminimum%6 inch on diameter crown width. Compliance c e rt i i c ae 1%4'LONG 3-8tl BOX.(22"x 0.113");OR c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. i 3-8d COMMON(22"x 0.131");OR d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. 3-10d BCX(3"x 0.128");OR 3 STAPLES,1"CROWN,16ga., e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). Project 850 Bay Home Road, Southold, NY 1Y4"LONG 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 Energy Code: 2018 1ECC 2p 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 g pp BEARING 4-8d Bo};(22"x 0.113");OR 9 P 9 p , g panel roof sheathing to intermediate supports shall be Location: Southold, New York 3-8d COMMON(2/"x 0.131");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. Construction Type: Single-family 3-10d BCX(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. Project Type: Addition 4 STAPLES,1"CROWN,16ga., Climate Zone: 4 (5572 HDD) 1%"LONG Permit Date: 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. Permit Number: 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 be supported by framing members or solid blocking. Construction Site: Owner/Agent: Designer/Contractor: 850 Bay Home Road Johnny Donadic James Curtiss 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 Southold 850 Bay Home Road CURTISS A.D. PLLC Project Address: New York 11971 1527 Franklin Avenue 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. Southold, New York 11971 Southold, Suite 306 Mineola, New York 11501 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 708.702.7354 (REFER TO TABLE 8301.2(1)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.] jcurtissarch@gmail.com 850 BAY HOME ROAD WIND DESIGN SUBJECT TO DAMAGE FROM AIR MEAN �. r-' �r.....,, ICE BARRIER ��� /%°� �,, ,,.:, ,:.. /, ,-, ,,,•„ ,,,, ��,,, ,,,, GROUND SEISMIC WINTER " „/ �/. ��/'*„ ;y / �,,, v�,,,r, r rr ,,,,,, SPECIAL FLOOD ii/�ii�i � �/,°ofi�ii��' .:.iie �:" � . :ry>; ,.; ./;. / / �;' ; �, ,/,,, /, �.,,,,,,� /�/ SOUTHOLD N .Y. 11971 SPEED d TOPOGRAPHICAL FROST UNDERLAYMENT FREEZING ANNUAL � % /�� ./ � j,%��i,, �/��,% �;���i��/ ��,� %�.% �:% „`.,,.� " .���� ,� ,.: SNOW ( ) WIND-BORNE DESIGN DESIGN a MPH EFFECTS(k) WIND WEATHERING(a) LINE TERMITE(c) REQUIRED(h) HAZARDS(g) INDEX(i) TEMP.0) Compliance: 24.1/o Better Than Code Maximum UA: 631 Your UA: 479 Maximum 5HGC: 0.40 Your 5HGC: 0.32 LOAD ( ) ( ) () DEBRIS ZONE(m) CATEGORY(f) DEPTH(b) TEMP(e) ( ) () �) The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. REGION(l) It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. MODERATE NOT IN FLOOD Slab--on-grade tradeoffs are no longer considered in the UA or erormance compliance path In REScheck. Each slab-on-grade 20 PSF 130 NO NO YES B SEVERE 3 FEET TO HEAVY 20' YES 1500 p• `' • p p` �•• ZONE Iassen'l ply in the sper_if ed climate zone must meet the minimum energy code insulation R-value and depth requirement.s. 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 Date: 2.14.23 WEATHERING 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, Enyelor)e Assemblies Project No: 21.002 OR C652. 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. a Mr, Scale: AS NOTED 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. Drawn By: JC • 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 s< ACCORDANCE WITH SECTION R301.2.1.4. Ceiling 2: Flat Ceiling or Scissor Truss 278 49.0 0.0 0.026 0.026 7 7 Dwg. Title: e.THE OUTDOOR DESIGN DRY-BULN TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF972-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX D Ceiling: Flat Ceiling or Scissor Truss 1,929 30.0 0.0 0.035 0.026 68 50 TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. f.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1. Ceiling 1: Cathedral Ceiling 1,245 56.0 0.0 0.019 0.026 24 32 SCHEDULES & 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 Wall: Wood Frame, 16"D.C. 3,370 21.0 7.5 0.039 0.060 80 124 HAZARD MAP AND SUPPORTING DATA.THE FLOOD HAZARD MAP SHALL INC'_UDE,AT A MINIMUM,SPECIAL FLOOD HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IN THE FLOOD INSURANCE STUDY Door: Glass Door(over 50%glazing) TABLES FOR THE COMMUNITY,AS AMENDED OR REVISED WITH: 5HGC: 0.32 436 0.230 0.320 100 139 i.THE ACCOMPANYING FLOOD INSURANCE RATE MAP(FIRM) Window: Metal Frame w/Thermal Break ii.FLOOD BOUNDARY AND FLOODWAY MAP(FBFM),AND SHGC: 0.32 871 0.230 0.320 200 279 iii.RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO. Floor: Slab-On-Grade(Unheated) THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND DECLARED TO BE PART OF THIS SECTION. Insulation depth: 4.0' 388 10.0 0.360 0.360 0 0 h. IN ACCORDANCE WITH SECTIONS R905.1.2, R905.4.3.1,R905.5.3.1,R905.6.2.1,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 Dwg. No.: THIS PART OF THE TABLE WITH"YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other i.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIODAIR FREEZING INDEX BF-DAYS FROM FIGURE R403.3 2 OR FROM THE 100-YEAR 99 PERCENT VALUE ON THE NATIONAL CLIMATIC DATA calculations submitted with the permit application.The proposed building as been designed to meet the Ins ,ECC requirements in ( ) ( ) ( ) RESc eck Version : REScheck-Web and to comply with the mandatory re irements listed in the REScheck Inspection Checklist. CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE'S F.)" j.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATLRE FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREES F.)" GIC'me�S) - � 2- L_ k. IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMEIJTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS Nam -Title Signature Date 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 DOCUMEN-ING UNUSUAL WIND CONDITIONS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. 004000 m. IN ACCORDANCE WITH SECTION R301.2.1.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. 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 Project Title: 850 Bay Home Road, Southold, NY Report date: 10/10/22 GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. AS PER FIGURE R301.2(4)B-PROJECT IS NOT LOCATED IN A REQUIRED WIND DESIGN REGION. Page: 04 OF 15 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Architect: NOTCHED ROOF RAFTERS NOTCHED ROOFDEPTH TJI@/ProTm (REFER TO PLANS) RAFTERS-TRUSSES " s " " s " /4\' 5" 7" 84" 9" 104" 12" I ' C C /r► L-_ (REFER TO PLANS) 100TS V-6" 2'-0" 2'6" 3' 6" 5'6" 1'-6" 2'-6" 3'6" 5'-0" 6'-0" CURTISS A.D. (2)2"X4"TOP PLATES 130 1 2'-0" 3-0" 3-6" 4'-6" 7'-0" 1 2'-0" 3-0" 4'-0" 6'-0" T-0" / James Curtiss, R.A. ° 150 2'-0" 34" 3-6" 5-0" 6-6" 2'-0" 3-0" 4'-0" 6-0" 6'-6" 1527 Franklin Avenue- Ste. 306 9y„ 250 2'-0" 3-6" 4'-6" 5'-6" 7'-0" 2'-0" 3-6" 4'-6" 6'-6" T-0" Mineola, N.Y. 11501 350 1'-6" 3-6" 5'-0" 6'-6" 7'-0" 1'-6" 3-6" 5'-0" 6-6" 7'-0" \ ROOF RAFTERS O 2 2 X4"TOP PLATES 1o0C 1'-6" 2'-0" 2'-6" 3'-6" 4'-6" V-6" 2'-0" 3'-0" 4'-0" 4'-6" ICE SHIELD&WATER �0� = SEE PLANS 718.702.7354 a ° " y ,;-�% � ® r 300C 2'-6" 3'-0" 4'-0" F-0" 6'-6" 2'-0" 3'-0" 4'-0" 5'-6" 6'-6" SHIELD = jcurtissarch@gmail.com 4000 2'-0" 3-0" 4'-0" 5-6" T-6" 3-0" 4'-0" 5-6" T-O" 7'-6" www.curtissad.com f ! 100TS 1'_0" V_6" 2'-0" 2-6„ 3"_0" 3-T 6'_0" V-6-" 2'-0" 3"-0" 4'-0" 6,-6" 7-p, 8,-6" SIMPSON H2.5 �; 130 1-6 2'-0" 2'-6" 3'-6" 4-6 5'-0" 8'-0" 2'-0" 3'-0" 3-6" 5-0" T-6' 8'-0 9'-6' Owner: HURRICANE CLIP 150 1'_p" 1--0" 2--0" g_p" 4'-6" 6-6" 8'-6" 1'_p"" 2'_p'" 3'-6" 5"-0" 7'-6" 8'-0" 9--0" SIMPSON H7 SIESMIC CEILING JOISTS 250 1'-0" 1'-6" 2'-6" 4'-0" 5'-6" 6'-6" 9'-0" 1'-0" 2'-0" 4'-0" 5'-6" 8'-0" 8'-6" 9'-6" - -" Johnny Donadic AND HURRICANE TIE OR SEE PLANS EQ.CS20 COIL STRAP. 11 8 350 V-6" 2'-6" 3'-6" 5'-0" 6'-6" T-6" 1 9'-6" V-6" 34" 4'-6" 6'-0" 8'-6" 9'41 9'-6" 850 Bay Home Road 550 1'-6" 2'-6" 4'-0" 5'-0" T-0" 8'-0" 10'-6" S-6" 5'-0" 6'-0" T-6" 9'-6" 9'-6" 10'-6" �/ Southold, N.Y. 11971 STRUCTURAL RIDGE HURRICANE CLIPS SEISMIC / HURRICANE TIE 100C 1'-0" V-6" 2'-0" 2'-6" T-0" 4'-0" 6'-6" 1'-0" 2'-0" 2-6" 3-6" 5'-0" 5'-6" T-0" CATHEDRAL CEILINGS FOR RAFTER SPANS UN DER 24'-0"=TIES FOR ROOF RAFTER OVER 24'-0"-PROVIDES 300C 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" 5'-6" 9'-0" 1'-6" 2'-6" 3'-6" 4'-6" 7'-0" T-6" 9'-0" /fi TOP PLATES TO ROOF RAFTERS FCR TENSION FOR WOOD-TO-WOOD CONNECTIONS 400C 1'-0" 2'-0" 3'-0" 4'-0" 5'-6" 6'-6" 9'-6" 3'-0" 4'-0" 5'-0" 6'-6" 9'-0" 9'-0" 10'-0° Consultants: LSU26-2x6 TENSION CORD CONNECTION. FOR WOOD TRUSSES AND JOISTS / . LSU28-2x8,2x10,OR 2x12 130 1'-0" 1'-0" V-6" 2'-0" T-0" 3-6" 5'-0" 64" 8'-6" 1'-0" 2'-0" 3-0" 4'-0" 6-0" T-6" 10'-0" 10'-0" 11'-6" 250 1'0" 1'0" 1'-0" 1'0" 34- 4'-0" 6'-6" T-0" 10'-0" 1'0 1' " -0" 2'-0" 4'-6" T-0" 8--6-1 10'-6" 10'-6" 12-0" CS 20x18"MIN.W/(7)IOD COMMMON NAILS 350 1'-0" V-10" 1'-0" 2'-6" 4'-0" 5'-0" 7-6" &-0" 11'-0" 1'-0" 1'-0" 3-0" 5'-0" T-6" 9'-0" 10'-6" 11'-0" 12'-0" ROOM PER RAFTER INSTALLED OVER PLYWOOD VARIES -NOTE:HIPS TO BE DOUBLE 550 1'-0" 1'-0" 2'-0" S-13" 5'-6" 6'-6" 8'-6" 9'-0" 12'-0" 2'-6" 4'-0" 5'-6" T-0" 9'-0" 10'-0" 12'-0" 12'-0" 13'-0" F1 1DOC 1'-0" 1'-0" V-0" 1'-0" 2'-0" 2'-6" 3-6" 4'-0" T-0" 1'-0" T-0" 2'-0" T-0" 4'-0" 641 T-0" T-6" 9'-0" 300C 1'-0" T-0" V-6" 2-6" S-6" 4'-0" 54" 6-0" 10'-0" 1'-0" T-6" 3-0" 4'-0" 5'-6" T-0" 9'-6" 10'-0" 11'-6" 400C 1'-0" 1--0" 1'-6" 3'-0" 4'-6 5'0" T-0" 8'-0" 11'-0" 2'-0" 3'-6" 4'-6" 6'-0" 8'-0" 9'-6" 11'-0" 11'-0" 12'-0" ° ° "HCP"HIP TIE If'' 130 T-0" V-0" V-0" V-0" V-6" 2-6" 3-6" 4'-0" 5-6" T-6" 1'-0" 1'-0" 2'-6" 3'-6" 5'-O" 6-0" 10'-6" 10'-6" 12'-0" 13'-0" TYPICAL SOFFIT ICE SHIELD D E TA I L (6)10D X 1112"TO RAFTERS �I 250 1'0" 1'0" 1'-0" 1'-0" 1'0" 1'-0" 3'-6" 4--0" T-0" 9'-6" 1'0" 1'-0" 1'-0" 2'-0" 5'0" T-0" 11'0" 11l-0" 12'-0" 13-6-1 ° ° ° N, (6)10D X 1112"TO PLATES j ill 350 1'0" 1'0" 1'-0" 1'-0" 1'-0" 2'-6" 1 5'-0" 5'-6" 8'-6" 10'-6" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" T-6" 11'-6" 11'-6" 12'4" 13'-6" FRAMING, INSULATION,AND ASSEMBLY TO FOLLOW PLANS AND SECTIONS ° fill 550 1'-0" T-0" V-0" V-6" 3'-6" 4'-6" 1 T-0" T-6" 10'-0" 12'-0" 1'-0" 2'-6" 4'-6" 6'-0" 8'-6" 9'-6" 13'-0" 13'-0" 14'-0" 15-0" DETAIL IS FOR NON-INSULATED ATTICS. FOR INSULATED ATTIC OR TRAY CEILING, SEE BUIDLING SECTIONS. H8 TOP PLATE ,,li�i 100C 1'-0 1-0 1-0" 1-O" 1-0' 1'-0" 2'-6' 2'-6" 41-01, 5-6 1'-( 1-0' 1'-0" 2'-0" 3-6" 4-6" T-0' T-6' 9'-0' 10-6" I SCALE : 1"=1'-0" TO STUDS 300C T-0" 1'-0" 1-0' 1-0" 2-0" 2-6 4'-0 4'-6' 6'-6 8' 400C 1'-0" 1'-0" 1'-0" 1'-0" 9'-r, 2„ 4„ 6." 8." 10" 12." 1434„ 164, 2." 4„ 6." 8." 10" 12" 144" 1634" RIDGE HIP CONNECTION RAFTER TIE DOWN DETAIL 350 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" T-6" 13'-0" V-0" 1'-0" 3'-0" 8'-0" 13'-0" 15-0" 17'-6" ROOF FINISH SIMPSON STRONG TIE NOTE:INSTALL @ ALL HIPS WHERE APPLICABLE 550 1'-0" 1'-0" T-0" 3-6" 6'-6" 10'-0" 15'-0" T-0" 2'-0" 6-6" 10'-6" 14'-6" 16'-0" 18'-0" WITH CEILING COLLAR TIES @ 16"O.C. 300C 14" 1'-0" T-0" 2'-0" 4'-0" 6'-0" 11'-0" 1'-0" 1'-0" 3-0" 6-6" 10'-6" 13'-0" 16-6" 304 BUILDING FELT CS-20x18"MIN.WITH(7)IOD COMMON NAILS 400C 1'-0" 1'-0" T-0" 2-6" 5'-6" 8'-0" 13-6" 1'-0" 2'-0" 5'-6" 9'-0" 13'-6" 15'-0" 17'-0" PER RAFTER INSTALLED OVER PLYWOOD 350 1'-0" 1'-0" 1'-0" T-0" 2-6" 6'-0" 10'-0" 14'-6" 1'-0" T-0" V-0" 6-0" 11'-6" 15'-0" 1T-6" 19'-6" 550 1'-0" 1'-0" 1'-0 3' " T-0" -6" T-0" 12'-0" 16'-0" 1'-0" 1'-0" -0'4'0" 9'-0" 14' 174" 18'-6" 19'-6" 34"APA R 300C 1'-0" 1'-0" 1'-0" 1'-0" T-O" 5'-0" 8'-0" 12'-0" 1'-0" 1'-0" T-6" 5'-0" 9'-0" 12'-6" 16'-6" 19'-0" \\ USE EVERY OTHER NAIL HOLE 400C 1'0" 1'0" 1'0" 1'-0" 3 0" 6'-0" 10' 0" 14'.6" 1'0" V-0" 4'-0" 8'-0" 12'6" 16'0" 18'0" 20'0" 5." IT IN A ROW TO PROVIDE THE I `E"G'" • Leave Y8"web at to and bottom of hole. DO NOT cut joist flanges. \ CODE REQUIRED MINIMUM P 1 9 LENGTHo CENTER-TO-CENTER SPACING • Table is based on uniform load tables in current design literature. FOR NAILS. • For simple span(5 foot minimum) uniformly loaded joists not requiring commercial ` concentrated loads,one maximum size round hole may be located at the center of the ' fl HRC44 HIP RIDGE CONNECTOR SPANK joist span provided no other holes occur in the joist. S"" �`�� PRE-CRIMPED END I!/ (24)16D INTO RIDGE TOP FLANGE FACE-MOUNT tf p p � � (6)16D INTO EACH HIP CS20 COILED STRAPS M� �5 OR LSTA30 BY SIMPSON VALLEY FLASHING HIP TO RIDGE CONNECTOR JOIST HANGERS TYP. ALLOWABLE HOLES - Beams and Headers 11 G 8 F40 JOIST CONNECTORS(IN WIDE VARIETY OF SIZES) LENo1H 7"PROVIDE MINIMUM 2x diameter of the largest hole(minimum) ROOF RAFTERS 8 END DISTAMCE. depth EQUAL NUMBER SPECIFIED NAILS OF o Fo O Allowed hole zone o 0 2 TYPICAL VALLEY FLASHING D ETA I L IN EACH END. o %depth o o FRAMING, INSULATION,AND ASSEMBLY TO FOLLOW PLANS AND SECTIONS DETAIL IS FOR NON-INSULATED ATTICS.FOR INSULATED ATTIC OR TRAY CEILING, jl� I SEE BUIDLING SECTIONS. Y span Allowed hole zone %span SCALE : 1"=1'-0" FLOOR TIE ANCHOR Cut only round holes and PROVIDES FLOOR-REFTO-FLOOR IM TENSION onlyin the center of beam O ° i` ' CONNECTION EQUIR ENTS SON ROUND HOLE CHART ,, FOR NAILING REQUIRMENTS IF ATTIC IS NOT INSULATED OR BATT-INSULATION IS USED, H8 TOP PLATE TO STUDS BEAM DEPTH MAXIMUM ROUND • For uniformly loaded beams only. PROVIDE A CONTINUOUS RIDGE VENT. HOLE SIZE RIDGE VENT NOT REQUIRED IF CLOSED-CELL INSULATION IS USED. Seal: 44" 1" • Rectangular holes are not allowed. RIDGE VENT INSTALL AS PER RIDGE,SEE PLAN FOR SIZES 5%" 1 4" MANUFACTURER'S 7%"to 20" 2" 1 • Holes in cantilevers require additional SPECIFICATIONS ROOF FINISH(SEE PLANS) POST TO JOIST CONNECTION STUD / TOP PLATE CONNECTION 2"X4"WOOD STUD See illustration for Allowed Hole Zone analysis. 16"O.C.TYP. ' 4"APA RATED MIN. 1' AIR GAP ! i ,� � PLYWOOD SHEATHING �( ® 2"X4"ACQ SIMPSON L3TA 20 GAGE RIDGE STRAP- #30 BUILDING FELT 'i `_ �� C, NAILING: / � c o/�� ILL PLATE ALL ROOF RAFTERS EDGES:6'ON CENTER 2 x 6 TIE @ EACH RAFTER IN VIEW OF ' FIELD: 12 ON CENTER .-�;. - � �� " SIMPSON STHD8 STRAP METAL HOLD- NAILING IN SHADED ( DOWN STRAP AREAS: 4 FEET ICE SHIELD UNDER-LAYMENT REQUIRED WIDE FROM WALL 36"FROM EDGE / ROOF RAFTERS,SEE \ �" , , �� 03" 1'1 ®� SILL PLATE ANCHORS / EDGE OR RIDGE DRAWINGS FOR SIZE NOT INCLUDING o , SLAB ON GRADE OVERHANGS): 0 A �\ l• ANCHORS SILL PLATE AND STUD EDGES&FIELD. 6 TO CONCRETE SLAB 8 \ 1 OVERHANGS ALTERNATE POSITION OF HURRICANE 3 RIDGE VENT DETAIL S Simpson ° ° CLIP USE SIMPSON 1B FRAMING, INSULATION,AND ASSEMBLY TO FOLLOW PLANS AND SECTIONS 9 ° NAILING FOR WALL DETAIL IS FOR NON-INSULATED ATTICS. FOR INSULATED ATTIC OR TRAY CEILING, Strong-Tie � ° ° � SEE BUIDLING SECTIONS. MSTI ° SHEATING: Simpson Strong-TieABA44 EDGES: 6'O.C.FIELD: 12' O.C. SCALE : 1"=1'-0" No. Date Submission / Revisions JOIST TO JOIST CONNECTION POST TO SLAB CONNECTION 2.14.23 D.O.B. FILE SET SIMPSON H HURRICANE CLIP ROOF & WALL SHEATHING ATTACHMENT DIAGRAM NAILED FROM RAFTER TO STUD. TYPICAL ALL RAFTERS 5-8d 274"WOOD STUDS @ 16"O.C. 2"X4"WOOD NAILS EACH END PROVIDE Sd COMMON NAILS @ 4'-0"AT 2"X4"SILL PLATE CORNER TYP. EXTERIOR EDGE OF ALL SHEATHING 3/4"T&G PLWOOD SUBFLOOR -� APA RATED PLYWOOD TO EXIST.FOUNDATION WALL 12"DEMBEDMENT INTO NEW RIM JOIST �;- LAG BOLT OR THROUGH BOLT PLATEEXTEND TO TOP OF TOP FOUNDATION b OPTIONAL WASHER 2"x4"SILL PLATE WALL STRAPS SIMPSON CS20 COIL WIND - BORNE DEBRIS PROTECTION FOR OPENING a = " ; STRAP EVERY OTHER STUD NAILED FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS x �. z W/1 DD BOX NAILS IN ACCORDANCE (MAXIMUM MEAN ROOF HEIGHT:35') W/TABLE 3.6A WFCM _ SIMPSON HD5A METAL SHUTTER ASSMBLY 4 (2)2"X6"ACQ BASE PLATES u HOLD-DOWN OR UPLIFT ANCHOR N.T.S. FOR PANEL SPANS:0<44'WIDE SPAN THREADED ROD THROUGH FLOOR 52"(4")APA SPAN-RATED 24 SHEATING GRADE PLYWOOD CONCRETE OR CMU FOUNDATION WALL STRUCTURE OR ANCHOR BOLT INTO 12" 12" FOUNDATION (OVERLAP AROUND OPENING 4") Project Address: ASSEMBLY: ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING W/#10x3"(w/ DRILL AND ANCHOR REINFORCING BARS METAL HOLD-DOWN / WASHERS)GALV.OR STAINLESS STEEL WOOD SCREW @ 16"O.C. PLYWOOD SHEATHING TO OVERLAP BOX W/HILTI-HIT HY20 ADHESIVE ANCHORING SYSTEM ALTERNATIVE FASTENERS FOR SHUTTER TO BUILDING, BEAM-TOP&BOTTOM W/SCREEN TUBES.USE 2"MIN.EMBEDMENT 850 BAY HOME ROAD SILL PLATE ANCHORS UPLIFT ANCHORS #10 TEE BOLT 12"O.CTOBLDG.wI#10x12'(w/WASHERS) MACHINE BOLT @ 12"O.C. V ANCHORS SILL PLATE AND STUD TRANSFERS TENSION LOAD BETWEEN FLOORS: TYP.P. D 0 W E L DETAIL @ F O U N DATION WALL S 0 U T H 0 L D N .Y. 119 71 TO CONCRETE OR CMU FOUNDATION TIES STUDS/POSTS TOFOU4DATION SHUTTER ASSEMBLY SIMPSON MS52712"WIDE 20 GAGE _ WALL N.T.S. MOLTIPLESECTIONASSEMBLY,J" METAL STRAP @ 48"O.C. 4 SCALE: 1Y2"=1'-0" FOR PANEL SPANS 4'OR WIDER SPAN THICK BOLTS®2'O.C. 5a"APA SPAN-RATED 24 SHEATHING GRADE PLYWOOD DOUBLE TOP PLATE (OVERLAP AROUND OPENING 4") 2x4 STRONG BACKS @ 24"O.C. Date: 2.14.23 ASSEMBLY ° . Project No: 21.002 1)PRE ASSEMBLED PLYWOOD TO 2x4's,#10X3"(w/WASHERS)GALV.OR 2'-0" Scale: AS NOTED o o. d HOLE EDGE STAINLESS STEEL WOOD SCREW @ 12"O.C. ° ° a z HOLE DIAMETER 2 ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/#100" wl I Drawn By: JC a DISTANCE>518" DISTANCE>518" ) ( ° \ �„ WASHERS)GALV.OR STAINLESS STEEL WOOD SCREWS @ 16' O.C. I. Dwg. Title: ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING, — — — — A- STUD O HOLE EDGE<215d #10 TEE NUTS ATTACHED TO BLDG.w/#1 Ox 12"(wl WASHERS) 4-2d NAILS — — — — — — — — — v. w SINGLE STUD \� ° ° a r MACHINE BOLT @ 12"O.C. �\ � NOTCH DEPTH GENERAL PROJECT o PLATE <114d HOLE DIAMETER<315d "!' t SIMPSON MST2712"WIDE-20 GAGE DOUBLE STUD WINDOWS GLAZING OPENING METAL STRAP @ 48"O.C. \ \ q PROTECTION IS REQUIRED FOR ALL GLAZING AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. 3-#4 TOP AND BOTTOM - - - - - - - --- DETAILS � \ a, a 1/4 JOIST DEPTH,MAX. C ' CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE NAIL SHEATHING TO SILL PLATE 8d NAILS ° t I . MENTIONED WINDOWS.PANEL TO BE PRECUT TO FIT OVER WINDOW WITH @ 4"O.C. \ ° 2"MIN. �j � — I — I` HARDWARE PROVIDED.FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW \ - - 113 JOIST DEPTH,MAX. JACK POSTS,HEADER&SILL PLATE.PANELS TO BE MAINTAINED ON SITE. ° a 8 \ ° a d o Dwg. No.: 116 JOIST DEPTH,MAX. LABEL LOCATIONS ON EACH PANEL 2-#5 REBAR 2 x 6 SILL PLATE ACQ TREATED — — = — STUD NOTCHING/BORING LIMITS SOLID SAWN JOIST AND RAFTER NOTCHING AND BORING LIMITS SEE FOUNDATION e"X12"A.B.@48"O.C.W/FENDER STEP FOOTING DETAIL _. - . _.- DWG. FOR DESIGN ° WASHER 5 SCALE: 1"=1'-O" HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH SCALE: N.T.S. Page: 05 OF 15 Architect: 2CURTISS A.D. A too James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 0 Mineola, N.Y. 11501 718,702.7354 jcurtissarch@gmail.com 97' 10° www.curtissad.com 15'-2" 82'-821' 6"x6"P.T.WOOD POST ON 33'-8" 154" 33,_82„ Owner: 18"0 POURED CONCRETE 1'-0" 31'8" FOOTING @ MIN.3'-0"BELOW 1'-0" 31'-82" 1'0' Johnny Donadic 1'-0° 22 850 Bay Home Road GRADE,TYP.FOR ALL CONDITIONS 11'-3" 11'-2" 9'-4" 11'-2" 15'-10" 15'-10' _ Southold, N.Y. 11971 40. 1 LINE OF STEPS 2 2 A 202 ABOVE,TYP. A 201 A 202 Consultants: 3-1 a"x 11/"LVL — 3 3 7 — 3 7 — — — — 13/4" 7 + — 3 n 3-1/"x 11/"LVL 3 1/"x 11/"LVL 3 1/' x 11/"LVL 3 x 11/' LVL 3-1/ x 11/"LVL � I J J m o X BOLTED TO FOUNDATION WALL W! — — _ Y"THRU BOLTS STAGGERED, o M °; J � o N TYP.ALL CONDITIONS — II II _ _L u 3 13/"X 11% LVL v p T '. }4 — X _ u.f X N - > N 12"POURED CONC,FOUNDATION WALL W/ X X #5 REBAR @ 12"O.C.,HORIZ&VERT. of m 4'-0"x V-0"POURED CONCRETE FOOTING Wl co 3 1%"x 11%"LVL 3 1%"x 11%"LVL 3 13/"x 11%"LVL _ _ I _ ' OW EXISTING D 1:;.. � ¢ 5-#5 CONTINUOUS REBAR OWN ••, I B.O.FOOTING MIN.3'-0"BEL E NG GRA E. X x ALL B.O.FOOTINGS TO ALIGN <�a. .< > I 2"x 12"P.T.LEDGER �r, 15 1" 15'-1" FOR WOOD RIDGE-PROVIDE 3-2"x8"P.T.WD.POST rn cin V) BOLTED TO FOUNDATION WALL W/ FOR STEEL RIDGE-PROVIDE 6 0 STEEL POST X Y Uo Y Uo %"THRU BOLTS STAGGERED, Y Uo 11%"TJI PRO 560 (c� _ LINE OF WALLS ABOVE,TYP. o X w N LINE OF FOOTING,TYP. w TYP.ALL CONDITIONS w w ' ' 16"O,C. "' X E0. X EQ. N ! 11 s"TJI PRO 560 `o N N N L � 16 O.C. LINE OF WALLS ABOVE,TYP. 15'-1" 1'�6" 15'-1" •- �•s III -� �N N 2 I = I " M I �� 3-13 "x 11 Y8"LVL _ 3-1%"x 11%"LVL — — — — — " 3-1 a"x 11%"LVL co i _N I 12"POURED CONC.FOUNDATION WALL WI #5 REBAR @ 12 O.C.,HORIZ&VERT. F GENERAL FOUNDATION AND FOOTING NOTES: 4'-0"x V-0"POURED CONCRETE FOOTING W/ •.. ' CRAWLSPACE 5 #5 CONTINUOUS REBAR U B.O.FOOTING MIN.3'-0"BELOW EXISTING GRADE. 2"CONCRETE RAT SLAB W/ Lo 1. WHERE NEW FOUNDATION WALLS ARE NOT ONE CONTINUOUS ALL B.O.FOOTINGS TO ALIGN ¢ < . Y 6x6 W2.9xW2.9 WWF, POUR OR WHERE THE POUR IS INTERRUPTED, FOUNDATION I I `- !I `: 1"CLEAR FROM TOP OF SLAB ON WALLS NEED TO BE SECURED WI#4 REBAR @ 12 O.C.(VERT)SET o IN NON-SHRINK GROUT, BOTH SIDES, ? _ X I 2"RI GID NSULATIOON ON BARRIER ON TYP,ALL CONDITIONS,SEE DETAIL 4/A-005.00 CPN ' � .,° "' I 6"GRAVEL BASE ON WELL TAMPED SOIL b 2. PROPOSED B.O,FOOTINGS TO ALIGN WITH EXISTING B.O. FOOTINGS. " 2"x 12"P.T.LEDGER I 8"TYP. ! o *. I F-1 > STEP FOOTING AS NECESSARY,TYP.ALL CONDITIONS. BOLTED TO FOUNDATION WALL W/ i)'.. I J Q SEE DETAIL 5/A-005.00 M ' %"THRU-BOLTS STAGGERED, 11 TJ TJI PRO 560 _ I i N TYP.ALL CONDITIONS 16"O C `r ( ;•I. 2' x 12"P.T.LEDGER r I BOLTED TO FOUNDATION WALL W/ —i 1 ( I ! %"THRU-BOLTS STAGGERED, • ALL EXTERIOR WOOD AND WOOD IN CONTACT WITH CONCRETE A_3Q0 : :ja. :^ � TO BE PRESSURE TREATED — 1 TYP.ALL CONDITIONS • ALL B.O.SPREAD FOOTINGS TO ALIGN I o Seal: > m F • CRAWLSPACE ACCESS LOCATED IN MECHANICAL ROOM `� — FLOORS AS PER R408.4, MIN 24"x18 OPENING. CRAWLSPACE Crr 2"CONCRETE RAT SLAB W/ X X o o i I co co 6x6 W2.9xW2.9 WWF, > — — —� ¢ — 18"x 18" POURED CONCRETE PIER W/ 1 CLEAR FROM TOP OF SLAB ON Cl) 11/ TJI PRO 560 a _ = c� _ _ 11/ TJI PRO 560 �� _ i I CSI '� W o .N �— 4-#4 REBAR ON 8 6 MIL.POLY,VAPOR BARRIER ON 16"O.C, N _I .-I.- 16"O.C. C �Tj e '.. 2"RIGID INSULATION ON X X "' "' X X 14'-0"x 4'-0"x V-0"POURED CONC.FOOTING WI =N � ' Spy 2"x12' DECK.JSTS @ 6"GRAVEL BASE ON WELL TAMPED SOIL TYP. ° —~ _� =N CRAWLSPACE I 5-#5 REBAR EACH WAY I �' 1 12"O.C. ACCESS HATCH Jo as TYP.FOR 3 ti A 201 EXISTING FOUNDATION f< - F15 N __ N J `� ( P — 7:1 _ \� i 'r �l � � rXX N 1a -N 11/"TJI PRO 560 (a0) x I � i r j I r 16"O.C. ' 8"POURED CONC.FOUNDATION WALL WI �' I ( I I `' 8 x 16"POURED CONCRETE PIERW/ ( � o I #4 REBAR @ 12"O.C.,HORIZ&VERT. > a 2-#4 REBAR ON Ll m -' `t 4'-0"x 4'-0"x 1'0"POURED CONC.FTG.W/ 4'-0"x V-0 POURED CONCRETE FOOTING W/ / 2 2 { 18-7" I 15 #5 CONTINUOUS REBAR { �� 5 #5 REBAR EACH WAY,TYP FOR 3 I X X 8.0.FOOTING MIN.3'0"BELOW EXISTING GRADE. s 7 I I co -IS ALL B.O,FOOTINGS TO ALIGN 3-1/a"x11/8"LVL u, .. , I _ — _ I I - I UNEXCAVATED I — 8"x 16"POURED CONCRETE FOOTING W/ 8"TYP' ° 4_CQNCRETE SLAB_W/-6x6-'N2.9�WZ2_W 3 #4 CONTINUOUS REBAR ' I 6 MIL.POLY.VAPOR BARRIER ON s WELL TAMPED S01 3 0 d 3-1/"x 11/"LVL B.O. FOOTING MIN.3-0"BELOW EXISTING GRADE. .: _ A,'.; SE 0 No. Date Submission Revisions 11/ TJI PRO 560 Cad 6"GRAVEL BA W L — 2'- b 0 -- — ALL B.O.FOOTINGS TO ALIGN I I I N 15'-4" 21 4-:: 1 p �r X i W 16"Q.C. 2.14.23 D.O.B. FILE SET a � r�N ✓ SEE NOTE#2 I N I N - -- —4 1 3.29.23 GENERAL i X _ I I UNEXCAVATED , . _ AL REVISIONS SEE NOTE#1 I I or< ': o %.77LINE OF WALLS ABOVE,TYP. m ( — — — — — — FOR WOOD RIDGE-PROVIDE 3-2"K8"P.T.WD.POST 8"POURED CONC.FOUNDATION WALL W( 4 �r >e X I FOR STEEL RIDGE-PROVIDE 6"0 STEEL POST - 8"POURED CONC.FOUNDATION WALL W/ #4 REBAR @ 12' O.C.,HORIZ&VERT.ON I o I I#4 REBAR @ 12"O.C.,HORIZ&VERT.ON z z 4'-0"x 1'0"POURED CONCRETE FOOTING W/ =1N I `'' (8"x 16"POURED CONCRETE FOOTING W/ ;, 13 10" -b"J4" T 6" `�u 3-#4 CONTINUOUS REBAR 1 rN z o 5-#5 CONTINUOUS REBAR r- 18"x 18" POURED CONCRE E PI R W/ B.O.FOOTING M1N.3'0"BELOW EXISTING GRADE. c° o B.O.FOOTING MIN.3'-0"BELOW EXISTING GRADE. "� — ( 4-#4 REBAR ON r ALL B.O.FOOTINGS TO ALIGN 1 0" <c — ALL B.O.FOOTINGS TO ALIGN i 4'0"x 4'-0"x 1'0" f o EXISTING MECHANICAL ROOM I — — I �� POURED CONC.FO To I G i 1 CRAWLSPACE W/5-#5 REBAR , a "� — UNEXCAVATED . . . � ,, .:• . ..... ., ACCESS HATCH --- - .r1 ,.. _ 2.9 WWF ON : AC#wAY —�Y2— STEP — .. �'.. . , — P--FOR ; 4"CONCRETE SLAB W/6x6 W2 9 x W FOOTING — OR BARRIER ON = _ SEE NOTE#2 u — 6 MIL POLY VAPIt 9 6"GRAVEL BASE ON WELL TAMPED SOIL O I { •�' N N N (-- - - J 2 0 _ ¢ r Project Address: A 300 � 0 ~I °� ( �, I 4' " G. --" UNEXCAVATED �I" I I I X X 'n A-300 _ \ > a 11%"TJI PRO 560 (0) z c� p F_ I — N _ \ 16"O.C. ihN ! — 4'-0"x V-0"POURED CONCRETE FOOTING W/ w i I I 850 BAY HOME ROAD `o XFOOTWG MIN 3ROBBELOW EXISTING GRADE. �ao . . . , t. 1 POURED NC-F-0UN9ATIE)N WALL LL Q o I ALL B.O.FOOTINGS TO ALIGN O o c� S E NOTE#2 = W/#5 REB Rl@ 12"O.C., HORIZ&VERT. M I ��' ( I I °o z o „ „>b SOUTHO , N .Y. 11971 L— — — = 4'-0 x V-0 P URED CONCRETE FOOTING o SEE NOTE#1 `q> W/5 #5 C N INUOUS REBAR I i X EXISTING CRAWLSPACE = I, N LU B.O.FO N MIN.3'0"BELOW EXISTING GRADE_ FOOTINGSJO ALIGN �� o 0 „ 10 POURED CONC FOUNDATION WALL. Date' - L 21423 - ' #5 REBAR 12"O.C.,HORIZ&VERT. - I I • I - } i Project N o• 2 _ _ 1.002 4'0"x 1'0 POURED CONCRETE FOOTING W! J B.C.FOOTING MINS -0" AR BE —= Scale: AS NOTED Cot L B.O.FOOTING MIN.3'-0"BELOW EXISTING GRADE. ALL B.O.FOOTINGS TO ALIGN Drawn By: 3C -4 I Dwg. Title: 4 L2N r — J I— I- - -I I— — - - - — — - - - - - - — - - — - - - - — - - - - - - - — - - - - - - ,;. •s 8"POURED CONC.RETAINING WALL W/ — — — FOUNDATION PLA 3'9"All 6'-0" 4'-2" #4 REBAR @ 12"O.C.,HORIZ&VERT. EXISTIN ' HOUSE 8"x 16"POURED CONCRETE FOOTING W/ 3-#4 CONTINUOUS REBAR B.O.FOOTING MIN.3'-0"BELOW EXISTING GRADE. 15'-2" 1'0" 24'-2" ALL B.O.FOOTINGS TO ALIGN 0" 24'-4" p" 7'_g^ 26'-2" 22'-10" 26'-0" Dwg. No.: 90'-2" EXISTING PROPOSED - 1 2 2 A 202 A 201 A-202 FOUNDATION PLAN 1 1 A-200 SCALE:4"= 1'-0" Page: 06 OF 15 TABLE R602.3(1) FASTENING SCHEDULE -as per the 2020 International Residential Building Code- New York State Architect: NUMBER AND TYPE NUMBER AND TYPE C U RT I S S A.D. 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 DOOR SCHEDULE VERIFY WITH OWNER ALL TYPES, SWING, AND SIZES WINDOW SCHEDULE James Curtiss, R.A. ROOF FLOOR 1527 Franklin Avenue- Ste. 306 4-8d BOX:(2%"x 0.113")OR 4-8d BOX(2%"x 0.113")OR SWINGING DOORS TAG UNIT DIMENSIONS TYPE REMARKS Mineola, N.Y. 11501 1 BLOCKING BETWEEN CEILING JOISTS 3-8d COMMON(22"x 0.131")OR TOE NAIL 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(22"x 0.131")OR TOE NAIL LOCATION A 14'-8"x 9'-32"* PICTURE 3 DIVIDED LITES OR RAFTERS 3-10d BOX(3" 3"x 0.128");OR � TAG SIZE FROM To MAT. FRAME SILL HWARE REMARKS 718.702.7354 34"x 0.131"NAILS 3-3"x 0.131"NAILS �2 14'-8"x 9'-3%2'* PICTURE 3 DIVIDED LITES jcurtissarch@gmaii.com 4-8tl BOA:(2%"x 0.113")OR 8d BOX(2%"x 0.113") 4"O.C.TOE NAIL www.curtissad.com 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(22"x 0.131")OR 22 / RIM JOIST,BAND JOIST OR BLOCKING TO t 3-10tl BOX(3"x 0.128");OR PER JOIST,TOE NAIL SILL OR TOP PLATE(ROOF APPLICATIONS ALSO) 8tl COMMON(2 "x 0.131")OR O 5'-0"x 7'-0" HALL CLOSET 3'-0"x 5'-0" CASEMENT © 3-3"x 0.131"NAILS 10d BOX(3"x 0.128");OR 6"O.C.TOE NAIL Owner: 3"x 0.131"NAILS 2'-6x T-0MUDROOM BATH 3 3 " " © T-0"x 6'-0" MEETS EGRESS CEILING JOIST NOT ATTACHED TO � Johnny Donadic PARALLEL RAFTER,LAPS OVER PARTITIONS 4-10d BOX(3"x 0.128")OR 3-8d BOX(2%"x 0.113")OR 3 [SEE SECTIONS 802.3.1:R802.3.2 AND 3-16d COMMON(32"x 0.162")OR FACE NAIL 2-8d COMMON(22"x 0.131")OR �4 3'-0"x T-0" MUDROOM MECH. MTL. MTL. FIREPROOF SELF-CLOSING So�D 3'0"x 8'0" PICTURE Bay Home Road TABLE R802.5.1(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 Southold, N.Y. 11971 2 STAPLES,1"CROWN,16ga., O 2'-6"x T-0" HALL BATH 4 OE Z-0"x 4'-6" CASEMENT 1/ LONG Consultants: CEILING JOIST ATTACHED T s �� PARALLEL RAFTER(HEEL JOINT) TABLE R502.5.1(9) FACE NAIL 4 SEE SECTIONS 802.3.1,R802.3.2 AND t , 6 OF 2 2'0"x 5'0" CASEMENT [ 3-16d BOX(3/'x 0.135")OR O 3'-0"x 7'-0" HALL MECH MTL. MTL. FIREPROOF SELF-CLOSING TABLE R802.5.1(9)] 24 2"SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON(32"x 0.162") BLIND AND FACE NAIL COLLAR TIE TO RAFTER,FACE NAIL OR 4-10d BOX(3"x 0.128")OR FACE NAIL 3-16tl BOX(3/"x 0.135")OR O 2'-8"x 7'-0" HALL BED 4 © 5'-0"x 9'-0" PICTURE 5 t 1y4"x 20ga.RIDGE STRAP TO RAFTER. 3-10d COMMON(2/"x 0.148")OR EACH RAFTER 25 2"PLANKS(PLANK&BEAM-FLOOR&ROOF) 2-16d COMMON(32"x 0.162") AT EACH BEARING,FACE NAIL OH V-0"x 9'-0" PICTURE 4-3"x 0.131"NAILS O Z-8"x T-0" HALL BED 3 3-16d BOX NAILS(3)/2"x 0.135")OR 3-16d COMMON(3%z'x 0.162")OROI 5'-0"x 2'-6" PICTURE 3-10d COMMON(3"x 0.148")OR 2 TOE NAILS ON ONE SIDE AND 4-10tl BOX(3"x 0.128");OR 7-8"x T-0" HALL SUITE 2 6 RAFTER OR ROOF TRUSS TO PLATE4-10d BOX(3"x 0.128");OR 4-3"1 TOE NAIL ON OPPOSITE SIDES 26 BAND OR RIM JOIST TO JOIST x 0.131"NAILS;OR END NAIL 4-3"x 0.'131"NAILS OF EACH RAFTER OR TRUSS 4-3"x 14 ga.STAPLES,%6"CROWN 10 2'-6"x T-0" HALL BATH 2 O 4'-0"x 8'-0" PICTURE 3-16d COX NAILS(32"x 0.135")OR NAIL EACH LAYER AS FOLLOWS: 4-16d BOX (3"x 0.148")OR 11 2'-8"x T-0" HALL SUITE 1 K 6'-0"x 1'-6" PICTURE 4-10d BOX(3"x 0.128");OR TOE NAIL 20d COMMON(4"x 0.192")OR BOTOTOM AND STAGGERED ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-3"x 0.'131"NAILS 12 2'-4"x T-0" SUITE 1 W.I.C. 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 MIN,2"RIDGE BEAM 3-16d BOX NAILS(32"x 0.135")OR 27 2-INCH LUMBER LAYERS 3"x 0.131"NAILS STAGGERED ON OPPOSITE SIDES. 13 Z-6"x T-0" SUITE 1 BATH 1 EXTERIOR D00R SCHEDULE 2-16d COMMON(3"x 0.162")OR 3-10d BOX(3"x 0.128");OR TOE NAIL AND: 14 2-3-0"x T-0" GARAGE STORAGE MTL. MTL. FIREPROOF SELF-CLOSING TAG UNIT DIMENSIONS TYPE REMARKS - VIEWED FROM EXTERIOR 3-3"x 0.'131"NAILS 2-20d COMMON(4"x 0.192")OR FACE NAIL AT ENDS AND AT EACH SPLICE 3-10d BOX(3"x 0.128");OR D.1 14'-8"x 9'-3%2'* 3 DIVIDED LITES WALL 3-3"x 0.131"NAILS 4-16d BOX(3)/2"x 0.135")OR 0'-0"x 8'-0" SLIDING ACTIVE-PASSIVE 16d COMMON(3)/2"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 Al/ \ POCKET DOORS 8 STUD TO STUD(NOT AT BRACED WALL PANELS) RAFTERS 4-10d BOX(3"x 0.128");OR 10'-0"x 8'-0" PASSIVE-ACTIVE 10d BOX(3"x 0.128");OR 4-3"x 0.131"NAILS O 3"x 0.13""NAILS 16"O.C. FACE NAIL D.3 =- 16d BOX(32"x 0.135")OR 12"O.C.FACE NAIL 29 BRIDGING TO JOIST 2-10d BOX(3"x 0.128") EACH END,TOE NAIL p,2 3'-0"x T-0" MUDROOM LAUNDRY D.4 10'-0"x 8'-0" ACTIVE-PASSIVE STUD TO STUD AND ABUTTING STUDS AT 3"x 0.13'1"NAILS SPACING OF FASTENERS D.5 10'-0"x 8'-0" PASSIVE-ACTIVE 9 INTERSECTING WALL CORNERS NUMBER AND TYPE P.3 2'0"x 7'0" MUDROOM WINE ITEM DESCRIPTION OF BUILDING ELEMENTS KITCHEN PANTRY a,b,c U.6 14'8"x 9'32"* OUTSWINGING 3 DIVIDED LITES-CENTER OPERABLE DOOR (AT BRACED WALL PANELS) OF FASTENER EDGES Intermediate h supports c, 16tl COMMON(3/ x 0.162") 16"O.C.FACE NAIL (inches) Pp e 2-0 P.4 "x 7'-0' (inches) P.5 2'-0"x 7'-0" BATH 4 WC D.7 10'-0"x 8'-0" SLIDING ACTIVE-PASSIVE 16d COMMON(32"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 D.8 10'-0"x 8'-0" PASSIVE-ACTIVE 10 2"SPACES) P.6 2'-0"x 7'-0" BATH 1 WC 16d BOX(32"x 0.135") 12"O.C.EACH EDGE FACE NAIL [SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] 3'-0°x 7'-0° 5-8d BOA:(2%"x 0.113")OR 6d COMMON(2"x.0.113") SLIDING DOORS D.9 11 CONTINUOUS HEADER TO STUD 4-8d COMMON(22"x 0.131")OR TOE NAIL 30 8"-2" nail(subfloor,wall)' 6 12f T-0"x T-0" OUTSWINGING 4-10d BOX(3"x 0.128") 8d COMMON NAIL(22"x 0.131") 05'0"x T-0" BED#4 CLOSET nail(roof) � 3'-0"x 7'-0" OUTSWINGING 31 SL. 5'-0"x T-0" BED#3 CLOSET 16tl COMMON(32"x 0.162") 16"O.C.FACE NAIL ,%2' 8d COMMON NAIL 2"x 0.131" f 12 TOP PLATE TO TOP PLATE ( ) 6 12 *ALL WINDOWS ARE CUSTOM. 10d BOX(3"x 0.128");OR 12"O.C.FACE NAIL 0 5'-0"x T-0" M.SUITE#2 CLOSET FINAL DIMENSIONS FOR ALL WINDOWSTO BE DETERMINED AFTER ROUGH-OPENINGS ARE FRAMED. 3"x 0.13'1"NAILS 32 1l"-1%" 10d COMMON(3"x 0.148")NAIL;OR 6 12 WINDOW DIMENSIONS ON WINDOW SCHEDULE ARE APPROXIMATE. 8d(22"x 0.131")DEFORMED NAIL SL.4 5'-0"x T-0" M.SUITE#2 CLOSET DO NOT ORDER WINDOWS PRIOR TO MEASURING AND CONFIRMING BUILT ROUGH-OPENINGS. 8-16d COMMON(32"x 0.162")OR DO NOT ORDER WINDOWS FROM ANY SET OTHER THAN THE PERMITTED TOWN OF SOUTHOLD BUILDING DOUBLE TOP PLATE SPLICE FOR SDCs A-D212132"x 0.135" OR g 12-16d BOX DEPARTMENT APPROVED SIGNED AND SEALED SET. 6d BOX WITH SEISMIC BRACED WALL LINE (3"x 0.128");OR FACE NAIL ON EACH SIDE OF END OTHER WALL SHEATHING SPACING<25' ( VERIFY WITH ALL MANUFACTURER'S PRIOR TO ORDERING ANY WINDOW SYSTEM. 13 12-3"x 0.131"NAILS JOINT(MINIMUM 24"LAP SPLICE LENGTH EACH SIDE OF END JOINT � �� VERIFY WITH OWNER FINAL DOOR WIDTH AND GLIDING DIRECTION „ 1/ GALVANIZED ROOFING NAIL, DOUBLE TOP PLATE SPLICE D0,D1,OR D2; / STRUCTURAL CELLULOSIC 12-16d(°2"x 0.135") 33 FIBERBOARD SHEATHING %6"HEAD DIAMETER,OR 1"CROWN 3 6 GENERAL NOTES: AND BRACED WALL LINE SPACING_>25' STAPLE 16 ga., 1%"LONG ALL WINDOWS TO BE WINDBORNE DEBRIS, IMPACT-RESISTANT GLASS Seal: s TABLE R301.5 ALL WINDOWS-EXTERIOR COLOR AS PER OWNER 16d COMMON(3/"x 0.162") 16"O.C. FACE NAIL 25 1/ GALVANIZED ROOFING NAIL, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALL WINDOWS NECESSARY FOR EGRESS ARE SPECIFIED IN WINDOW SCHEDULE UNDER 'REMARKS • BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 34 /2 STRUCTURAL CELLULOSIC 14 FIBERBOARD SHEATHING /s"HEAD DIAMETER,OR 1"CROWN 3 6 (in pounds per square font) ALL GLAZING TO LOW-E4, OR BLOCKING(NOT AT BRACED WALL PANELS) 16d BOX(32"x 0,135");OR STAPLE 16 ga., 1l"LONG USELIVE LOAD ALL GLAZING WITHIN 18"TO ANY WALKING SURFACE TO BE IMPACT-RESISTANT SAFETY GLASS. 3"x 0.13'1"NAILS 12"O.C.FACE NAIL VERIFY WITH OWNER OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS 1/ Attics with limiteded straratre<;:, 2 t ;;GALVANIZED ROOFING NAIL; 0 HARDWARE TO BE SELECTED BY OWNER �® ( 2-16d COMMON 32 )"x 0.162" ;OR 3 EACH 16"O.C.FACE NAIL ` d ,Attics without storaget, 10 15 3-16d BOX(3/,'x 0.135") 2 EACH 16' O.C.FACE NAIL �( BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST t ! 35 Y2'GYPSUM SHEATHING STAPLE GALVANIZED, 7 7 1 EGRESS WINDOWS 12"LONG, 1 Y4"SCREWS, Decks In OR BLOCKING(AT BRACED WALL PANELS) 4-3"x 0.131"NAILS 4 EACH 16"O.C.FACE NAIL TYPE W OR S lExterior balconies ! 60 R310.1 WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE t•„ t 'Fire escapes THAN 44"ABOVE THE FLOOR. £ W '�'b 4 8d BO);(2/' x 0.113");OR 1%"GALVANIZED ROOFING NAIL; 4n 3-16d BOX(32"x 0.135");OR d 3 20O 8310.1.1 MINIMUM OPENING AREA,ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR 1m STAPLE GALVANIZED, "Guardrails and handrail t t 36 8"GYPSUM SHEATHING 7 7 -- OPENING OF 5.7 SQ.FT.EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.FT. 4-8tl COMMON(2/ x 0.131");OR TOE NAIL 18"LONG, 1Y8"SCREWS, Guardrails in-fill components R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24" ` 4-10tl BOX(3"x 0.128");OR TYPE W ORS 5I) ®,3 Passenger vehicle garages" 502 8310.1.3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING OF 20". 4-3"x 0.131"NAILS g : � � ; - 1 14 7- 16 TOP OR BOTTOM PLATE TO STUD Rooms other,than sleeping rooms 40 j R310.1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF f� 2 16d COMMON(32"x 0.162");OR WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 3-16d BOX(32"x 0.135"):OR END NAIL Sleeping roDttts 30 3-10d BOX(3"x 0.128");OR 37 %4'AND LESS 6d DEFORMED(2"x 0.120")NAIL;OR 6 12 Stairs Oil" 3-Y x 0.131"NAILS 8d COMMON(2Y2"0.131")NAIL For Sl: I pound per square foot=0,£479 kN/m'.I square inch=6145 mm'. 2-16d COMMON(32"x 0.162");OR t I pound-4.451N 17 TOP PLATES,LAPS AT CORNERS AND 3 10d B()X(3"x 0.128");OR FACE NAIL 38 3/ _1;, 8d DEFORMED x 0.120")NAIL;OR a, ElevatedgnragefloorsshallbecapableofsttpM-tinga2.ot)O-pt-iundloadap- 8d COMMON V2 0.131" NAIL 6 12 plied over a_0-square-inch area. INTERSECTIONS 3-3"x 0.131"NAILS ( 21 ) b. Applies to attic space meetin<the requirements it'.Section 8802.4.1 n;r cotrventionai ceili nn mists and SectinnR802.10,7 for trt:s:ses.Attics without 3-8d BOX(2)12"x 0.113");OR39 1%" 1 4" 8d DEFORMED(2%"x 0.120")NAIL;OR storagearetlzoseuhere the maximum clearbei-fitbetwcenjoistand rafter is s 6 12 less than 42 inches,or v:here there are nutty }or more ad acent trusses with 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON(22"x 0.131");OR 10d COMMON(2/"0.131")NAIL p � FACE NAIL the same webcaztfi urationca abtenfcvttainingarect ngle4'_incheshigh 2-10d BOX(3"x 0.128");OR by 2 feet~vide,or 4reatez,located within the plane of the truss.For attics 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 without storage.this live load need not be assumed to act concurrenily with a.Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing any other live load requirements. 2.14.2 3 D.O.B. FILE SET 3 8d BOX(2 2"x 0.113");OR connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail), a 1 3.29.23 GENERAL REVISIONS 2-8d COMMON(2/"x 0.131");OR c. Individual stair treads shaft be designed for the tmi£oxml}•distributed live 19 1"x 6"SHEATHING TO EACH BEARING 2-10d BOX O x 0.128"); 31 FACE NAIL 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. ( IQ or a 30(J-pound concentrated load acting over an area of 4 square Generated Software 4 inches,whichever produ:es the greater stre seg. 2 STAPLES,1"CROWN,16ga., d. A single concentrated load applied in any direction at aur pint along the ■ w ■ 18"LOfJG b.Staples are 16 gage wire and have a minimum/6-inch on diameter crown width. top. pp y p - a n%.,t: rl: c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. e. See Section 8502.11 for decks attached to exterior wall.. 3-8d BOX(22"x 0.113" ;OR f. Guardia-fill 3-8d COMMON(2%"x 0.131");OR d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. fillers shall be dcsigned to withstand a horizontallyappliednormal load of 3-10d BOX(3"x 0.128");OR 50poundson an areaequal to I square foot.Thislo,;u'reednotbeass rmedto 3 STAPLES,1"CROWN,16ga., act concurrently with any other live load requirement. Project 850 Bay Home Road, Southold, NY e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). ge Ap,1lies to attic spaces not meriting the requirements€or start ccperfootnore b. Sc,- Section R�02.4.2 for conventional ceiling joists and Section 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 R802.10,6 for tvus,es. For attics with limited stornge and constructed with Energy Code: 2018 1ECC Zp 1"x 8"AND WIDER SHEATHING TO EACH WIDER THAN 1"x8" trusses,this live load need only be applied to those portions of bottotn Location: Southold, New York 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 n BEARING 4-8tl BOX(22"x 0.113");OR chord of not less than two adjacent trusses with the same web confi,oration t 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, containing a rectangle 42 inches(1067 mm)high or greater by'feet(610 Construction Type: Single-family 3-8d COMMON(2/"x 0.131");OR mm)wide or greater.located within tine plane of the truss.The rectangle Project Type: Addition 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. shall fitbetweenthetopo€thebottomchord and thebottomo£anyodrertruss Climate Zone: 4 (5572 HDD) 4 STAPLES, 1"CROWN, 16ga., member,provided that each of the following criteria is rnet: Permit Date: 1Y4"LONG 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. 1,The attic area is accessible by a pull-down stairway orframed openingin p g 9 P g pp p g PP y g q g p y Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor accordance witlr Section 807.1:and Permit Number: sheathing panel edges perpendicular to the framing members need to be provided except as required by other provisions of this code.Floor perimeter shall 2.The truss shall have a bottom chord pitch less than 2;12, besu supported framing members or solid blocking. It. Attic spaces served byafixed stair shall bedesigned to,upp,)Ttthe minimann Construction Site: Owner/Agent: Designer/Contractor: pp y g g live Inad specified fi Architect: CURTISS A.D. 2 James Curtiss, R.A. A-20o 1527 Franklin Avenue- Ste. 306 93,-93„ Mineola, N.Y. 11501 83'-82" 718.702.7354 34'8° 14'x" 34'82" jcurtissarch@gmail.com 1 32 7 1 01 32'-8" WWW.CUrtISSad.COm /2 Owner: 1 A-201 A 202 2 Johnny Donadic A-202 A-301 850 Bay Home Road SEE NOTES ON A-002.00 FOR SEE NOTES ON A-002.00 FOR Southold, N.Y. 11971 TREAD AND RISER INFORMATION TREAD AND RISER INFORMATION LANDING PROVIDE RAILING ON GRADE PROVIDE RAILING Consultants: 0 TIFF z +13.4' 'I M it I BED 1 BED 2 C? C.H.=9'-3'/z" C.H,=9'-3%" N ! LANDING DECK ON GRADE F.F.E.+13.4' SEE NOTES ON A-002,00 FOR TREAD AND RISER INFORMATION C o SL.4 SL.3 PROVIDE RAILINGpn 01 olzoi 311 31, _ 6- 1. 11 1 �..� 6 4 4 - 3'0" _ 10'-02" 3'-0" 3'-6" 5'-82" 641 U-82"� I o CL. D.5 N M M 2 CO 1a 1 CL. _ 0': ' I DN I INDOOR-OUTPgPR FIREPLACE GFCI 1 1 1 1 I 1I I I GLASS GUARDS @ 3'-0"ABOVE I I - 3" 3' FINISHED DECKING GFCI 1a 6d CO �' ALL GLAZING TO BE TEMPERED (( 2 3' 2 3'6" 12'0" i o SEE NOTES FOR GUARDS ON A-002.00 I I I o0 6q" 64" / I N II - / I (V I► Ii c in DECK III Tv N 2 BR 39'3%° L :I F.F,E,+13,4' z II I I 1a IL.._._ ._. m _ _.. _. _..; 1 SD CO \ HI NGEDSIDE - IC ACCESS UNDERSIDE OF RIDGE ABOVE 11 II I I +42 O \ a 9 1 SEE STRUCTURAL PLANS 12 / 2 I- 7C \ 1A-300111CO / WICL.2( / \ IAda 31 Seal:----------------- GENERAL NOTES: (! ` 2 / 3'6"- 5'-8z' �11� 5.8111 41 6-821 j o 1. INTERIOR DIMENSIONS ARE APPROXIMATE. - 31 3 III: - - I • CL 2, REFER TO S-101.00 FOR ALL FRAMING DIMENSIONS. al eCL. _ - } 2 3. REFER TO WALL TYPES ON A-002.00 FOR WALL COMPOSITION, 17 A-200 4. ALL FLOORS AS PER OWNER 5. PROPOSED CEILING TO MATCH EXSTING HOUSE CEILING �rD 9'3%z"A.F.F HALL 6. ROOMS TO HAVE%"TYPE'X`GYP.BD.FINISH,SEAL ALL JOISTS,AND FIREPROOF ALL OPENINGS,PENETRATIONS ARE: I I I 1 BR 4 I _ �� s �� I II I' ( HALL 64" , 11 I o 1 6.1. ALL MECHANICAL ROOMS I M C.H,-9'3%" 1a 1b 1a CRAWLSPACE X C.H.=9'3/ ;� A-2011 6.2. GARAGE I' LIVING - KITCHEN - DINING II I' 11'-6" ACCESS 3'-6' 12-0" 6.3. GARAGE STORAGE ROOM N I! 1 I I I CATHEDRAL CEILING 6'-0" 5'-6" 7. CRAWLSPACE ACCESS LOCATED IN MECHANICAL ROOM - I I II II GFCI GFCI 3'6" 2'0" - FLOOR AS PER R408.4,MIN 24"x18 OPENING. I I I I I I I GFCI 8. ATTIC ACCESS AS PER R807,MIN 22"x30"ROUGH FRAMED 1 OPENING. (! +42 63" CH OM 6311 CO I _ I a E N�/E a l.. (I 1! GFCI i I I I N 5 11" SIN �N CO CID II; / X. 11 I' GFCI III Ih o F C 4 II II +42 I' I X X PROVIDE INSULATION IN WALL +42 'co __- III! _ R L - - � - - -- - - - - - - - - - - `- ° T O 721" 6411 11'-011 I I ~` D.2 11 I I - 2'4" 4'0" a X.1 91.51 6-511 XISTINO 23'-511 11 I! `� GFCI -- � J STORAGE °° OUTDOOR D.9 // No. Date Submission / Revisions I ' _ 0 +42 I K X 2 SEE NOTE#6 STORAGE 3'-0 2.14.23 D.O.B. FILE SET II I' ► �N ®-- 1 3.29.23 GENERAL REVISIONS F.F.E.+13.4' II (1 GFCI I N , � _- -- - -.- N II II GFCI REF. I I I o II I I GFCI I PULL-DOWN ATTIC LINE OF CEILING I (� 3., II I! 31, GFCI 3„ LADDER / / I III ABOVE 64 1 .64 111 MODIFIED oc I 6'-0" l' 5�4z 3'-6" ( 81 62 6'-11" - PROVIDER 21 BATT BATH v INSULATION IN WALL i I P I LINE OF CEILING ABOVE / - - 1 - BAR PA II' 0 PNTR/STOR °° I \ 1 I C.H.=9'-3 za I I I 1 I li I / - - A I HALL � - - � � - M WINE CENTER OPENING O - rIN N G I Q = 1. N I', I b WITH ROOM CRAWLSPACE 4_g 1 112 N N i., N N FAMILY ROOM ACCESS 8' Project Address: �M FOYER _ C ROOM' _ o SE E#6 \ N PARLOR 1- - - - x N , , ` ` s c � A z \ 64 . ----- - R00 OVER GARAGE / \ 11 a UD 0; M ,11 1a %"TYPE'X' X / UP SD CO 5 42 X.1 _ _ Q W GYP.BD.ALL WALLS AND _ V 50 BAY HOME ROAD CEILING �'= � SOUTHOLD, N.Y. 11971 sI':j O ~ _ SIN � H 2 X. BATH 3 +13.4' Oto co I: Y DN I LO I' CL G42C1 ° W D Date: 2.14.23 (Z�42 GFCI GCII+13.4' / N N -�', - I N Project No: 21.002 / ._ .__�__..=..-- -_ - - rte - - - - - _ - _- _- ..� _ _= - - - =- - - - - - - - - - - - - - - _ + - - - = � -. - .. ......... ...... .......•................................ Scale: AS NOTED + 3.4' I O O +13.4' 6'6" 3'0" 31 011 6.521 Drawn By: JC 41 Ell). EO. Dwg. Title: BEDROOM N 13.4' �\ +11,0' +11.0' +11.0' +11,0' GROUND FLOOR PLAN I ol 6'-OZ" 91.5" 8'-621, Dwg. No.: G HOUSE 25'-2" .04 4'-6' 3'-0" 25'-0" 15'-511 27'-2" 7'-6" 14'-7" 26'-6" 7-11domh 2° EXISTING PROPOSED ADDITION 98'-42' GROUND FLOOR PLAN_ 1 2_ ......2.._._. A-202 A 201 A-202 SCALE:4"=1' 0" 1 A-200 Page: 07 OF 15 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 A Owner: 2 -\A-301 Johnny Donadic EQ. EQ, 850 Bay Home Road A too Southold, N.Y. 11971 .. ............ ....... ......... EXISTING HOUSE '01 ----- --- ---- --- --------- m.... .... SEE 1 -A-005,00 FOR ICE AND WATER------------ ----- ... .... SHIELD DETAIL TYPICAL ALL CONDITIONS il IJ 11 11 11 11 IF IF-IF IF-IF IFIXX 11 11 --- ------- ------- ---- ------ 2"x12"ROOF RAFTERS @ 2"x12"ROOF RAFTERS L 16"O.C. TYP.ROOF CONSTRUCTION ASPHALT ROOF SHINGLES ON GENERAL NOTES: 30#FELT OVER 1 SEE A.005.00 FOR TYPICAL CONSTRUCTION DETAILS Y4"CDX PLYWOOD — — — — — — 2. PROVIDE FLASHING AROUND ALL CONNECTIONS,VALLEYS,ROOF PENETRATIONS,HIPS, CORNERS, RIDGES,AND ALL ROOF PENETRATIONS + 3. DOUBLE UNDERLAYMENT REQUIRED ON ROOF SLOPES 4:12 OR LESS < 4. DOUBLE FRAME AROUND ALL SKYLIGHTS,AND CEILING OPENINGS IF APPLICABLE. 5. INSTALL ICE DAM PROTECTION TO T-10"FROM EDGE OF ROOF(TYP.ALL EAVES)SEE ------ -.--- DETAIL 1 A-005.00 LOFT AREA0 0 IEQ EQ --- -- ----------- -------- ---- -- x --- - — — — — — — CONCEALED ALUMINUM GUTTER TO ALUMINUM LEADER TYP.ALL CONDITIONS 2` 12"ROOF RAFT I, 12"ROOF RAFTERS @ TT L A 1IL. 11 1 JL TYP. ROOF CONSTRUCTION ASPHALT ROOF SHINGLES ON �i ;I :I it J-1 T- TT_T_T7_— 30#FELT OVER 2"x 12" 16"O.C. I Y4"CDX PLYWOOD ROOF RAP ROOF RAFTERS ------ .. ...... d is X Uj o 12 .... .......... Al EXISTING SECOND FLOOR PLAN 2 SCALE:Y4" 1'-0" ---- ------ - — — — — — - - - - - - - - - - - 2"x 12"(5)16"0... ... .... ... x 12" O.C. ROOF CONSTRUCTION: EXISTING HOUSE ROOF KAFRAFTERS RAFTERS 41 BUILT-UP EPDM 3-PLY ROLL ROOFING BY .... ...... CARLISLE OR APPROVED EQUAL OVER EXTERIOR GRADE PLYWOOD NO TO DRAIN fill 1 1: ROOF CONSTRUCTION: BUILT-UP EPDM 3-PLY ROLL ROOFING BY I 12 __ _ IIS 12 'I CARLISLE OR APPROVED EQUAL OVERii TAPERED RIGID INSULATION ON Y4"EXTERIOR GRADE PLYWOOD i SLOPE TO DRAIN MIN,/4"PER FOOT,TYP. I IONS ....... ...... Jill it 0 LU b LU C0 0 LL Cr_ I 5� LU LJL 0 > it 2" 0 to x Cj x 0 2"x 12"" 16' O.C. 0 LU L_JL F 1111 di LX � ROOF RAFTERS O , , L�L12 SLOPE TO DRAIN r a PER F00 1 SOUTHOLD N .Y. 11971 A-202,F TYP.ROOF CONSTRUCTION EQ, EQ, ASPHALT ROOF SHINGLES ON CONCEALED ALUMIN ALUMINUM LEADER CONCEALED ALUMINUM GUTTER TO - ALUMINUM LEADER Date: 2.14.23 Project No: 21.002 .... ...... ------ .... ... ..... Scale: AS NOTED . ..... .200 Drawn By: ic Dwg. Title: A EXISTING HOUSE ROOF PLAN Dwg. No.: A ROOF PLAN K U SCALE:Y4"=V-10" A EME UZOU Page: 08 OF 15 p Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 GENERAL NOTE: OF PLATES AT ADDITION ARE APPROXIMATE. _ ALL TOP PLATES TO BE AT SAME HEIGHT UNLESS 718.702.7354 OTHERWISE NOTED. jcurtissarch@gmail.com PROPOSED CEILING HEIGHT TO MATCH EXISTING CEILING www.curtissad.com HEIGHT OF EXISTING BUILDING, FASCIA TO MATCH UNDERSIDE OF SOFFIT. Owner: EXISTING HOUSE PROPOSED HOUSE Johnny Donadic 850 Bay Home Road RIDGE+37.83' Southold, N.Y. 11971 Consultants: 10 ROOF � 'i ATT , � ASPHALT SHINGLE i i ! ! I i ! ! ! ! ! 12 � i - __ i i CONCEALED GUTTER -TIFT 11 11 11 11 11 It IF O O WOOD SHINGLE SIDING _ / j C� i i o� z w u, TOP PLATE Q I i i :x , ! i I N --- f/ i i ! i ! I i i ' ! ! ! - - - / _ I + 0 C? I ; I t i i i ! \ 00 I i - I i ! I ! ! i ! ! ; , ! i i i i I i y i I I i i • i - i i ' I : I I ! i i ! I FIRST FLOOR - : ! � ! I ( ! ! ! ! FIRST FLOOR+13.4' _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - GRADE PLANE+1 . 61 +110_ +11.0' -�+11.0' - - - - I- - - - +11.0' - +11.0' - +11.0' i I zo SEE DETAIL 4 A-005.00 FOR DOWEL CONNECTION _ - - - - - - - - - - - - - - - I- - - - - - - - J- L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - -I- - - - - - - - - - - -i- - - - - - - - - I - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I - B4O. FTG.+5,4' ALL B.O.HOUSE FOOTINGS TO ALIGN SEE DETAIL,5-A-005.00 FOR STEP FOOTING IF NECESSARY FRONT (EAST) ELEVATION Seal: SCALE:%"=1'-0" F-D 03 PROPOSED HOUSE EXISTING HOUSE RIDGE+37.83' I , No. Date Submission / Revisions ASPHALT SHINGLE R90FJ - ! TYPE BY OWNER - 2.14.23 D.O.B. FILE SET v 1 3.29.23 GENERAL REVISIONS . ! ! :._ - — i 12 12 - - I I I T7 niiHHLJ 11 11 1 1 11 11 1 1 1 11 11 IT-] o WOOD SHINGLES+B�} ----------..-- - E i TOP PLATE+22.75'* - - - - - - x PROPOSED DOOR HEAD _ / \ w _- y, / \ y, PROPOSED / \ d �I Project Address: i \ �r GLASS GUARDS @ 3'-0" D.8 D.7 1 / D.6 \ ' p.5 1 C? FINISHED DECKING - �, O y, O _ D.4 �' �✓ ALL GLAZING TO 02 TEMPERED AK 850 BAY H 0 M E ROAD SEE NOTE ON A-002,00 - Al SOUTHOL D, N .Y. 11971 FIRST FLOOR+13. ' +13.4' +13 !....... .4' ...... . .. . - ------ ---- - - +.13.4'...... i - - A +11.0' - Date: 2.14.23 ---- -+ _ I I Project No: 21.002 - - Scale: AS NOTED z I i Drawn By: Jc J L I - SEE DETAIL 4 A 005.00 FOR Dwg. Title: o L - - DOWEL CONNECTION -T T -L- - - - - - - - - - - - - - - - - � - - - - - - EXISTING FOUNDATION WALL B.O. FTG.+5.4' I -- - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - -- - - - - -I - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - FRONT & REAR S N POURED CONCRETE ELEVATIONS SONOTUBES MIN 3'-0"BELOW GRADE ALL B.O. HOUSE FOOTINGS TO ALIGN SEE DETAIL 5-A-005.00 FOR STEP FOOTING IF NECESSARY - - - - - - - - - - Dwg. No.: 2 REAR (WEST) ELEVATION - - - - - - - - SCALE:%"=1'-0" Aft Page: 09 OF 15 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: Johnny Donadic RIDGE+37.83' 850 Bay Home Road h l Sout o d N.Y. 11971 J i i I . ! i i ! .1 i i O U17 r4 i I i i I I i I i I LL I i LL ! i i t { 77 1 T7 -I TT-FITT I I. i I TOP PLATE+22.75'' N i - - -.. . I i o i � 1 17I l I -- - - i _... / i ! I +13.4' - W +13.4' FIRST FLOOR+13.4' i GRADE PLANE+12.06' i� 77— —T.O.SLAB+10.13.0' I I I I o I I I +8.5 bo :•P, i I I I �---� � r— '.i° I I I I I I I 1. - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - T- - — — — — — — — — — — — — — i B I I I — — —�— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ ; 1 — — ! .O. FTG.+5.42' 1 RIGHT SIDE NORTH ELEVATION SCALE:%4'=1'-0" Seal: D c: 0311 RIDGE+37.33' �N\ i ! i : ! ! I `i°°I , No. Date Submission / Revisions ! I 2.14.23 D.O.B. FILE SET b i i i 1 3.29.23 GENERAL REVISIONS i i I i i i O ! I ' ti in O N � i N TOP PLATE+22.75" i :s I i i i I r I I 1 ALL EXTERIOR WOOD AND j ! ! i i i i WOOD IN CONTACT WITH CONCRETE PROPOSED DOOR HEAD I I ': ! !! ! i TO BE PRESSURE TREATED ! i i WOOD DECK AS l i l i l i i l i i / \ I I I I ! I ' ' I I i i i I { SELECTED BY OWNER O i `r \ / GLASS GUARDS @ 3'0"ABOVE : ! ! °' o l i ! I I l • i l ! ! { { � \ / � i l • ill ` I • l 1 1 I � I I . I ! I � i l FINISHED DECKING Pro'ect Address: +I i ! H I D.11 ! i ! \ / r _ 1 ALL GLAZING TO BE TEMPERED ii ; i • FIRST FLOOR+13.4' 850 BAY H 0 M E ROAD i WW A GRADE PLANE+12.06' (`� ' h ���( }{ ' 2"x12"P.T.DECK.JSTS @ 12"O.C. I 2"x12"P.T.DECK,JSTS @ 12"O.C. 2"x12"P.T.DECK.JST 2"O.c. S 0 U T H 0 L D N.Y. 11971 — — — — a I � p, 2'x12"PT LEDGER 3 134"x11%"LVL 3 1%"x11% 3-1 4"x11%"LVL BOLTED TO FOUNDATION WALL W/ —L CRAWLSPACE Y' i THRU-BOLTS STAGGERED, o 'r � .`�. I � � � TYP.ALL CONDITIONS l r. :j. 1� \� +s.0' ' W Date: 2.14.23 \'\ N R `, Project No: 21.002 \ a:, 1 —1- - - - � — Scale: AS NOTED $. - - - - - - - - - - - - - - - - - - - - - - - - - -� 'r — // - - - - - - - - - - - - - - - - -I L_ I I M B.O. FTG.+5.4' — — — — — — — — — y' ----------------------- .: 4 \ — \' — — — — — — — — — — — — — — — — — J Drawn By: JC — — — / i. — 6"x6"P.T.WOOD POST ON Dwg. Title: 8"POURED CONC.FOUNDATION WALL W/ FOO IPOURED CONCRETE #4 REBAR @ 12"O.C.,HORIZ&VERT.ON _ _ _ _ GRADE,TYP IFOR ALL CONDITIONS 8"x 16"POURED CONCRETE FOOTING W/ NORTH ELEVATIONS & 3-#1 CONTINUOUS REBAR B.O.FOOTING MIN.3-0"BELOW EXISTING GRADE. SECTION ALL B.O.FOOTINGS TO ALIGN Dwg. No.: 2 RIGHT SIDE (NORTH) ELEVATION - SECTION SCALE.4 =1-0 E It 0F1 Page: 10 OF 15 Architect: GENERAL NOTE: C U' `TIS"' A'D' *TOP OF PLATES AT ADDITION ARE APPROXIMATE. James Curtiss, R.A. ALL TOP PLATES TO BE AT SAME HEIGHT UNLESS 1527 Franklin Avenue - Ste. 306 OTHERWISE NOTED. Mineola, N.Y. 11501 PROPOSED CEILING HEIGHT TO MATCH EXISTING CEILING HEIGHT OF EXISTING BUILDING, FASCIA TO MATCH UNDERSIDE OF SOFFIT. 718.702.7354 jcurtissarch@gmail.com www.curtissad.com Owner: Johnny Donadic _ RIDGE+37.83' 850 Bay Home Road — — — — Southold, N.Y. 11971 ! I ! Consultants: ASP-IALT SHINGLE ROOF TYPE BY OWNER ! ! ! I f • ROOF CONSTRUCTION: • ! - •� 1. I ! BUILT-UP EPDM 3-PLY ROLL ROOFING BY �N ' ti ' CARLISLE OVER TAPERED RIGID INSULATION ON s "EXT.GRADE PLYWOOD ON ! 4 I r 13/"x 7%"LVL 16"O.C.ROOF RAFTERS W/ o CONCEALED GUTTER CLOSED CELLSPRAY FOAM INSULATION o ! cli / GYP. BD. INT.FINISH cn o in • ;%7[12• -12 `"�- � i% WOOD SHINGLE SIDING I :...._ TOP PLATE+22.75'* N PROPOSED DOOR HEAD — — — PROPOSED DOOR HEAD 3-1%"x 7%"LVL HDR.M ITTII 2-%"x 7"METAL FLITCH PLATES GLASS GUARDS @ 3--0-ABOVE BOLTED THROUGH W/ FINISHED DECKINGi-TI-Tn ill D.3 %"BOLTS STAGGERED M ALLGLAZING TO BE TEMPERED D 2 H a, SEE NOTE ON A-002.00 60 q +j TFM 1 ENTRY 2'-6"TYP. FIRST FLOOR+13. 77 1 AJA tl 7 — — — — — — — — — GRADE PLANE+12.06' \ — z RO-23 — — — +11,0, +11.0' r 16"O.C.gg grz\ Bala IW= I\I WE f C? :' CRAWLSPACE i , I li•. y� II II I I BOLTED TO FOUNDATION WALL W/ f; I �' ', ry �� �, •> bo I 2"THRU-BOLTS STAGGERED, TYP.ALL CONDITIONS —I- - - - - - - - - - - - - - - - - - - - - i- -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - i I B.O.FTG.+5.4' - - - / — —� -- -- — f . g ' 1 18"0 POURED CONCRETE 8"POURED CONC.FOUNDATION WALL W/ SONOTUBES MIN 3'-0"BELOW GRADE #4 REBAR @ 12"O.C.,HORIZ&VERT.ON 4'-0"x V-0"POURED CONCRETE FOOTING - 5-#5 CONTINUOUS REBAR B.O.FOOTING MIN.3'-0"BELOW EXISTING GRADE, LEFT SIDE (SOUTH) ELEVATION - SECTION SCALE:%"=1'-0" Seal: ED r p A 'd'e♦� 0311 1'" GENERAL NOTE: *TOP OF PLATES AT ADDITION ARE APPROXIMATE. RIDGE+37.83' — — ALL TOP PLATES TO BE AT SAME HEIGHT UNLESS ! ! ! ! ! ! OTHERWISE NOTED. PROPOSED CEILING HEIGHT TO MATCH EXISTING CEILING HEIGHT OF EXISTING BUILDING, FASCIA TO MATCH UNDERSIDE OF SOFFIT. i . ! f: i .. i ! o. Date Submission / Revisions • ! ! i ! � _ N I 2.14.23 D.O.B. FILE SET bN ! ! ;� ! ' ! 1 3.29.23 GENERAL REVISIONS ! 'P- 1 0 • 12 _ 0 p r LL I i i U LL i — — N TOP PLATE+22.75'* - I _ PROPOSED DOOR HEAD _ _ _. -1-1__.. .... : _....... --- %4x 7"ME PLATES \ I O .I. _ - - 2- z TUGHWIC W/ 1 GLASS GUARDS @ 3-0"ABOVE — -- E ' - - )/2"BOLTS STAGGERED FINISHED DECKING - - .. _ _ - - - / -. . +I o ALL GLAZING TO BE TEMPERED D D Project Address: SEE NOTE ON A-002.00 _......... - O O _ _... . - _ ... ! ! 850 BAY HOME ROAD FIRST FLOOR+13.4' - 2"x`12"DECK.JSTS @ 12 O.C. 2"x`12"DECK.JSTS @ 12 O.C. 2"x12"DECK.JSTS @ 12 0•C. f -- GRADE PLANE+12.06' — — �, � � \ , \ , \ ` \ `\ 1 - - UTHOLD3 N .Y. 11971 2"x 12"P.T.LEDGER — 3-13/"x 11%"LVL-___j BOLTED TO FOUNDATION WALL W. %"THRU-BOLTS STAGGERED, CRAWLSPACE TYP.ALL CONDITIONS + I +9.0' ` # I I h i ..t., ✓f + II r o+9.0GRADE 3CC)I'VE 00 / Date: 2.14.23 Project No: 21.002 I. I r —I- - - - - - - - - - - - - - - - - - - - -I- -I— Scale: AS NOTED - - - - - - - - - - B.O. FTG.+54 - - I— - - - - - - - - - - - - - - - - - - - - - 9:., \ -1 — L - - - - - - - - - - - - - - - - - .-. — �;. - - - - - - - - - - - - - - - - - - - - _ B4O. FTG.+5.4' Drawn By: ]C f '� I} I Dwg. Title: 18"0 POURED CONCRETE I I 8"POURED CONC. FOUNDATION WALL W/ SONOTUBES MIN 3'-0"BELOW GRADE illi _ _ _ _ `.— _ _ _ _ #4 REBAR @ 12"O.C.,HORIZ&VERT.ON SOUTH E L E VAT I 0 N S 8"x 16"POURED CONCRETE FOOTING W/ 3-#4 REBAR & SECTIONS B.C.FOOTING MIN.3'-0"BELOW EXISTING GRADE, ALL B.O.FOOTINGS TO ALIGN — 2 LEFT SIDE (SOUTH) ELEVATION - SECTION Dwg. No.: SCALE:%"=1'-0" K 11k Page: 11 OF 15 Architect: CURTISS A.D. GENERAL NOTE: James Curtiss, R.A. *TOP OF PLATES AT ADDITION ARE APPROXIMATE. 1527 Franklin Avenue- Ste. 306 ALL TOP PLATES TO BE AT SAME HEIGHT UNLESS OTHERWISE NOTED. Mineola, N.Y. 11501 PROPOSED CEILING HEIGHT TO MATCH EXISTING CEILING HEIGHT OF EXISTING BUILDING. FASCIA TO MATCH UNDERSIDE OF SOFFIT. 6 6 718.702.7354 A-400 _ _ _ A-400 jcurtissarch@gmail.com 2-1%"x 14"RIDGE BEAM www.curtissad.com I 1 Owner: RIDGE+37.83' 6"x6"WD.POST TO RIDGE �- : : I 4-13/"x 20 LVL OR Johnny Donal W12x40STEEL °n: g 850 Bay Home Road 2"x 8"COLLAR TIES @ 16"O.C. STRUCTURAL RIDGE BEAM ""•" ; ! Southold, N.Y. 11971 TYP. ROOF CONSTRUCTION - III TYP.ROOF CONSTRUCTION ROOF SHINGLES TO MATCH EXISTING ON ,• ASPHALT ROOF SHINGLES ON i. ; -. - 30#FELT OVER - (� – Consultants: 30#FELT OVER �-_; 3/"CDX EXTERIOR PLYWOOD OVER 34"CDX PLYWOOD OVER 2"x12"@ 16"O.C.ROOF RAFTERS W/ `-' 2"x 12"ROOF RAFTERS @ 16"O.C.W/ 8"DEEP CLOSED CELL SPRAY FOAM INSULATION 8"DEEP CLOSED-CELL SPRAY FOAM INSULATION& = SEE A-005.00 FOR ALL FLASHING AND PROVIDE EAVE BAFFLES FOR VENTILATION bN 12 s rr 12 12 ` / GYP.BD. FINISH :_- WATERPROOFING DETAILS 10 12 �^ 10 SEE A-005.00 FOR ALL FLASHING AND10 -. I I ( :. 10 WATERPROOF DETAILS ._ III 2"x 12"CEILING JOISTS 16"O.C.WI o A 400 o @ R-30 BATT INSULATION(OPTIONAL) O° '_, I I I SEE GENERAL NOTE* i :..::. III A 0 2- 2 x 6TOP PLATES ATTIC " " x III � ... :. - 3 2" n x 12 HDR I I I I III N TOP PLATE+22.75'* l ! 1 ' 1 1 1 ' awl 1 1 11 l 1 1 ! ,1 I I 1 a X11 ; , 1 2'rx I I 1 I WINDOW HEADWINDOW HEAD ---------- —..._ -....._-_._ WALL CONSTRUCTION,TYPICAL: WOOD SINGLE AS SELECTED BY OWNE ,ON EXT.GRADE PLYWOOD W/ " CEDAR BREATHER ON 2x BATTENS ON A 400 00 A-400 RIGID INSULATION BOARD OPTIONAL ON HOUSE �M \ / \ - - \ ! ! \ / ` +I q AIR MOISTURE BARRIER HOUSE WRAP ON 2 °' \ / 4 y y 2 i I 4 \ y -A LAZWG T E TEMPER�B ;I— ECK eO / EXTERIOR GRADE PLYWOOD ON A 400 400 _ _ \ / _ _ 00 A-400 I I -400 _ I I - — 2"x6"WOOD STUDS @ 16"O.C.W/ / = \ R-21 BATT INSULATION 3 " " 3-1/ x11/ OR 3-1%"x11 s"LVL OR %"GYP.BD. INTERIOR FINISH1 1 5%"x 11%"AP 1 1 y \ / ! 1 / - I I I 5%"x 11%"APB K N BEDRO_ M__--__ _- __ _ �L - BATH #2 — HALL \ BAT #1 \ / DI ING LIVING \ / FIRST FLOOR+13.4' +13.4 I — -- ;13.4' +1 i I / +13.4' L�� J -- --� ,1 , �tl �" 1 1 ` ': , I II i ;. � 1 it�I'I 1 it 1, fll ,1 I ° ° :(i,ll , 11 , 1y�II� f�, � I I'1 ' I � �IJjI j 11 11f I � I 11 +1't� _...�--7- �] � ��' f 11 � 1 2rrx12"P.T.DECK.JSTS @ 12 O.C. 7°pn!!R \� 1 fl 11 1 1 l ,I 111 , 1 n ° S�C..�S� - -- _YhlJll)LiXXJWCdJU `k7�.� ` R11.XJ:� Y ` U�„�CX.�l'JC1GiC):,KJ� l1l'[ " " .Y.X- I' --- 3-1 Orr x 11%"LVL Y rC; ��o .ED CONCRET€ - - - - - - - - - - -- -- - -- _- - -- - _ - - -- - - - - - — - - - - - - - - - - - - RAT SLAB CRAWL PACE o CR WLSPACE , . T,'`C81- CRAW CE CRAWLSPACE ,.�' +11.0 +11.0' T.O.SLAB+10.13' r I `2 RIGID INSULATION ON � -. . . ,. I +9.0, FOUNDATION WALL 2 x 12 P.T.LEDGER I \I , _O ,I BOLTED TO FOUNDATION WALL W/ L J 12"POURED CONC.FOUNDATION WALL ( ` / I I I %"THRU-BOLTS STAGGERED, t � ''.� ' / 4•��{ �''• ' �• '� TYP.ALL CONDITIONS #5 REBAR @ 12"O.C.,HORIZ&VERT. 1 1 1 1 1 I \ \ 1 6"x6"P.T.WOOD POST ON i ! r / � ------------- _-� ------------ ,�- - - - - - - - - - - - ,. - - - - - - - - - - - - - - - - - - - - - - - - - - - 18"0 POURED CONCRETE B.O.FTG.+5.42' / FOOTING @ MIN.3-0 BELOW GRADE,TYP.FOR ALL CONDITIONS REMOVE DISTURBED SOIL AND ORGANI�MAT I 2"CONCRETE RATSLAB W/ I I 8"x 16"POURED CONCRETE PIER W/ AND THEN BACKFILL WITH CONTROLLE FILL. _J 6x6AV2.9xW2.9 WWF, 18"x 18" POURED CONCRETE PIER W/ _ _ - J 2 #4 REBAR ON 4'-0"x V-0"POURED CONCRETE FOOTING Vd1- - - - 1"CLEAR FROM TOP OF SLAB ON 4-#4 REBAR ON - - 4' 0"x 4'0"x 1'0"POURED CONC. FTG.W/ 5-#5 CONTINUOUS REBAR 6 MIL.POLY.VAPOR BARRIER ON 4'-0"x 4'-0"x V-0"POURED CONC.FOOTING W/ 5- 1, REBAR CONTINUOUS,TYP FOR 6 B.O.FOOTING MIN.3'-0"BELOW EXISTING GRADE. 2"RIGID INSULATION ON 5-#5 REBAR EACH WAY 6"GRAVEL BASE ON WELL TAMPED SOIL TYP.FOR 3 18"x 18" POURED CONCRETE PIER W/ DATUM 0.0' - - - - - - - - - - - - - - - - - - 4-#4 REBAR ON - - - - - - - - - - ^'--�-�-4-"max 1-8"Rl-E9NS.F80TINGW! 5-#5 REBAR EACH WAY TYP.FOR 3 Seal: SECTION SCALE./ -1-0 � pSD Gds S c 2-1%"x 14"LVL RIDGE BEAM RIDGE+37.83' 0� _ TYP.ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES ON 30#FELT OVER 3/"CDX EXTERIOR PLYWOOD OVER - - 2"x12"@ 16"O.C. ROOF RAFTERS W/ 8"DEEP CLOSED-CELL SPRAY FOAM INSULATION SEE A-005.00 FOR ALL FLASHING AND WATERPROOFING DETAILS .. ;:: .. 12 CONTINUOUS WATERPROOFING : ..,. _ -. 10 2"x 10"@ 16"O.C. 7 AT ROOF TRANSITION 12 /-. ;� W ROOF RAFTERS b� No. Date Submission Revisions 10 2"x 12"ROOF RAFTERS 2.14.23 D.O.B. FILE SET SEE GENERAL NOTE* @ 16"O.C. ROOF CONSTRUCTION: EXISTING ROOF TO BUILT-UP EPDM 3-PLY ROLL ROOFING BY CARLISLE OVER f \ BE REMOVES TAPERED RIGID INSULATION ON 3/"EXT.GRADE PLYWOOD ON / '° CONTINUOUS WATERPROOFING12 13/"x 7 4"LVL @ 16"O.C. ROOF RAFTERS WI .__ _ AT ROOF TRANSITION 10 c~„ j PROVIDE FLASHING UP _ -1/ 14' L L HD .(FL H @ TTIC CLOSED CELL SPRAY FOAM INSULATION - - - - s EXISTING EXTERIOR WALL e „ r` :" LL- - SIDING /a GYP.BD. INT.FINISH -.,_ `` - LTE THR UGH / 2 OLT STAG ERE' ! 6' f ATTIC - _ - I ! r NEW 2-2"x12"HDR - in 2"x10"CLG.JSTS @ 16"O.C. 2"x10"CLG.JSTS @ 16"O.C. - TE+22 75'* N EXIST.CEILING v - EXISTING WINDOW HEAD X i 9%2 TJI 110 1Y4"x 9%"TJI I ! CLG.JSTS @ 16"O.C. CLG.JSTS @ 16"O.C. i ! _ GARAGE DOOR HEAD i I $"TYPE'X' 3 2"x 10"HDR. 3-11/4"x 9%"LVL I GYP.BD.ALL WALLS AND / \ !! I _..._._. - ! i CEILING IN GARAGE / \ o 1� F.P.S.C.DOOR TO \ I \ - O° STORAGE o r F_ FINISH FLOORS TO ALIGN- iL Project Address: =OYER HALL MECH MUDR00 - GARAGE \ / FIRST FLOOR+13.4' -- ,.._._ y[ d 11 {F 1 1 R 1 x11 �I III Ili 1 YI 1 I 1 , # -- 11 -i- 1 - -'I --�5- I-�1 I f Ill 1 , , - I •. . rw` //' // / ,R, 1 rill I 'I 1 111 I 11 II AlI I 11 1 1 , ,i 1 11 U41 -111-131W% l l I ,I "-K N � � y IS I 11 1 1 1 1 1 11 ( 1 11 1 I 1 I 11 1 If, I •' •` m!. w' I 1 11 f 1 ,t 1 1 11 '1 / 1 1 l 1 11 1 1 1 1 1 I / I ! GRADE PLANE+12.06 _ _ 1 - - - --�O..-SLAB-LOCATION--BA.>EQ.�ON- - - - -- - - ------ ........ .._.-'--------------..-...--------...- ALIGNED FLOORS � s Ir � t.. 3 1/ x 11/rr LVL OR PITCH HARDSCAPE AWAY FROM , . / GARAGE Y" FOOT4' CONCRETE SLAB W/6x6-W2.9 x W2.9 WWF ON SPACE 5%"x 11%"APB CRAWLSPACE FOOTS O U T H O L D N .Y. 1 1971GARAGE/. 6 MIL.POLY.VAPOR BARRIER ON / SEE NOTE#1 t . �, :. ,., a ,. �., F � 6 GRAVEL BASE ON WELL TAMPED SOIL A.. 10"POURED CONC.FOUNDATION WALL W/ - - - - - - - .; #5 REBAR @ 12"O.C.,HORIZ&VERT.ON ,' r 4'-0"x V-0"POURED CONCRETE FOOTING W/ — — — — — — — — — / / — — — — — — — — — — — — — ' — — — — — — — — — — — — — — — — —— — — — — — — — — \ — — — — — — — — — — — — — — — / r — — — — - -I L_ 5=�#5�01'1-TMMS-REBAR- ' I -�- Date: 2.14.23 STEP FOOTING _ _ _ �:- /\ B.O. FTG. 5.4' j ' � + Project No: 21.002 - - - - - - - - - - - - - � - - - - - - - B.O. FOOTING MIN.3'-0 BELOW EXISTING GRADE. - - - ' SEE NOTE#218"x 18" POURED CONCRETE PIER W/ ` „� ' ALL B.O.FOOTINGS TO ALIGN / Scale: AS NOTED 4-#4 REBAR ON Drawn By: ]C 4'-0"x 4'-0"x V-0"POURED CONC.FOOTING W/ 5-#5 REBAR EACH WAY Dwg. Title: TYP. FOR 3 DATUM 0.0' SECTIONS Dwg. No.: 2 SECTION SCALE./ -1-0 ■ Page: 12 OF 15 Architect: CURTISS A.D. IF ATTIC IS NOT INSULATED OR BATT-INSULATION IS USED, j James Curtiss, R.A. PROVIDE A CONTINUOUS RIDGE VENT. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 2-1%"x 14"RIDGE BEAM I GENERAL NOTE: _ _ _ _ _ _ _ _ _ *TOP OF PLATES AT ADDITION ARE APPRO)CIMATE. ;;;; ; ;; ;;;;; ; i ALL TOP PLATES TO BE AT SAME HEIGHT UNLESS OTHERWISE NOTED. 6"x6"WD.POST TO RIDGE ! 718.702.7354 PROPOSED CEILING HEIGHT TO MATCH EXISTING CEILING HEIGHT OF jcurtissarch@gmail.com gmall.Com EXISTING BUILDING. �� 12 ..,:..ii it www.curtissad.com FASCIA TO MATCH UNDERSIDE OF SOFFIT. TYP.ROOF CONSTRUCTION "' �� : 10� ASPHALT ROOFHINGLES ON S 12 Owner: 30#FELT OVER 10 :: ......................... i TYP. ROOF CONSTRUCTION %a"EXTERIOR CDX PLYWOOD OVER : i i i t ':..,:.;..•;•,':::::::.:::::.. 1 Johnny Donadic ...................... ........ ............... ASPHALT ROOF SHINGLES ON :::::::::::::::::::::::' 2"x12"@ 16"O.C. ROOF RAFTERS W/ :,..... ......................... 850 Bay Home Road ....................... .................. ..... 30#FELT OVER 8"DEEP CLOSED-CELL SPRAY FOAM INSULATION 1 ......................... .............I..... Southold N.Y. 11971 3/"EXTERIOR CDX PLYWOOD OVER ......'""' SEE A 005.00 FOR ALL FLASHING AND 2"x12 16"O.C.ROOF RAFTERS W/ WATERPROOFING DETAILS 8"DEEP CLOSED-CELL SPRAY FOAM INSULATION Consultants: SEE A 005.00 FOR ALL FLASHING AND :.:.:::..:.::.:..:.:.. ......11-1.1................. .......... WATERPROOFING DETAILS .................. .................... .... WATERPROOFING MEMBRANE — — ALUMINUM GUTTER TO r� 1 1 n i , ALUMINUM LEADER i t r !!1 !l�' ::::..:............... 1 2 2 i x 6'TOP PLATES / ' ! ' � ' ! ! ' ' ' ' ! ! ! ! ' ! : . . ::: TOP PLATE+22.75" r U J�Jv �JU J r�lr l�' WALL CONSTRUCTION,TYPICAL: 2^ 1 z' WOOD SINGLE AS SELECTED BY OWNER ON - 5° %"GYP.BD. t , EXT.GRADE PLYWOOD ON 3 , — a s CEDAR BREATHER ON 2x BATTENS ON— 2"x6"WOOD STUDS @ 16"O.C.W/ RIGID INSULATION BOARD ON R 21 BATT INSULATION OR CLOSED-CELLS RAY FOAM BLUESKIN AIR/VAPOR BARRIER ON— .............3 2 x 8 HDR Y8"EXTERIOR GRADE PLYWOOD t i 2"x 12"CEILING JOISTS @ 16"O.C.W/ . .. ............ R-30 BATT INSULATION(OPTIONAL) ......: ........ ................ ................ WINDOW HEAD @ 8' 0"A.F.F. 2"x 8"COLLAR TIES @ 16"O.C. PROVIDE FLASHING AROUND ALL WINDOW OPENINGS i i t �t DETAIL 6 DETAIL 5 DETAIL - SIM AS DETAIL 1 SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-O" t WALL CONSTRUCTION,TYPICAL: �. WOOD SINGLE AS SELECTED BY OWNER ON Y2 EXT.GRADE PLYWOOD ON / CEDAR BREATHER ON 2x BATTENS ON / / I EXTERIOR RIGID INSULATION BOARD OPTIONAL ON / Seal: AIR MOISTURE BARRIER-HOUSE WRAP ON / I %"EXTERIOR GRADE PLYWOOD ON ! / 2"x6"WOOD STUDS @ 16"O.C.W/ / R-21 BATT INSULATION I / GYP.BD. INTERIOR FINISH / Ric, 2-2"x 6"P.T.SILL PLATES // _ ���� / �' .. TERMITE SHIELD n'� 2"RIGID INSULATION ON FOUNDATION WALL %"OAT LONG ANCHOR BOLTS @ 4'4"O.C.,MIN.(2)PER SILL PIECEENGINEERED FLOORING ON 030� 11 1-`� MIN. T-0"FROM ENDS i I 1%"WARMBOARD-S ON ®F � 1 2 LAYERS 32°ADVANTECH SUBFLOORING / FIRST FLOOR+13.4' +13.4 ! a i I FIR$T!. 6OR+13.4' i ! +13.4' + 77 J �� ��� �� �-�� �� �, ;�, t (n�1n � � '� n n0 n, innnnr ' i 1 1 �, �' t �nnm, , � !1 ��� / !�t �� 11 1�� ' j` !1 1 i �i� �(�1 ! �C� it 1 ��� �� it 1�� �1 1 �' 1 1 1 1 f j RADE MIN. it ` '- ! y q / ' / I ' tt ' , � i1 n1 n n R401.3 OF THE N.Y.S. I � 111, , FOR IMPERVIOUS SURFAC� 1 1 Q v r 7FT._(2 )AWAY-FROMBU1LD 2'x2T3CK, STSR-30 BATT INSULATION No. Date Submission / Revisions 1 4 6,;. 2-2"x 6"P.T.SILL PLATES I fir' 1 s Q c 1 @ 12 O.C. 2.14.23 D.O.B. FILE SET GRAVEL BACKFILL 4:: 2 3 1/"x 11/'LVL OR ALL EXTERIOR WOOD AND ° 2"CONCRETE RATSLAB W/ i t i 5%"x 11%"APB v 1 WOOD IN CONTACT WITH CONCRETE 2"RIGID INSULATION c 1 6x6 W2.9xW2.9 WWF, TO BE PRESSURE TREATED 1 1"CLEAR FROM TOP OF SLAB ON o c' 6 MIL.POLY.VAPOR BARRIER ON �' — — c v c 1 Q" v - CONTINUOUS WATERPROOFING / °.1 Q �? 2"RIGID INSULATION ON v� v v 2"x 12"P.T.LEDGER 12"POURED CONC.FOUNDATION W/ s d 6"GRAVEL BASE ON WELL TAMPED SOIL I c { BOLTED TO FOUNDATION WALL W/ EXPANSION JOINT,TYP.ALL CONDITIONS i %"THRU BOLTS STAGGERED, #5 REBAR @ 12"O.C.,HORIZ.AND VERT. r 1 I I J TYP.ALL CONDITIONS c CRAWLSPACE T.O.SLAB+10.13 v — T.O.SLAB+10.13' vg { v — — T.O.SLAB+10.13' v — — _ a 1 Q.. l C J aI +9.0 TYPI ° CQ ° Q. EXISTING GRADE LINE CT Qb1 r ° Project Address: CONTINUOUS WATERPROOFING 1 c c Q t- MEMBRANE 18"x 18" POURED CONCRETE PIER W/ 4-#4 REBAR ON 1 Q 1. 4'-0"x 4'-0"x V-0"POURED CONC.FOOTING W/ J 5-#5 REBAR EACH WAY Q c I lv 850 BAY HOME ROAD TYP.FOR 3 ° 1 c SOUTHOLD, N .Y. 11971 ------ ---------— a ° ° a ° c 1 C I< 1 0 3' TY Date: 2.14.23 Project No: 21.002 T —� - -<4- - - a_.c Q a v —c- - _v— _Q—° — c c O.FTG+5.42' ° M — — B.O.FTG+5.42' ° ° — _ i — Q c ° B.O.FTG+5.42' Scale: AS NOTED Drawn By: JC Dwg. Title: 5/#5 CONTINUOUS ! DETAILREBAR,TYP. SECTIONS 4'-0"x V-0"POURED CONCRETE FOOTING B.O. FOOTING MIN.3'4"BELOW EXISTING GRADE. i Dwg. No.. 2 DETAIL 3 DETAIL 4 DETAIL - SIM AS DETAIL 2 SCALE. 1 - 1 0 SCALE: 1"-1-0 SCALE: 1"=T-O" _ e Page: 13 OF 15 Architect: CURTISS A.D. James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcurtissarch@gmaii.com www.curtissad.com Owner: BUILT P DM -PLY R L ROOFI 3 BY LISLE 0 ER LYW00 ON ROOF 11,11 nV Johnny Donadic BUILT U EPDM 3 LY ROL RO OV 850 Bay Home Road IHFIL �' /�Uul (37 DE PLY ED RI ID INSI ATION 0 )OD D OD ON Southold, N.Y. 11971 R G L OOD Y2"EX R11 CLOSE - -OA INSULA ON Consultants: Y8LGY D. IN 12 1 T ] 121 2---.- L-7 LL 11 1111 TTT-TTTTTTTTTTTTTTTTTT-TTI' .................................. .......... .......... ............. ........... ........... ............. ..............1.�I....I.......I....... ........ .. . ........ .............................. .......... ..................... ... .... .... ........... ......................... ....... ........... ................. . .......... ...... .......................... .......... ........... ..................... ................. ............. .......... ....................... ............. ........ ..................... ......................*...... ......... 44 it ....................... .................. ....... .......... ...... ....... ........ ........... ZIA, .... ...... 3-12',',"x 7Y, 'LVL HDR. V/ 21/2"x 7"ME AL.�LIIU HILM -6 BOLTED THROUGH W/ �41 X 7 X� LVL H R.W1 )/2"BOLTS TAG 3ERED 2 Y2 - 7"METAL FLII CH PLATE "Y OLTS STAGGERED 2 it TI_E ASS LECTED BY OWNER,P TCH EDGES ON FULL MOR"rARB ED WITH 2x2-16/16 GU GE WW PI ON 4""CON RET SLAB W/6x6-W2 9xW2.9WV,F, Seal: CLEAR FROM TOP OF SLAB ON 6 MIL.POLY.VAPOR B�ARRIER ON R MOVE DISTURBED SO LAND ORGANIC MATERIAL A D THEN BACKFIL L WITH CONTROLLED FILL. 6d' T_T_T1 I FIRS R+13.4' 1 .4' T11 ---------------------------= ...... -Tim- 2"x12"P.T.DECK.JSTS @ 12"O.C. AL 311 2"x 12"P.T. LEDGER BOLTED TO FOUNDATION WALL W/ NOTE:PITCH ALL GRADE AWAY FROM BUILDING X2"THRU-BOLTS STAGGERED, D TYP.ALL CONDITIONS GRADE MIN.6 INCHES FOR FIRST 10 FEET AS PER A A 1, r ' '� 1 1 l l R401.3 OF THE N.Y.S.BUILDING CODE,LATEST EDITION.ION. FOR IMPERVIOUS SURFACE,PITCH MATERIAL 2"RIGID INSULATION,TYP. -Y4"-f+7.(2%)AWAY F OI+BU4LDfNG— —ENGINEERED FLOORING ON f WARMBOARD-S ON GRAVEL BACKFILL 23 Y43"ADVANTECH TREATED PLYWOOD SUBFLOOR ON \ ° °�< TJI PRO 230 @ 16"O.C. 2"RISID INSULATION 9Y2 04 < S R-30 BATT INSULATION No. Date Submission Revisions CONTINUOUS WATERPROOFING A 2"CONCRETE RATSLAB W/ 2.14.23 D.O.B. FILE SET 8"POURED CONC.FOUNDATION W/ 6x6-W2.9xW2.9 WWF, #4 REBAR @ 12"O.C.,HORIZ.AND VERT. 1"CLEAR FROM TOP OF SLAB ON CRAWLSPACE 6 MIL. POLY,VAPOR BARRIER ON B.O.FTG+10.13' < _T7 2"RIGID INSULATION ON -—-—-—-—-—-—-—- . . . . . . . • 4"GRAVEL BASE ON WELL TAMPED SOIL < Y2"EXPANSION JOINTS, TYP.ALL CONDITIONS WHERE v r° 4 , a r SLAB MEETS'NALL +9.0' .° i. I ,~ < 8"POURED CONC.FOUNDATION WALL W/ v V #4 REBAR @ 12"O.C.,HORIZ&VERT.ON 8" 81 Project Address: < — — — — — — — — — — — — — — — — — — A_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — < — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — – 850 BAY HOME ROAD SOUTHOLD N .Y. 11971 < ,- - - ,0 44--='po= ;72 <I — — — — — — — — — — — — — — — — — — 041IN-B.O.FTG+5.42' .14 4'-0"x 1'-0"POURED CONCRETE FOOTING W/ Date: 2.14.23 4 5-#5 CONTINUOUS REBAR Project No: 21.002 B.O.FOOTINGS TO ALIGN 2'-8" Scale: AS NOTED 8"x 16"POURED CONCRETE FOOTING W1 3-#4 CONTINUOUS REBAR Drawn By: 3C B.O.FOOTING MIN.T-0"BELOW EXISTING GRADE. ALL B.O.FOOTINGS TO ALIGN Dwg. Title: 21 SECTION SECTION SCALE:Y4" V-0" SCALE:4" V-0" DETAIL SECTIONS Dwg. No.: ■ Page: 13 OF 15 I I I I I I I I L I IL L L I L 14 J Ll L Architect: A200 A 2 CURTISS A.D. Z A-301 James Curtiss, R.A. 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 718.702.7354 jcuftissarch@gmail.com www.curtissad.com Owner: 2 2 Johnny Donadic ?.•ilIiiIIIII i!I!Ii?li3,iiiiIIIiIIIII;iIII SIiIii:Ii!!I i!Iil iII`I!;I!i A- 01 -202 lIIIIII(IIIII(IIIIIIII,!I!? ._..-_- _... .. �—I� 1i =c,OhO O O I Ii .-_ / O Ti 850 Bay Home Road Southold, N.Y. 11971 Consultants: A-202,r DECK r 331-8" 51- 54 91, 59 33'-221" 16AZ3" 04 01 Eu. Eu. op LID IY4"X 1 1'//8"LVL NUK. 3- / x 11/"LVL HDR. co X C'4 6"x6"PRESSURE TREATED POSTS FROM RIDGE TO FOUNDATION BELOW. BED 1 BED 2 �2 2"A0"CLG.JSTS @ TAU'CLG.JSTS @ 16"O.C. 16"O.C. DECK ALL LVL'S TO BE THROUGH-BOLTED FOR-WOOD-R4DGE-PIR-OVIDE 3 iP.T. POST 6"x6"PRESSURE TREATED ;0 POSTS TO C14 FOR STEEL RIDGE-PROVIDE 6"0 STEEL POST----\ 10'-2" T-10" 10'-2" FOUNDATION BELOW. C� op 5 51" 51 2 2 5-2 2" co 3-71l' -0-8f" -7�1 5-48" 'x 4 5'9 3' 5 C'. L co % 3-1%"x 11 LVL HDR. 3-IY4"x 11%"LVL HDR. 6"x6"PRESSURE TREATED POSTS TO FOUNDATION BELOW. L0 ZIA 0"CLG.J STS @ .... ........ 16"O.C. co X C14 U-) DEC BR 3 K TAO > CLGSTS @ 1.1 O.C. 6 -N� IN X i C� NZ WIC ........... NA-300f -- ---- -- ---- ------ ----------- r Seal: 15 GENERAL STRUCTURAL NOTES: 51" �21 2 1. FRAMING DIMENSIONS ARE FROM STUD-TO-STUD. 5'-9Z8" 5,48-1 3-7�1" 548" 3'-711" 2. REFER TO WALL TYPES ON A-002.00 FOR WALL COMPOSITION. 3. ALL LVL'S TO BE THRU-BOLTED 2"x 12" 16"O.C. 2"x 12"(cD 16"O.C. --------------------- ROOF RAFTERS ROOF RAFTERS 6"x6"PRESSURE TREATED 3-IY4"x 7Y4 LVL HD W/ U') 0 D > POSTSTO u) 2 4/2"x 7"METAL FLITC PLATES BOLTED THROUGH FOUNDATION BELOW. TAU' Y2"BOLTS STAGGERE HALL CLGASTS @ X X1 lx'� U') 16"O.C. BR4 NZ 2 51" Cq -1, 1c HALL ;�g 5-21 X 3-741-- LIVING - KITCHEN - DINING 03 2"x10"CLG.JSTS @ 0 16"O.C. �ECH R/ OM A- 6"x6"PRESSURE TREATED ED POSTS FROM RIDGE TO 5 00 TE O STAGG ERE 5-12" FOUNDATION BELOW. 16'-2" C� 4 cly >< 61 > NVIN X 00 No. Date Submission Revisions X CID 521" 51" STORAGE OUTDOOR 3-21 2 C.i FOR WOOD RIDGE-PROVIDE 3-2"x8"P.T.WD.POST X 2.14.23 D.O.B. FILE SET FOR STEEL RIDGE-PROVIDE 6"0 STEEL POST 9'-62" TORAGE 1� 2-61 co -81 A- 3-1Y4"x 9)/2"LVL HDR.. -------- AM, Wil IN N. 2"x 12" 16"O.C. 2"x 12"(p)16"O.C. CS, I ROOF RAFTERS 6'-1z' 8 ROOF RAFTERS 5- 2 5 2 -12" 51" 52 52 DOUBLE JOIST q MODIFIED 6 5'-5-4" 3-7�1-' 8'-7�3" 7-0-,1' 0 4 to V 39 2�2 BATH a C/) C/) 3-1Y4"x 7 LVL HDR.W/ U) 2-2"x 10" 2-2"x 10" 2-)/2"x 7"METAL FLITCH PLATES 2-2"x10" C/) W W BAR -i -J BOLTED THROUGH W/ -E X PNTR/STOR A C� ,Y2"BOLTS STAGGERED— 0 0 15'-2' C? HALL —V— __J WINE DOUBLE JOIST 3-IY4"x 14"LVL HDR.(FLUSH @ ATTIC) U ---------- IIIIIIII1( !IIIIIII z X0 —CS1 2 U-) 3-1Y4"y 7Y4 ILVL 1-DR.W/ -81 LL' 0 < cr) T 0 C14 C14 C14 C14 Project Address: FAMILY ROOM = CIO 2 U) 2-/ x i"METAL FL TCH % -J > 0- :D PLATES BOLTED TH OUGH W/ M0 MCH LU ROOM co ;3 -N�0 2 X10" LL- Y2"BOLTS STAGGERED x LL- FOYER 2"AT V5 III-i < < f > 7 CLG.JSTS L> IN CLG.JS--S @ co -J b U- Ld 16"O.C. LL. C� GARAGE d 0 1w 0 R PARLOR x 00 OVER 61�-O.C-. r-1 0 - x 1� X 11� 0 NIUDRO — X 850 BAY HOME ROAD U) I L-L I I 1 -1 - - r ' 0N C? F- --1 �7 EO SOUTHOLD, N .Y. 11971 -FL— BATH 3 - ------- --1--NDRT L? --4-4 Date: 2.14.23 W D CL Project No: 21.002 U') 3-2"x8" 3-2"x 8" :100 Scale: AS NOTED -----------—----------- Drawn By: 3C o —..-----_--'.....V..--_// /O//- �—�-- ...f �zoJ-_"�' -- — 3 \.0' & Dwg. Title: 6-14 8'-7�3" 6-3 2--Q" 15'-0l' 25-11" e ----------- it 0 4 BEDROOM �5-21-' 26'-2" 5 12 2 0- T-10" 15-0" 5' 26'-0" L12 7 e FRAMING PLAN Dwg. No.: C" <2 2 A-2 A-202 T5�-2211'--1 C, HDR WI U ■ 0M _2 2 At, > A-2>02 AQ61 <A 201 A 202 Page: 15 OF 15 r �.J PROJECT: �.� , . �l Architect: - - - - -- `� CURTISS ARCHITECTURE PLLC James Curtiss,R.A. FRI` IV ;;- _ TE RESIDENCE - ADDITION - ALTERATION 1527 Franklin Avenue-Ste,306 , Mineola,N.Y. 11501 718.702.7354 850 BAY HOME ROAD , SOUTHOLD , N .Y. 11971 jcurtissarch@gmaii.com www.curtissad.com Owner. SCT, Chrome Waves LLC ' : 1000- .5605- 1 .4 850 Bay Home Road 1N37o 16,00„W Southold,N.Y. 11971 DRAWING LIST: _ - - -- - - _ 209,00 - 2 - - - - _ Consultants: 1. TITLE SHEET-SITE PLAN A-001.02 ' 2. PROJECT NOTES,RISERS,&LEGENDS A-002.00 3. GENERAL NOTES&CONDITIONS A-003.00 p _ 4. SCHEDULES&TABLES-ENERGY CODE A-004.02 -- _ p 5. GENERAL PROJECT DETAILS A-005.00 } 6. FOUNDATION PLAN ( A-100,02 % 7, GROUND FLOOR PLAN A-101.02 ( EXISTING DIMENSIONS FROM PROPERTY LINE TO 8. ROOF PLAN A_102.02 1 � A 2bo.o2 , PERMITTED WORK TAKEN FROM AS-BUILT SURVEY 9. FRONT&REAR ELEVATIONS I 10. NORTH ELEVATIONS&SECTION A-201,02 BY M{CHAFE K.WICKS DATED 3.21.2024 11. SOUTH ELEVATIONS&SECTIONS j A-202.02 �? 12. BUILDING SECTIONS A-300.02 ' 13. BUILDING SECTIONS A-301.02 J 14. DETAIL SECTIONS A-400.02 m ( �, ) w 15. DETAIL SECTIONS A-401.02 ) `_ 16. FRAMING PLAN S-101.02 '� ` ti 00 _J ( Z THIS PROJECT HAS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL. Q ~i ) J v PERMIT REF#R-22-1555 ! �. X I ) <L SEE:SANITARY SITE PLAN PREPARED BY JOSEPH FISCHETTI,PE W _ `4 ZONING INFORMATION & APPROVALS SITE:PLAN BASED ON SURVEY BY: MICHAEL K.WICKS,LAND SURVEYING DATED:12.29.2021 0 + 8.5' *280-124 Nonconforming lots DECK NOT TO ENCROACH 850 BAY HOME ROAD W _ _- REAR YARD SETBACK TAX MAPLE 11000-56-051.4 - +��'----- - j--- -- - - - - -- - - - 2 `- LOT COVERAGE(SF): ALLOWED EXISTING PROPOSED TOTAL - - ZONE: R-80* 40,128 SF 40,12$SF � - - LOT SIZE 0.921 ac 0s21 ac i{ EXISTING 46.1 ---- LOl'CO J_RAGE: --- - 20/o -- - ` -- -- - l - --- --- -- - . ---- (8,025.6) _ EXISTING: DECK 1. DWELLING 716.0 716.0 PROPOSED: + F.D.E.:+ 13.4' i 2. DWELLING 4,337.6 4,337.E - I 3. REAR DECK il. 2,486.0 2,486,0 4. FRONT ENTRY ! 51.8 51.8 �n 5. FRONT WALYWAY 156.4 156.4 j 34'-2" r . _- - -- J f: TOTAL 716.0 i 7,031.8 7,747.E<8,025.E C 1s.3"i.< ' j zo��o PROPOSED ) EXISTING GARAGE I SETBACKS ALLOWED EXISTING PROPOSED ALLOWABLE -- _ � 1 STORY, FRONT 5n'_o" sir` _2� TO BE REMOVED r„ Y, Sea!' REAR 501-01 6T-6" 1, 2 FRAME DWELLING'-,, 2o'-op MINI.SIDE YARD. 20'-0" ` - HEIGHT- -- - - -- ALLOWED EXISTING PROPOSED DECK ( i -- - - - -- - -- - J 3 i- 35-0„ 25'-9" it F Q E'+13.4' ( �r 14'-10 ) B. \ I k + 11.7 I PROPOSED 1 , 1 STORY - 2'.1. N. 10'-8" FRAME DWELLINGC14 _ __ --- - - F.F.E.:+13.4' "' -1"' 3- I - - 23.4 -2 - - _ I L- - 2 �C7 j EXIST. FRAME 3.1 - ' PROPOSED O -� _ RESIDENCE 14'-11j 7-6 ------ 2-CAR `� ` 1 DRIVEWAY rn 3:2,486.0 SF Q I #850 ` x ? m 3.4' N --- 14'-11" GARAGE r`' " C7 No. Date Submission/ Revisions , EXIST.F.F.E.:+13.4' 3.1 � __ _ � N - -- - -- I - -- - - COVE WALKWAY _.. ' RED 2"14.23 D.O.B. FILE SET -- - - 26'-8"' 3 4' F - - - -- - - ---- -- - --- GENERAL REVISION - - -- - - . _ - - - - - -- - - --- - -- 1 3 29 23 EXISTING - -- - ----- -- - -- .._ -- - tr 2 7,14.24 FINAL STRUCTURAL AS-BUILTS 8.0 2 , 2:4,337.E SF - L N 5.8 _2.3 X 11.o X 11.0' - 11.5 + 13.4' ---� - - ' ` = DRIVEWAY / EXISTING FRONT - - _5 - -- . 1 716 0 5: 156.4 SF STEP TO BE REMOVED _ --- 4:51.8 SF c� Z 2 z 2 - W GO d- >- CI? yX I z I ) Project Address: LLI _ Q w I LOT COVERAGE ANALYSIS � DRIVEWAY ,I � 850 BAY HOME ROAD 2 SCALE:N.T.S. � SOUTHOLD N.Y. 11971 f _ � it PROPOSED ADDITION IS ONE(1)STORY. --- - q p FIRST FLOOR IS SET AT 13.4'TO MATCH EXISTING HOUSE. p+q.c o 1 n - - ---- - - - 728.89 GRADE PLANE*IS SET AT 12.06' Q)+,3.4' ,S37 16 00 E - - - - - Date: 2.14.23 _GRADE PLANE AVERAGE*: 20C�.OQ 1. 13.4' Project No: 21.002 L.. 11.0' -- -- ---- 3 \ _ Scale: AS NOTED (� &4. 9.0' Drawn By: JC _ �MI a 5 9.0' i � y L� 6. 11.0' Dwg, Title: 7. 13.4' 9, 134' JUL 1 6 2024 SITE PLAN 10, 13.4' 11. 12. 13.4 _- -- (8)+13.4' --- TTL=144.8112 =12.06' ---- - - - - - -- -- - BUl7LDING DEFT. TONYv 'yF souniol Dwg, No,: (2)+„ BAY HOME ROAD i (1)+13.4' (12)+13.4' (10)+13.4' (9)+13.4' 2 1 SITEP PLAN -- --- AwmOO /, e SCALE:N.T.S. -- - - --- --- - --- -- - -- ` AVERAGE GRADE ANALYSIS 3 I SCALE:N.T.S. Page: 01 OF 16 Architect: STABILIZE ENTIRE PILE WITH CURTISS ARCHITECTURE PLLC VEGETATION OR COVER ABBREVIATIONS LEGEND: D.O.B. GENERAL NOTES James Curtiss,R.A. ABBREVIATIONS PERTAIN TO ARCHITECTURAL DRAWINGS ONLY.REFER,TO CONSULTANTS DRAWINGS FOR THEIR ABBREVIATIONS. --- - - -- SCOPE OF WORK: NEW RESIDENCE 1527 Franklin Avenue-Ste.306 PROPOSED CONSTRUCTION Mineola,N■Y. 11501 _- --- - -- _ 2 �° PERCENT D4N DISHWASHER H.B. HOSE BIB I O.G.OR o.c.ON CENTER SUSP. SUSPENDED C � 1. ALL WORK TO CONFORM TO THE LATEST REQUIREMENTS OF THE 2020 DROP ARCH OR CONDITION ABOVE RESIDENTIAL CODE OF NEW YORK,2017 UNIFORM CODE SUPPLEMENT,AND THE ]1$,]02,7354 1 & AND 0 VG(S} DRAWING(S) NG HOLLOW CORE OGC OCCUPANT SV SHEET VINYL 2020 ECC ENERGY CODE.FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY @ AT H.C. HANDICAPPED O.D. OUTSIDE DIAMETER REQUIREMENTS,THE BEST OF TRADE PRACTICES,AND THE REQUIREMENTS OF jcurtissarch@gmail.com # POUND OR NUMBER E EAST HD6VD HARDWOOD 0/H OR OVHD OVERHEAD T TREAD PROPOSED POURED CONCRETE ANY OTHER AUTHORITY HAVING JURISDICTION. www.curtissad.com EA EACH HDWR HARDWARE OPN'G(S) OPENING(S) TBD TO BE DETERMINED FOUNDATION WALL AND FOOTING ` A.C.T. ACOUSTICAL CEILING TILE EIFS EXTERIOR INSULATION& HM HOLLOW METAL OPP OPPOSITE TEL TELEPHONE GENERAL NOTES Owner. GRADE FINISH SYSTEM DOORS AND FRAMES OWSJ OPEN WEB STEEL JOIST TEMP TEMPERATURE OR TEMPORARY ALIGN ADD'L ADDITIONAL EJ EXPANSION JOINT ( } Chrome Waves LLC ADJ ADJACENT OR ADJUSTABLE HORZ. HORIZONTAL OZ. OUNCE TER TERRAllO DENOTES ALIGNMENT OF 1. SEE GENERAL NOTES ON A Ob3.00 FOR ADDITIONAL REQUIREMENTS. EL ELEVATION INDICATED SURFACES 2. NO WORK TO BEGIN UNTIL A PERMIT IS ISSUED BY THE TOWN OF SOUTHOLD OR ANY 850 Bay Home Road ALT ALTERATION OR ALTERNATE EMER. EMERGENCY 3, INTERIOR DIMENSIONS ON A-101.04 ARE FROM FINISH-TO-FINISH. AFF ABOVE FINISHED FLOOR HR HOUR PERF. PERFORATED T&G TONGUE&GROOVE Y INSTALLATION NOTES: ELEC ELECTRIC OR ELECTRICAL HSS HIGH STRENGTH STEEL PL PLASTER THK THICK OTHER GOVERNING JURISDICTION. Southold,N.Y. 11971 AREA CHOSEN FOR STOCKPILING SHALL BE DRY AND STABLE ALUM ALUMINUM ENCL ENCLOSURE HGT HEIGHT PLAN! PLASTIC LAL41NATE T.O. TOP OF SECTION REFERENCE NUMBER 4. INTERIOR DIMENSIONS ON 8-101.00 ARE FROM STUD-TO-STUD HVAC HEATING,VENTILATION AND PLYWD PLYWOOD TOC TOP OF CONCRETE DRAWING REFERENCE NUMBER 5. WALL TYPES ARE ON A-002.00 MAX.SLOPE SHALL BE 112 ANQD. ANODIZE EP ELECTRIC PANEL ^ S. REFER TO A-005.00 FOR ALL CONNECTIONS,FASTENERS,AND STRAPPING Consultants: UPON COMPLETION OF STOCKPILING EACH PILE SHALL BE AIR CONDITIONING POL POLISHED TOS TOP OF STEEL -- - APPROX. APPROXIMATE ELEV ELEVATOR i SURROUNDED HWH HOT WATER HEATER POLY POLYETHYLENE OR TPO THERMOPLASTIC POLYOLEFIN REQUIREMENTS. ! ARCH ARCHITECTURAL ENG. ENGINEER 7. ELECTRICAL INSPECTIONS ARE REQUIRED BY TOWN OF SOUTHOLD ACCEPTED AGENCY. WITH SIL';FENCING OR STRAND BALES,THEN STABILIZED WITH POLYURETHANE TYp TYPICAL ASTM AMERICAN SOCIETY FOR VERIFY WITH AGENCY TYPE AND SCHEDULE OF INSPECTIONS. VEGETATIO J OR COVER EPDM ETHYLENE PROPYLENE IN INCH PP. PONDER ROOM UL UNDERWRITER'S INDICATES ELEVATION NUMBER TESTING AND MATERIALS ! A-V AUDIO-VISUAL DIENE MONOMER INCL INCLUDED OR INCLUDING PR. PAIR LABORATORIES INC. INDICATES SHEET NUMBER 7. ALL CONSTRUCTION WORK PERFORMED ON PREMISES ARE TO BE (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 I SOIL STOCKPILING USING SILT FENCE DETAIL EFT 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 EQUIP. EQUIPMENT JANT. JANITOR VB VAPOR BARRIER ��DRAWING REFERENCE NUMBER INSURANCE CERTIFICATES,OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES BET. BETWEEN PT PAINT BLDG BUILDING EST ESTIMATED JT JOINT VCT VINYL COMPOSTION TILE PTD PAINTED U REQUIRED BY ALL GOVERNING JURISDICTIONS. BLK BLOCK E.W.C. ELECTRIC WATER COOLER L LINEN PART. PARTITION VERT VERTICAL INDICATES AREA OF DETAIL EXIST EXISTING LAB LABORATORY VEST. VESTIBULE 9. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR BLK'G. BLOCKING PVC POLYVINYL CHLORIDE PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS BLKD BULKHEAD EXP EXPOSED LAM LAMINATE VIF VERIFY IN FIELD INDICATES NEW DOOR IF THEY WERE INDICATED IN THE DRAWING. BM BEAM EXP.JT. EXPANSION JOINT LAV LAVATORY Q.T. QUARRY TILE VOL VOLUME 10. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE B.O. BOTTOM OF EXT EXTERIOR LB(S) POUND(S) QTY QUALITY VWC VINYL WALL COVERING l , STIPULATION OF LOCAL AUTHORITIES,BUILDING MANAGEMENT OR BOARD OF BIS BOTH SIDES LIN LINEAR OR LINEAL DIRECTORS. FA FIRE ALARMR RISER W CLOTHES WASHER OR WEST BREAK BSMT BASEMENT LT LIGHT AK MARK 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL F.A.R. FLOOR AREA RATIO I R. RADIUS W/ WITH CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. WIRE OR SNOW FENCING STAPLED TO POSTS, FD FLOOR DRAIN R8 RESILIENT BASE WC WATER CLOSET OR THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND EXTENDING INTO TRENCH W1 STANDARD STRENGTH FILTER CENTERLINE MAS MASONRY FDN FOUNDATION R.C.P. REFLECTED CEILING PLAN WALLCOVERING BRACING FOR ALL STRUCTURAL REMOVAL TASKS,THE CONTRACTOR SHALL FABRIC WITH FLOW RATE OF 0.3 GALJS.FJMIN.ATTACHED r MAX MAXIMUMCAB. CABIN�T RD ROOF DRAIN INDICATES TO THE FENCE&EXTENDING INTO TRENCH O FE FIRE EXIT MECH MECHANICAL W'D WOOD HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR CAP. CAPACITY RE: REFER TO NEW WINDOW(U.O.N.) DURING THE EXECUTION OF THE WORK. F.E.C. FIRE EXTINGUISHER CABINET MED. MEDIUM W/D STACKED WASHER/DRYER CJ CONTROL JOINT REBAR REINFORCING BA,R 12. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL 5'-0"LONG STEEL CHANNELS OR FBO FURNISHED BY OTHERS WDW WINDOW MEZZ MEZZANINE MME � ZL REVISION TAG DIMENSIONS REQUIRED FOR OTHER TRADES:MECHANICAL,ELECTRICAL, 4"x4"WOOD PASTS,2'-0"INTO GROUND, CL CLOSET P.EC'„1D RECOMMENDED I � FF FINISH FLOOR WIC WALK-IN CLOSET (t!DF MEDIUM DENSITY FIBERBOARD FF r PLUMBING,ETC. CLG CEILING REF. REFERENCE OR FFD FUNNEL FLOOR DRAIN W/o WITHOUT CLK'G CAULKING MFD MANUFACTURED REFRIGERATOR 13. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS FH FIRE HYDRANT W'P SD WATERPROOFING OR SMOKE DETECTOR MFG MANUFACTURING REQUIRED TO PERfORPA ALL OF THE WORK INDICATED ON THE DRAWINGS,AND CLR CLEAR FHC FIRE HOSE CABINET MFR MANUFACTURER REINF REINFORCED OR REINFORCING WALLPAPER ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. GRADE CMU CONCRETE MASONRY UNIT FIN. FINISH MH MANHOLE REP REPRESENTATIVE WrR WATER RESISTANT ® CARBON MONOXIDE 14. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT CO CARBON MONOXIDE FIXT FIXTURE REQ'D REQUIRED WT. WEIGHT AND SHALL BE PROPERLY CAPPED OR PLUGGED. MILL MILLWORK GFCI COL COLUMN FL FLOOR REV REVISION WNVF WELDED WIRE FABRIC +42" OUTLET WI HEIGHT ABOVE FLOOR 15. ANYIALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORATED BY BACKFIL.L AND COMPACT MIN MINIMUM CONC CONCRETE FLUOR FLUORESCENT MISC MISCELLANEOUS RM ROOM WWM WOVEN WIRE MESH PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN EXCAVATED SOIL INSPECTION AND REQUIRED SIGN-OFFS. MM MILLIMETER CONST. CONSTRUCTION F.O. FINISHED OPENING R.O. ROUGH OPENING YR YEAR ® EXHAUST FAN-SEE M.ELECTRICAL CONT CONTINUOUS FOB FACE OF BRICK A-003.00 4"A"TRENCH UPSLOPE M.O. MASONRY OPENING 3068 3'-0"x 6'-B" FOR DOORS GUARDS:AS PER R312.1 CP CONTROL PANEL FDIC FURNISHED BY OWNER, S SOUTH ( ) GUARDS RAILS SHALL BE PROVIDED FOR THOSE PORTIONS OF ALONG THE LINE OF POSTS CPT CARPET MTL METAL SC SOLID CORE ( A) INSTALLED BY CONTRACTOR OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,RAMPS,AND INSTALLATION NOTES: CT CERAh11C TILE FP FIREPROOFING N NORTH SCHED. SCHEDULE OR SCHEDULED GENERAL USE RECEPTACLE DISTRIBUTION AND COUNTERTOP RECEPTACLES TO LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES MEASURED CTR CENTER FR FIRE RATED OR FIRE RATING ! NAT NATURAL SCWD SOLID CORE WOOD DOOR FOLLOW NOTES:AS PER E3901.2&E901 A OF 2020 RESIDENTIAL CODE OF VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN EXCAVATE 4"z4"TRENCH ALONG LOWER PERIMETER OF SITE CF CUBIC FEET FT FOOT OR FEET NOL NO DOLLAR LIMIT SD SMOKE DETECTOR N.Y.STATE. 36 INCHES HORIZONTALLY TO THE EDGE OF THE Of EN SIDE. INSTALL A SECTION AT AT!ME,AND POSITION THE POSTS AGAINST THE BACK CY CUBIC YARDS FTG FOOTING NIC NOT IN CONTRACT SECT. SECTION THE DRAWING REPRESENT THE MINIMUM REQUIREMENT NECESSARY TO SATISFY INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. (DOWNSTREAM WALL OF THE TRENCH,NET SIDE AWAY FROM DIRECTION OF FLOW) D CLOTHES DRYER REQUIRED RECEPTACLE LOCATION.VERIFY WITH OWNER ALL ADDITIONAL HEIGHT:R312.1.2. FURR FURRING NO.OR No. NUMBER SF SQUARE FOOT/FEET c c REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING DRIVE POST INTO GROUND UNTIL NETTING IS APPROX.2"FROM THE TRENCH BOTTOM DGG DENSGLASS GOLD FIREGUARD RECEPTACLE LOCATIONS.LOCATIONS CANNOT BE LESS THAN WHAT ARE ON THESE LAY THE TOE-IN FLAP OF FABRIC INTO THE UNDISTURBED BOTTOM OF THE TRENCH, FUT. FUTURE NOM NOMINAL SHT. SHEET PLANS.. STAIRS,PORCHES,BALCON'ES,OR LANDINGS,SHALL NOT BE LESS DEG. DEGREE SIM SIMILAR THAN 3'-0"(36 INCHES)IN HEIGHT MEASURED VERTICALLY ABOVE THE STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH NTS NOT TO SCALE DEMO DEMOLITION E SMOKE&CARBON MONOXIDE REARMS:AS PER R-314,R-31S: ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE JOIN SECTIONS AS SHOWN ABOVE. GA V ge. GAUGE SPEC SPECIFICATION SMOKE ALARMS&CO DETECTOR NOTES AS PER SECTION R314-315 OF THE 2020 NOSINGS. D.F. DRINKING FOUNTAIN GALV GALV!NIZED SPR SPRINKLER !' DIAG. DIAGONAL GB IGYP.BD GYPSUM BOARD SQ.OR SQUARE RESIDENTIAL CODE OF NEW YORK STATE: 5 I 'SILT FENCE DETAIL DIA.H DIAMETER G.C. LL SMOKE&CARBON MOXIDE ALARMS TO COMPLY WITH SECTION R314-315 OF THE 2020 EXCEPTIONS: .C. GENERAL CONTRACTOR S.S. STAINLESS STEEL N.Y.S.RESIDENTIAL BUILDING CODE,LATEST EDITION PROVIDE SN40KE DETECTOR IN STALE:N.T.S. DIFF DIFFERENCE OR DIFFERENTIAL 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A GFI GROUND FAULT INTERRUPTER ST STONE EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE VICINITY OF THE HEIGHT OF NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM DIM DIMENSION or GL GLASS DIMMER(LIGHTING) STD STANDARD R BEDROOMS AND IN THE BASEMENT A CARBON MONOXIDE DETECTOR ON ANY STORY A LINE CONNECTING THE NOSINGS. HAVING A SLEEPING AREA,WITHIN 15 FEET OF THE SLEEPING AREA.ALL DETECTORS TO 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON DN DOWN GP GEORGIA-PACIFIC STL STEEL DR DOOR GYP GYPSUM STOR. STORAGE BE HARDWIRED TOGETHER WITH BATTERY BACKUP THE OPEN SIDE OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT I G.W.B. GYPSUM WALL BOARD LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES AS Seal: DTL DETAIL 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 POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT, R312.1.3 OPENING LIMITATIONS: R311.7.2-HEADROOM: THE HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN V-8" REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE OF A SPHERE 4"IN DIAMETER. STAIRWAY. EXCEPTIONS: R311.7.5.-STAIR TREADS AND RISERS: THE RISER HEIGHT SHALL NOT BE MORE THAN 8 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, 2 RE-BAR,STEEL PICKETS,OR Ya',THE TREAD DEPTH SHALL NOT BE LESS THAN 9". FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD, R311.7.8.-HANDRAILS: HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34"AND NOT MORE F 2"x2"STEEL STAKES 1-U2"TO 2"IN GROUND i ___ SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. ANGLE FIRST STAKE TOWARD PREVIOUSLY WIRE OR NYLON BOUND BALES THAN 38",HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. r_ st LAID BALE PLACED ON THE CONTOUR O,ENINGS THATALLONJ PASSAGE OF A SPHERE 4/INCHES IN DIAMETER. FLOW INSTALLATION NOTES: BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT WALLS EACH BALE SHALL BE EM3EDDED IN THE SOIL A MINIMUM OF 4" EACH BALE SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BAR a' 63�a _ 7/" /4" DRIVEN THROUGH THE BALES,ANGLED TOWARDS PREVIOUSLY SECURED BALE TO ALL BOND �" �� Y2 REMOVE BALES WHEN THEY SERVED THEIR USEFULNESS SO NOT TO BLOCK THE SITE'S FINAL DRAINAGE ,.5 a�� WET SIDE: DRY SIDE: - •- - " No. Date � Submission/ Revisions ._ UNDERSIDE OF UNDEIRG IDE-OF - - ------ --- I I EXISTING 2,14.23 D.O.B. FILE SET HOUSE -- - ------- ----_ UNDERSIDE OF 2-2"x6'WOOD 2-2"x6"WOOD AL ---- -- STRAW BALE EMBEDDING DETAIL PROPOSED ADDITION TOP TOP - 4 _-_ __ - - -_.___ -__ -__. - GENERAL REVISIONS CEILING-_-- CEILING 3"29.23 --- --_- SCALE:N.T.S. FINAL STRUCTURAL 2-2"A"WOOD 2 7.14.24 1 4"VTR 14"VTR TOP PLATE AS-B U I LTS I 1 LAYER 1 LAYER%"GYP.BD. -- 1 LAYER %"G.W.B.TYPE'X' EACH SIDE ' 2"x6"@ 16"O.C. WOODSTUDS 2'x6"@ 16"O.C. -- -- - --- - i _ _ I __ __ 2"x6"C 16"O.C. WOOD STUDS -_.- MODIFIED BATH BATH#3 V UNDRY KITCHEN BATH 91 BATH#2 BATH#4 � vJ00D STUDS--- - -• HORIZONTAL HORIZONTAL -. __!--- HORIZONTAL BRACING/BLOCKING BRACING/BLOCKING .: - 2' --i-- - BRACING/BLOCKING - - -- - --- - -!f f 2" - 2" - STABILIZE ENTIRE PILE WITH ---7--T ( T r _ -1 - - - 'R-21 BATT INSULATION " "I VEGETATION OR COVER 2 2' - 1 1Y2"I 2'-i 1Y 1Y", 2" 1Yz tV2'i 1Y" 1Yz" 2"' 'Iy'z 1Y"1 1Y' 2' IY" 1Y" 1Y" 2" 1Y' 1 LAYER STONE WALL TILE ON o s 6-MIL POLY s ° - - --- - YB'G.W.B. 1 I l� INSET MORTAR EACH SIDE I 1 LAYER GROUND FLOOR / G.W.B.TYPE'X' - - - - - - - - 2'A'@ 16"O.C. MEMBRANE- - - WOOD STUDS -+ 2"x6" 16"O.G. 2" 3" 1Yz' 2" 3" tY2" j 1 2 2" 1Y2' 2" 3"' 1Yz" 1Y2" 1Yz" 3" 2" 1Yz" 1Yz" 3" 2" ) 1 LAYER,Y"DUROCK @ Project Address: ! WATER-RESISTANT WOOD STUDS I - .I G.O. C.O. { CEMENT BOARD - R-21 BATT INSULATION } � C.O. 3" 3" L- 3" WOOD STUDS- - _ l._.-- (SEE NOTE BELOW) _ - 850 BAY HOME ROAD 2"A"WOOD " T F.A.I. 1 LAYER 58"GYP.BD. - - - SOLE PLATE SOLE SOUTHOLD - _- PLUMBING RISER NOTES � � Y 11971 C.Q. SOLE PLATE 2"x6'WOOD 1. ALL POTABLE WATER LINES TO BE%4"TYPE'L'COPPER. 4" TO APPROVED SANITARY SYSTEM o { 7 FINISH N.Y. _- 2. ALL WASTE&VENT PIPING(ABOVE GRADE TO BE HOUSE TRAP FINISH SOLE PLATE- - _ SEE SANITARY SITE PLAN PREPARED BY FLOOR-----� � FINISH FLOOR -- 1 -_ _ SCHED.40 P.V.C.MIN.BELOW GRADE TO BE E.H.C.I. JOSEPH FISCHETTI,PE AND FLOOR -- _ ALL PIPING BELOW GRADE TO BE CAST IRON APPROVED BY S.C.D.H.S.REF#R-22-1555 __ _ - -- 3. VERIFY W1 OWNER WATER SUPPLY FOR NEW REFRIGERATOR ---- --- --- --- ---- --- ----- --- 4. VERIFY W1 OWNER INSTALLATION OF POT FILLER AT STOVE LEGEND AS DRAWN AS DRAWN Date: 2.14.23 1 2 X AS DRAWN _ "NOTE: Project No: 21.002 STRAY!BALES OR PLUMBING CONTRACTOR TO BECOME FAMILIAR WITH ALL SINK BATHROOM(VET)SIDE: - SILT FENCE PLUMBING REGULATIONS IN THE TOWN OF SOUTHOLD 1 a -PROVIDE ONE(1)LAYER%"WATER-RESISTANT G.W.B. MECHANICAL ROOM SIDES" c Scale: AS NOTED PRIOR TO ANY PLUMBING WORK. -PROVIDE ONE(1)LAYER/ TYPE W FIRE-RESISTANT G.W.B. X.1 Drawn By: JC TOILET BATHROOM(WET)SIDE: BATHROOM(NET)SIDE: -PROVIDE ONE(1)LAYER YB"WATER-RESISTANT G.W.B. Dwg. Title: PLUMBING RISER � SHOWER 1b BOTH3DESNE(1)LAYER%"WATER-RESISTANT G.W.B. _SOIL STOCKPILING DETAIL MECHANICAL ROOM SIDE: 3 ( SCALE:N.T.S. � SCALE:N.T.S. �� BATHTUB 2 PROVIDE ONE(1)LAYER%"TYPE'X'FIRE-RESISTANT G.W.B. PROJECT NOTES NOTES: � BATHROOM SIDE: � C.O. CLEAN OUT 1. ALL WOOD IN CONTACT WITH CONCRETE TO BE WALL TYPE RISERS LEGENDS PRESSURE TREATED. 2 2. PROVIDE BLOCKING AND PLYWOOD BRACING AS WASHING MACHINE REQUIRED FOR SINK,MEDICINE CABINET,AND VANITY. 3. ALL WALLS IN BEDROOM SECTION OF HOUSE TO HAVE "AND GARAGE INSULATION IN WALLS SEPARATING THE GARAGE, R-21 BATT INSULATION FOR SOUND ATTENUATION. AND GARAGE STORAGE ROOM 4. VERIFY WITH OWNER OPTIONAL BATT INSULATION IN ALL Dwg, No.: OTHER WALLS FOR SOUND ATTENUATION. WALL TYPES- SCALE:SCALE:N.T.S. ' wn Ulp% Z' 0 0 UO Page: 02 OF 16 Architect: B.GENERAL NOTES AND CONDITIONS: CURTISS ARCHITECTURE PLLC 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 James Curtiss,R.A. (CONTINUED FROM A-001.00) 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 1527 Franklin Avenue-Ste.306 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 1. OWNER SHALL SELECT ALL: 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. Mineola,N.Y. 11501 9. BACKFILLING OF EXTERIOR FOUNDATION WALLS SHALL BE CLEAN GRAVEL,WELL COMPACTED,BROUGHT EITHER A CEMENTIOUS PLASTER COATING,BENTON!TE CLAY,OR ANOTHER APPROVED METHOD INDUSTRY STANDARDS. 1.1. INTERIOR FINISHES TO A SUBGRADE OF 8"BEL OW SIDEWALK PAVING. PROVIDE REGLET OF TIE INTO BASE COURSE FLASHING 19. MOISTURE RESISTANT GYP.BD.TO BE USED IN AREAS SUBJECT TO MOISTURE OR IN DIRECT 4. ALL INSULATION SHALL BE PROTECTED BYA VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE 718.702.7354 1.2. FLOORING CONTACT WITH CONCRETE. OF THE INSULATION.INSULATION SHALL BE INSTALLED IN SUCH A MANOR THAT PROVIDES jcurtissarch@gmail.com 1.3. INTERIOR WALL TREATMENTS 10. BACKFILLING OVER UTILITIES RUNNING OVER PAVING AREAS SHALL BE OF GRITS.REMAINDER OF SITE 16.CONCRETE FINISHES 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. j9 1.4. APPLIANCES SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDING, CRAWL SPACES.WALLS OF EXPOSED CONCRETE SHALL HAVE NAP TIE HOLES FILLED.PROVDE i'LEVEL 21. TILE AS SELECTED BY OWNER ON FULL MORTAR BED WITH 2x2-16/16 GUAGE WWM ON CLEAVAGE www.curtissad.com 1.5. EQUIPMENT CONCRETE SLAB AT CRAWL SPACES. MEMBRANE 5. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS.ALL COLORS AND FINISHES,ETC., 1.6. PLUMBING FIXTURES 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 SHALL BE REVIEWED BY OWNER. Owne- 1.7. LIGHTING FIXTURES 17.STEP FOOTINGS WHERE ELEVATION CHANGE,1 VERTICAL TO 2 HORIZONTAL. AND A WATER ABSORPTION OF<0.5%. --- 12. FINISH GRADE AS REQUIRED.DISPOSE OF ALL SURPLUS EXCAVATED MATERIALS;PROVIDE ALL FILL AND 6. PROVIDE FLASHING AROUND ALL CONNECTIONS,VALLEYS,HIPS,CORNERS,AND RIDGES,TYP. Chrome Waves LLC 2. ARCHITECT: TOPSOIL TO PROVIDE FINAL GRADING AS INDICATED IN THE DRAWINGS. E.WOOD FRAMING 850 Bay Home Road REFER TO CHAPTER 23 OF THE BUILDING CODE OF NEW YORK STATE FOR ALL CODE RELATED ISSUES 16.CONNECTIONS(SEE STRUCTURAL NOTES): 7. INSTALL ICE DAM PROTECTION T-O"FROM EDGE OF ROOF,AS REQUIRED. Southold,N.Y. 11971 . 2.1. LIMITS HIS RESPONSIBILITY IN REGARDS TO THESE DRAWINGS TO THE EXTENT OF THE WORK 13 GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN JOISTS HANGERS,FRAP,IING ANCHORS&RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIM AS SHOWN AND SPECIFIED.IT SHALL BE UNDERSTOOD THAT THE SCOPE OF THESE DRAWINGS POI �E INCLUDING SHEAR WALLS. GALVANIZED STEEL MANUFACTURED BY SIMPSON,TECO OR APPROVED EQUAL. SPECIAL NAILS AS K.ENERGY NOTES POINTS WHERE ELEVATIONS ARE GIVEN.ABRUPT CHANGES IN SLOPES SHALL BE WALL-ROUNDED.PITCH INCLUDE ONLY ARCHITECTURAL INFORMATION AND THAT NO FURTHER LIABILITY WILL BE 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. Consultants: ASSU.'.ED BY THE ARCHITECT BEYOND THESE SIGNED AND SEALED DRAWINGS. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY TECO,S!MPSON OR 1. THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,THE DRAWINGS CONFORM TO 2.2, ARCHITECT SHALL NOT BE "INSPECTING"THE WORK.THE OWNER WILL HOLD HARMLESS, 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. APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. INDEMNIFY,AND DEFEND THE ARCHITECT FROM ANY CLAI.1 OR SUIT WHATSOEVER, JOISTS SHALL BE ANCHORED TO CONCRETE WALLS NO LESS THAN EVERY 4 FEET USING THE ABOVE 2. DOORS,FRONT,SIDE,INSIDE TO GARAGE,UU_40.DOOR INFILTRATION SHALL NOT EXCEED 1.0 CFM PER INCLUDING,BUT NOT LIMITED TO,ALL PAYMENTS,EXPENSES OR COSTS INVOLVED,ARISING 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. FROM THE CONTRACTOR'S PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S WORK TO REVEALS FILL OR GROUNDWATER. 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 CONFORM TO THE DESIGN INTENT AND THE CONTRACT DOCUMENTS. 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. 2.3. SHALL NOT HAVE CONTROL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 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, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS AND TIME USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING THE WALLS.BRACE TWO ANCHOR BOLTS.FOR POCKET BEAMS PROVIDEn"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. PROGRAMS IN CONNECTION WITH THE WORK IN ACCORDANCE WITH THE CONTRACT 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 DOCUMENTS. CONSTRUCTION IS IN PLACE,PROVIDE TEMPORARY BRACING. 4. ALL WOOD POSTS 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 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 3. GENERAL_CONTRACTOR SHALL: 17. ALL FILL SHALL BE PLACED IN 8'LOOSE LIFTS(MAX.)COMPACTED W/VIBRATORY ROLLERS/PLATES TO WELDED TO THE FLANGES OF THE STEELBEAM.BEARING PLATES AND MOISTURE BARRIERS SHALL BE MEMBER DEPARTMENT. PROVIDE A MINIMUM OF 95%OF THE MAX.DRY DENSITY(ASTM D155T).FILL MATERIAL SHALL QUALIFY AS PROVIDED. WHERE THE MEMBERS ARE NOTCHED,THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. 3.1. OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS,INSPECTIONS,CERTIFICATES,TESTS, SELECT,WITH LESS THAN 10%PASSING NO.200 SIEVE. THE DIAMETER OF THE HOLE IN JOTS sS 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 AND SURVEYS. 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 3.6. IS REQUIRED TO PROVIDE THE OWNER WITH ALL REQUIRED LICENSES,INSURANCE 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% CERTIFICATES,AND INSURANCE COVERAGES. 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. 3.7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND 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 NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH C METAL CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST HANGERS,HURRICANE TIES,POST CAPS. NOT BE CLOSER THAN 518 INCHES TO THE EDGE OF THE STUD, UNCONDITIONED SPACE SHALL BE SEALED AS PER SECTION 403.11(6)AND INSULATED AS PER THE WORK. .CONCRETE NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. SECTION 403.10 OF THE STATE ENERGY CODE. 3.8. NOTIFY THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS IF ANY QUESTIONS ARISE 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI318 REINFORCED CONCRETE BUILDING 7. PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS.REFER TO A-206,00 FOR ALL REQUIRED CONNECTIONS, BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS. 19.ENGINEERED LUI,IBER: 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 CODE,LATEST EDITION AND TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE OR LOCAL FASTENERS,AND STRAPPING REQ.'S. { K) 3.9. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN ALL NOTCHES,HOLES,ETC.IN ENGINEERED LUMBER SHALL BE IN STRICT COMPLIANCE WITH FLOORS. CODES,WHICHEVER GOVERNS. a MANUFACTURER'S GUIDELINES. DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL 8. ALL ENGINEERED LUMBER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE Wl MANUFACTURER'S 10. EFFICIENCY OF HEATING EQUIPMENT SHALL NOT BE LESS THAN 7595. WORK, 2. ALL CONCRETE WORK FOR FOUNDATION AND FLOOR SLABS IS TO BE 1:2:4(PORTLAND CEMENT,SAND, RECOMIAENDATiONS AND SPECIFICATIONS,FOLLOW RECOMMENDATIONS FOR BEARING,FASTENING,AND 3,10. REPORT TO ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE BRACING REQUIREMENTS.PRE-ENGINEERED JOISTS SHALL BE WOOD I-SECTIONS WITH CONTINUOUS 20.PERPENDICULAR FLOOR JOISTS AND BRACED WALL CONNECTIONS: GRAVEL OR STONE AGGREGATE)MIX. W WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF WEBS.JOISTS SHALL BE INSTALLED IN CONFORMANCE WITH ALL MANUFACTURER'S RECOMMENDED HERE 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. THE NEW WORK, 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. 3.11. MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE BUILDING AND OF 3,000 PSI AT 28 DAYS. THE INTERIOR-BRACED WALL SHALL BE NAILED TO THE BLOCKING IN ACCORDANCE WITH N.Y.S.BUILDING L.TYPICAL LOAD SCHEDULE ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. 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 3.12. IS RESPONSIBLE FOR ALL ADEQUATE BRACING OF STRUCTURAL MEMBERS,WALLS AND 4. WATER REDUCING ADMIXTURE SHALL BE INCORPORATED INTO ALL CONCRETE AT A MINIMUM DOSAGE Fb=2,80D 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 NON-STRUCTURAL ITEMS DURING CONSTRUCTION. RECON0;1ENDED BY THE MANUFACTURER. FOR BEARING,FASTENING,AND BRACING REQUIREMENTS. 21.FIRESTOPPING REQUIRED: LOADS AND TO PROVIDE PROPER DESIGN CONSTRUCTION OF FALSEWORK,FORIANORK,STAGING, 3.13. PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FIRESTOPPING&FIRE BLOCKING MATERIAL SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE BRACING,SHEETING,SHORING,ETC. FROM ITS OPERATIONS,AND IN THE EVENT OF SUCH LOSS OR DAMAGE,SHALL MAKE SUCH 5. ALL CONCRETE,OTHER THAN FOR FOOTINGS,SHALL BE AIR-ENTRAINED TO 4 TO 6%.EXTERIOR CONCRETE 10.PLYWOOD USED FOR ROOF SHEATHING SHALL BE Y4"CDX EXPOSURE I EXTERIOR GRADE W/A.P.A. AND BE INSTALLED IN THE LOCATIONS SPECIFIED BELOW: REPLACEMENTS OR REPAIRS AS REQUIRED,WITHOUT ADDITIONAL COST TO THE OWNER. SHALL BE AIR-ENTRAINED TO 5%TO 7%. IDENTIFICATION INDEX 40/20 OR BETTER. PLYWOOD USED FOR WALL SHEATHING SHALL BE Y2„CDX • CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE M.ELECTRICAL 3.14. PROVIDE ALL NECESSARY TOOLS AND MATERIALS REQUIRED FOR THE EXECUTION OF WORK EXTERIOR GRADE W/AR A IDENTIFICATION OF 32116 OR BETTER.PLYWOOD FOR STUCCO SHALL BE MIN. CEILING AND FLOOR LEVEL AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL,AND IN AS DESCRIBED IN THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS,AS HEREIN 6. CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE, Y8"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 ENUMERATED AND SHOWN ON THE ACCOMPANYING DRAWINGS. • 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. 3.15. SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS 7. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM 11,ALL FLOOR SHEATHING SHALL BE 3/4"(NOM.)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 OR RUBBISH CAUSED BY ITS EMPLOYEES,SUBCONTRACTORS,OR THEIR OWN WORK.AT THE 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 OR STAGGERED STUDS. SYSTEMS CHARACTERISTICS. COMPLETION OF WORK,THE SUBCONTRACTORS SHALL REMOVE FROM THE BUILDING AND EDGES AND 12"AT INTERMEDIATE SUPPORTS. FIELD-GLUE USING ADHESIVES MEETING APA 0AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 3. THE ELECTRICAL CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS TO INSTALL EQUIPMENT THE SITE ALL RUBBISH,TOOLS,AND SURPLUS MATERIALS,AND SHALL LEAVE THE PREMISES 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 RECOMFAFNDATIONS. SOFFITS,DROP CEILINGS AND COVE CEILINGS. IN PROPER SEQUENCE SO AS NOT TO INTERFERE WITH THE PROGRESS OF OTHER CONTRACTORS,AND BROOM CLEAN UNLESS OTHERWISE SPECIFIED. & AT VERTICAL CHASES AND FLOOR PENETRATIONS;OPENINGS AROUND VENTS,PIPES,AND DUCTS AT GIVE GENERAL CONTRACTORS ALL NECESSARY INFORMATION FOR MAKING PROPER PROVISIONS FOR 3.16. THE CONTRACTOR WARRANTS TO THE OWNER THATALL MATERIALS AND EQUIPMENT THEY SHALL BE SLOPED OR WARPED TO DRAIN.TOTAL SLOPE IS NOT TO EXCEED 1"BELOW FLOOR LEVEL. 12.ALL EXTERIOR POSTS,GIRDERS,AND JOISTS SHALL 6E WOOD PRESSURE TREATED IN ACCORDANCE CEILING AND FLOOR LEVEL,WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME INSTALLATION OF HIS EQUIPMENT. FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT 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. ALL WORK AND MATERIALS SHALL BE FREE FROM DEFECTS. 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 1 4. ALL MATERIALS SHALL BE NEW,CARRY THE UNDERWRITERS LABEL OR BE"LISTED"BY THAT GROUP,AND 3,17. GENERAL CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR SUBSTITUTIONS, REINFORCEMENT AND SECURE AGAINST DISPLACEMENT.IF THERE IS A DELAY IN POURING CEMENT, BE FULLY EQUAL TO MAKES SPECIFIED. CHANGES,AND OMISSIONS. PREVENT RUSTING OF REINFORCING. 13.BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS, G.STEEL 5. ALL WIRING,CONCEALED,FLUSH OUTLETS EXCEPT AS NOTED OTHERWISE. 3.18. PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO THIS DOORS,ETC.).PROVIDE CRICKET WITH MATCHING ROOF MATERIAL AT ALL DEAD-END VALLEYS TO ALLOW 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, ADDITION WITH SIMILAR MATERIALS OR AS DIRECTED BY THE OWNER. 10. ALL REINFORCEMENT SHALL BE OF SIZE AND SPACING AS CALLED FOR ON DRAWINGS OR PER LOCAL CODES. CONTINUOUS WATER FLOW. GROUNDS OR.,.PROPER CONNECTIONS. 3.19. PROVIDE MATERIAL AND LABOR FOR ALL PATCHING AND REPAIRING REQUIRED AS A RESULT 2.THE DESIGN,FABRIGTION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE 3.18. SUBMIT TO OWNER ALL FINISHES FOR APPROVAL PRIOR TO PURCHASE. OF THE WORK OF THE CONTRACTOR TRADES. 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. WITH THE LATEST EDITION OF AISC SPECIFICATIONS. 7. LUMINAIRES IN CLOTHES CLOSETS TO CONFORM TO THE LATEST EDITION OF THE BUILDING CODE OF 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. 3.19. SUBMIT ALTERNATES/SUBSTITUTIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO PLUS 2',NOR LESS THAN 8'. 15.ALL PARTITIONS.EXTERIOR WALLS.AND CEILINGS WILL BE COVERED WITH &"TYPE"X"FIRECODE WALLS 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES S. ALL OUTLETS TO BE GFCI IN WET AREAS,KITCHEN.AND BATHROOMS. PURCHASING MATERIALS.ARCHITECT SHALL REVIEW FOR THE SOLE PURPOSE OF CHECKING AND CEILINGS IN GARAGE AND OVER BO!'_ER OR FURNACE. ELECTRODES AND A307 BOLTS WITH LOCK WASHERS,RESPECTIVELY, 9. PROVIDE AN EXHAUST RATE OF 50 cfm FOR ALL BATHROOMS AND 100 crm FOR ALL RANGE HOODS. FOR CONFORMANCE WITH THE DESIGN PRIOR TO CONSTRUCTION 12. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT DURING 10. RECESSED LIGHTING SHALL HAVE THERMAL PROTECTION AND BE LABELED SUCH. 3.20. GENERAL CONTRACTOR MUST GUARANTEE THAT MATERIALS AND LABOR COSTS ARE MET CONSTRUCTION.THE WIRE SHALL BE 16 GA.CONFORMING TO ASTMA82. 16.DOUBLE ALL FRAMING UNDER PARALL EL 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: ACCORDING TO CONTRACT SPECIFIED AMOUNTS.OWNER WILL NOT BE RESPONSIBLE FOR AS REQUIRED BY CODE FOR AREAS TO BE WELDED. Seal: CHANGES TO PRICES IN MATERIAL AND LABOR.GENERAL CONTRACTOR MUST SECURE COSTS 13. ALL SIDEWALKS AND RAMPS TO BE 2,500 PSI CONCRETE,4-THICK BROOM FINISH SCORE Wl3/4"DEEP 11.1. NOWIC RATED RECESSED LIGHTS TO BEY2"FROM COMBUSTIBLES. --- AND GUARANTEES FROM VENDORS PRIOR TO SUBMITTING FINAL BID TO OWNER. 11.2. NON-IC RATED RECESSED LIGHTS TO BE 3"FROM INSULATION. 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 WIELDERS IN COMPLIANCE WITH P " PI 3.21. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER VENT AND MECHANICAL OPENINGS,2'-O"OR MORE IN WIDTH,UNLESS OTHERWISE SHOWN IN DRAWINGS. THE AMERICAN SOCIETY'S STANDARD QUALIFICATION PROCEDURE. 12. UNDERWRITER'S ELECTRICAL CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE Off.?JER UPON COMPLETION CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE D.FOUNDATIONS,FOOTINGS&SLABS OF ALL ELECTRICAL WORK. INDICATED IN THE DRAWING. 18.TAIL JOISTS OVER 4'-O"LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR 6.PROVIDE ALL STRUCTURAL STEEL MEMBERS AS INDICATED ON THE DRAWINGS.ALL WORK SHALL BE N.PLUMBING 3.22. IF THE GENERAL CONTRACTOR FAILS TO FOLLOW THE THE AFOREMENTIONED PROCEDURES, 1. FOUNDATION WALLS SHALL BE 8",10",12",AND 16"(AS INDICATED ON PLANS)POURED CONCRETE TO BEAR HANGERS AND SPIKED SECURELY UNLESS SUPPORTED ON WALL OR GIRDER. -- - - THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE CONSEQUENCES OF ON FOOTINGS WITH 4"CONCRETE FLOOR SLAB ON 6 MIL POLY CONTINUOUS SHEET ON 6"POROUS FILL W/ IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY AND ALL LOCAL GOVERNING CODES. 1. PROVIDE ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO EXECUTE THE PLUMBING WORK AS ,Y IDI 11 {\ REBAR AS NOTED IN DETAILS. UNLESS OTHERWISE NOTED ON PLANS. FABRICATION SHALL BE STRAIGHT,FREE OF TWISTS, BENDS,OR OPEN JOINTS. fi,`,,. , -- '"'" HIS ACTIONS AND DECISIONS. 19.FASTEN SECURELY ALL PARTS OF CAPENTRY WORK IN THERE PROPER PLACE.BRACE,PLUM,"a,AND LEVEL INDICATED ON THE DRAWINGS,AND AS REQUIRED BY LOCAL CODES AND ORDINANCES. -,N; "= ^ �, ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. t, `�• " ',:`I � 9. PROVIDE MEANS"FURNISH AND INSTALL". 2.FOUNDATIONS HAVE BEEP!DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 1.5 TONS PER SF. 7.FURNISH ANCHORAGE REQUIRED TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS.IN THE WORK � F "� ;,' ti ` 1_ ,1 OF OTHER TRADES,ANCHOR BOLTS AND OTHER ITEMS WHICH REQUIRE EMBEDMENT SHALL BE 2• WGLUO�ALL PIPING;DOMESTIC HOT AND GOLD WATER,SANITARY SUPPLY AND HOOKUP OF ALL ) BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS. 20.NAIL LAPPED JOISTS OVER ANY BEARING,TOGETHER WITH TWO 10d NAILS. FIXTURES SCHEDULED ON THE DRAWINGS;AND INSULATION OF DESIGNATED PIPING RUNS.SHALL �' "`, ^ 10. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND FURNISHED TO THOSE TRADES PRIOR TO THE EXECUTION OF THEIR WORK BY SUB-CONTRACTOR I' I � 9 ALSO INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTIONS WHERE REQUIRED. SPECIFICATIONS. 3.FOOTINGS SHALL BE A MIN.OF T-0"BELOW GRADE,OR BELOW THE FROST LINE FOR PROPER INCORPORATION INTO THEIR WORK. r �( � I' t 21.PROVIDE SOLID SURFACES AT LEAST 1Y4'IN BOTH DIRECTIONS ALL CORNERS FOR SECURING `s 4�, u, r"r,."i AS INDICATED BY APPLCIABLE CODES,EXCEPT THAT THE BOTTOM OF THE FOOTING SHALL BE ADJUSTED TO 3. ALL ITEMS.SUCH AS FITTINGS,ETC.,NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO \ ,I SUB-FLOORING.DRYWELL,ETC.FORM SURFACES WITH FRAMED MEMEERS OR WITH 2"WOOD BLOCKING 8.ALL STRUCTURAL STEEL SHALL CONFORM TO: `--1* c,, M °.,_1/ 11. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED.MATERIALS SHALL NOT THE ACTUAL LEVEL OF APPROVED BEARING STRATA FOUND UPON EXCAVATION. SECURED WITH AT LEAST 2 8d NAILS AT EACH END. COMPLETE THE PLUMBING SHALL BE INCLUDED. a j I- '-11: BE STORED OUTSIDE THE BUILDING.DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES ALWAYS REFER TO DRAWINGS FOR BOTTOM OF FOOTING LOCATION. HOT-ROLLED WIDE FLANGE SHAPES A992 ,f- „`,1,;i BARS AND PLATES A36 _ " F ,,,_, FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. 22.PROVIDE sa"x3"BRIDGING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING 4. SOIL,WASTE,AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. TABLE R401.4.1 PIPES A501 - _ 4' AND SUPPORTS SHALL BE 8'-0".SOLID BLOCKING AT EPJDS. 12. INFORMATION ON DRAWINGS SHALL SUPERCEDE THESE SPECIFICATIONS. PRESUMPTIVE LOAD-BEARING VALUES OF TUBES 500(Fy-46KSI) 5. PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS,AND OF TYPE APPROVED FOUNDATION MATERIALS(a) 23.ROOF CONSTRUCTION SHALL BE INDICATED ON DRAWINGS. MATERIAL,FABRICATION,AND ERECTION SHALL CONFORM TO THE LATEST REQUIREMENTS BY LOCAL CODE. 13. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL BE USED ONLY. CLASS OF MATERIAL LOAD BEARING PRESSURE OF THE AISC SPECIFICATION. (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 14. EXIT ACCESS,EXITS,AND EXIT DISCHARGE SHALL CONFORM TO CHAPTER 10 OF THE BUILDING CRYSTALLINE BEDROCK 12,000 LATEST EDITION,WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS 1.ALL BRICK TO COMPLY TO STANDARD SPECIFICATIONS FOR BUILDING BRICK ASTM C215-79 PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. CODE OF THE STATE OF NEW YORK FASTENINGS.LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH FASTENINGS,ANCHORS, AND SHALL BE STRUCTURAL CLAY BRICK GRADE SW.MORTAR FOR BRICK TO BE TYPE 1.MASONRY SEDIMENTARY AND FOLIATED ROCK 4,000 BLOCKING,SADDLES,HANGERS, ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE STRENGTH. 7. PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK K INSTALLED. INSTALL WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST DRAIN VALVE AT WATER METER WITH%4"HOSE THREAD AND VACUUM BREAKER. SANDY GRAVEL and/or GRAVEL(GW and GP) 3,000 HANGERS AND CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE r 2.WALL REINFORCEMENT SHALL BE APPROVED NON-CORROSIVE METAL TIES,VERTICAL S,o ACING OF No. Date Submission J Revisions SAND,SILTY SAND,CLAYLEY SAND,SILTY GRAVEL MUST BE INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE REQUIREMENTS. B. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVES. REINFORCING MUST NOT EXCEED 32"O.C. and CLAYLEY GRAVEL(SW,SP,SNA,SC,GM,GC) 2,000 9. INSTALL ALL COLD AND HOT WATER PIPING. 2"14.23 D.O.B. FILE SET 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"x5116"THICK STEEL 10. FIXTURES AND EQUIPMENT BY OTHERS,ROUGH-IN,AND FINAL CONNECTIONS OF REQUIRED WASTE, --- --- --- -. 1,500b FLITCH PLATES IN PLACE,THICKNESS AS NOTED ON DRAWINGS.BOLT FLITCH WITH Y4 BOLTS AT T-0"O.C. .(NOTE THAT FIRST DI ! NSION IS VERTICAL LEG,UNLESS OTHERWISE NOTED.) VENT,AND WATER SUPPLY PIPING BY PLUMBING CONTRACTOR.ALL SUPPLY PIPING TO BE VALVED. 1 3.29.23 GENERAL REVISIONS ANGLE CLAY,SANDY CLAY,SILTY CLAY,CLAYLEY SILT, STAGGERED,WITH TWO BOLTS AT EACH END. 11. INSULATE ALL PIPING IN UNHEATED AREAS AS INDICATED IN ENERGY NOTES. -- SILT and SANDY SILT(CL,ML,MH,and CH) FINAL STRUCTURAL F.CARPENTRY 4.BUILD INTO MASONRY ALL MATERIALS FURNISHED BY OTHER TRADES,SUCH AS ANGLES,ANCHOR G 2 7.14.24 FOR SI:1 POUND PER SQUARE FOOT=0,0479 kPa BOLTS,FLASHING,STEEL LINTELS AND FRAMING,VENTS,SLEEVES,DOOR FRAMES,MISC.STEEL 0.MECHANICAL(HVAC) AS-BUILTS a.WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4,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 OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. 2. STRUCTURAL LUMBER SIZES ARE BASED ON DOUGLAS FIR#2 OR BETTER WITH A MIN.BENDING CARPENTRY WORK. - b.WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 L OPENINGS _ psf ARE LIKELY TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL MEMBER FIBER STRESS OF 875 PSI AND AN"E"OF 1,600,000 PSI. 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,UNLi 2. PROVIDE AN EXHAUST RATE OF 5tl cfm FOR ALL BATHROOMS&100 cfm FOR ALL RANGE HOODS.ESS OTHERWISE NOTED. - B.SITE WORK BE DETERMINED BY A SOILS INVESTIGATION. 4. PROVIDE SOLID BLOCKING UNDER ALL NON-LOAD BEARING PARTITIONS RUNNING PERPENDICULAR -- ' EXCAVATION,BACKFILLING,GRADING 5. BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGSTEMPERED - - 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). M ERED SAFETY GLAZING.GLASS SHALL BE IDENTIFIED. AND NO LESS THAN ONE AND ONE HALF(1%)TIMES THE MAXIMUM OPERATING PRESSURE. 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 _ 1. REMOVE ALL VEGETATION,REFUSE,OR EXISTING STRUCTURES IN CONFINES OF BUILDING FOUNDATIONS.WATER TABLE SHOULD BE AT LEAST 3'-T BELOW LOWEST POINT OF CRAWL SPACE, CONFORM TO THE BUILDING CODE OF NEW YORK STATE LATEST EDITION. 3.HEADERS FOR DOORS&WINDOW OPENINGS{UNLESS OTHERWISE NOTED) CONSTRUCTION AND PAVING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. 4. ALL DUCT WORK(AIR DISTRIBUTION SYSTEM)TO BE TESTED AND BALANCED IN ACCORDANCE WITH 1 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. REQUIRED INSTALL ADDITIONAL STUDS TO PROVIDE THE ADDITIONAL SUPPORT. UNDER 5'-0" 2/2"x8' PERFORMANCE AND INTEGRATED SYSTEM REQUIREMENTS. � ___ _ ___ STRENGTH OF 3,000 PSI AT 28 DAYS 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN 5'-0"TO 6-11 2/2"x10" 3. IDENTIFY UNKNOWN UNDERGROUND,ABOVE GROUND,AND AERIAL UTILITES.STAKE AND FLAG 7• NO FOOTINGS SHALL BE POURED ON FROZEN SOIL OR IN WATER. INSTALLED AND IS SECURELY SOUND, F-O"TO 6'-11" 2/2"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. 8. ALL FILL SHALL BE COMPACTED IN 6"LAYERS TO NOT LESS THAN 95%OF THE MAXIMUM DENSITY WHEN REQUIREMENTS, LINTEL SCHEDULE: MAIN AND BRANCH DUCTS,VANED ELBOWS OR RID RATIONS OF I.S. j 9. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN TESTED IN ACCORDANCE WITH ASTM D1557. SPAN: LINTEL: Fy=36ksi 4. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR THE LAYING OF INSTALLED AND IS SECURELY SOUND. 6. RETURN PIPING OF BASEBOARD RADIATION TO BE RUN BENEATH ACTIVE SUPPLY LINE AND BELOW Project Address: 0'-0"-4'-0" 3Yz"x 3yz"x�s" UNLESS OTHERWISE NOTED,PROVIDE J FOUNDATION WALLS.EXCAVATION FOR ALL FOOTINGS TO BE ON UNDISTURBED EARTH WITH A 10. ALL FIRESTOPPINGIDRAFTSTOPPING SHALL CONFORM TO N.Y.S.BUILDING CODE LATEST EDITIONOVERALLr CONTROL VALVE.ALL TO BE HOUSED WITHIN BASEBOARD RADIATION COVER,AS REQUIRED. r 9.CHANGES OF LEVEL OF FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE SOIL REQUIREMENTS. 5'-0" 3 2 x 3Y2 xis' 3 2x10 HEADERS BEARING MINIMUM DEPTH AS SHOWN ON THE DRAWINGS,UNLESS OTHERWISE GOVERENED BY LOCAL (ONE VERTICAL TO TWO HORIZONTAL). + 6'-0" 4.x�"�6" WALL OPENINGS 6'-0"OR LESS. CODES OR EXISTING SOIL CONDITIONS. 11. THE CONTRACTOR SHALL PROVIDE EVERY[TEN!OF FRAMING AS REQUIRED,WHETHER SPECIFICALLY 7. ALL AIR FLO N DEVICES TO HAVE INDIVIDUAL CONTROL TO FACILITATE BALANCING AND INDIVIDUAL SHOWN OR NOT,TO MAKE A COMPLETE JOB IN ACCORDANCE WITH GOVERNING CODES AND GOOD T-0" 4"x3v"xY1e" OWNERITENANT PREFERENCE. 10.ALL FOOTINGS TO 8E CENTERED UNDER WALLS,PIERS,OR COLUMNS U.O.N. 5. GRADE TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO PRACTICE. 8'-0" 5"x3y"x%6' THE EXCAVATION.PROTECT EXCAVATIONS BY METHODS REQUIRED TO PREVENT CAVE-INS OR 12. ANY LUMBER CLOSER THAN 8"TO FINISHED GRADE OR IN CONTACT WITH MASONRY OR CONCRETE 9'-0" 5"x3 2"x'/e' 8. PROVIDE NECESSARY EXHAUST SYSTEM,INCLUDING PIPING,FLUES,VENTS,ETC.,AS REQUIRED BY 850 BAY HOME ROAD LAPPED2'-0"WITHMAI, REINFORCEMENT.LOOSE SOIL FROM FALLING INTO THE EXCAVATION,REMOVE LUMPED AND LOOSE SOIL, 11.PROVIDE CORNER BARS FOOTING THE SAME SIZE AND NUMBER AS THE CONTINUOUS REINFORCEMENT SHALL BE PRESSURE TREATED LUMBER, 10'-0" 6"x3/2"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 PRECUT 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 SOUTHOLD N.Y. 11971 12.SLABS GRADE SHALL BE 4"CONCRETE,W/SMOOTH,HARD,STEEL TROWEL FINISH.ON 6 MIL 15. EXCEPT AS UPGADED ON PLANS AND DETAILS,ALL LUMBER SHALL BE NAILED IN ACCORDANCE WI POLYETHYLENE VAPOR BARRIER ON 6'MIN,POROUS FILL U.Q.N. 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.HA 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. LEAVEY16'SPACE AT ALL PLYWOOD PANEL END JOINTS ANDY8'SPACE AT ALL PANEL END JOINTS. VENTING HOLES W131d.CONTRACTOR SHEATHING TAPE#8086.CONTRACTOR TO CAULK ALL 10. ALL SUPPLY EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER AT (TEMPORARY^"%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. Date: 2.14.23 CONSTRUCTION. SAND AND GRAVEL UNDER SLABS ON GRADE. Project No: 21.002 -- - --- Scale: AS NOTED -- -- --- -- -- --_ Drawn By: JC Dwg. Title: GENERAL NOTES & CONDITIONS Dwg. No.: 11 11 III I _4 % E I I U / Vm 0 0 3 r wl"�' O`IIII' Page: 03 OF 16 TABLE R602.3(1)FASTENING SCHEDULE-as per the 2020 Intemationai Residential Building Code-New York State Architect: NUMBER AND TYPE NUMBERANDTYPE CURTISS ARCHITECTURE PLLC ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS 7OF FASTENER a,b,c SPACING OF FASTENERS DOOR SCHEDULE VERIFY WITH OWNER ALL TYPES,SWING,AND SIZES WINDOW SCHEDULE James Curtiss,R.A. ROOF FL 1527 Franklin Avenue-Ste,306 R SWINGING DOORS TAG UNIT DIMENSIONS LOCATION TYPE MNF. REMARKS Mineola,N.Y. 1 Avenue 4-0d BOX(2Y2"x 0.1131 OR 4-M BOX(2Y'x 0.1131 OR 1501 1 BLOCKING BETWEEN CEILING JOISTS 3.8d COMMON(2Y"x 0.131")OR TOE NAIL 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2Y'x 0.1311 OR TOE NAIL TAG SIZE LOCATION MAT, FRAME SILL HWARE REMARKS OA 176%x 96" FOYER(WEST) PICTURE SCHUCO 3 DIVIDED LITES OR RAFTERS 3-10d BOX(3"x 0.1281;OR 3-10d BOX(3'x 0.128');OR FROM TO 718.702.7354 33'x 0.131"NAILS 3-3'x 0.131"NAILS CUrtssarch mail.com O 2'-6"x 7'-0" MUDROOM BATH 3 2 ® 1763/a x 96" HALL(EAST) 3 DIVIDED LITES ) �g 4-8d BOX(2Y"x 0.117)OR 8d BOX(2Y"x 0.113") 4"O.C.TOE NAIL V _ _ www.curtissad.com 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(2Y"x 0.1311 OR 22 RIM JOIST,BAND JOIST OR BLOCKING TO 5'-0'x T-O- HALL CLOSET 36"x 60" GARAGE(EAST) CASEMENT 3-10d BOX(3'x 0.128");OR PER JOIST,TOE NAIL SILL OR TOP PLATE(ROOF APPLICATIONS ALSO) 8d COMMON(ZY"x 0.1311 OR O © 33'x 0,131"NAILS 10d BOX(3'x 0.128');OR 6"O.C.TOE NAIL Owner. CEILING JOIST NOT ATTACHED TO 3"x 0.131'NAILS O 2'e x T-O" MUDROOM LAUNDRY © 36"x 711Ye BR 2,3,4(NORTH) MEETS EGRESS Chrome Waves LLC PARALLEL RAFTER,LAPS OVER PARTITIONS 4-10d BOX(3"x 0.128")OR 3-8d BOX(21/2"x 0.113')OR 850 BayHome Road 3 [SEE SECTIONS 802.3.1,R802.3.2 AND 3-16d COMMON(3Y"x 0.162'1 OR FACE NAIL 2-8d COMMON(2Y"x 0.131")OR O T-C x T-O" MUDROOM MECH. MTL. MTL. FIREPROOF SELF-CLOSING © "z 96" BR'(SOUTH) PICTURE TABLE R802.5.1(9)] 4-3"x 0.131'NAILS 23 1"x6"SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX(3"x 0.1281;OR FACE NAIL " Southold,N.Y.11971 2 STAPLES,''CROWN,16ga., 5 \2'•6i�" HALLS BATH 4 24"z 54" BTH 1(SOUTH) CASEMENT INSWING CEILING JOIST ATTACHED TO 1Y4"LONG PARALLEL RAFTER(HEEL JOINT) TABLE R802.5.1(9) FACE NAIL Consultants: 4 OF 40"x60" KITCHEN(NORTH) CASEMENT [SEE SECTIONS 802.3.1,R802.3.2 AND 3-16d BOX(3Y"x 0.135")OR O 3'-0'x T-0" GARAGE MUDROOM MTL. MTL. FIREPROOF SELF-CLOSING TABLE R802.5.1(9)] 24 2"SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON(3Y"x 0.1621 BLIND AND FACE NAIL / 2'-0"x 7 0" LL B 4 © 60'x 72' KITCHEN(EAST) PICTURE 5 COLLAR TIE TO RAFTER,FACE NAIL OR 4-10d BOX(3"x 0.128'10R FACE NAIL 3-16d BOX(�"x 0.135'10R 1Y4"x 20ga.RIDGE STRAP TO RAFTER. 3-10d COMMON(2Y"x 0.148")OR EACH RAFTER 25 2-PLANKS(PLANK&BEAM-FLOOR&ROOF) 2-16d COMMON 3Y"x 0.162'1 AT EACH BEARING,FACE NAIL H 30"x 72" LAUNDRY NORTH CASEMENT INSWING 4-3"x 0.131"NAILS ( O 2'8"x 7'-0" HALL BED 3 O (NORTH) 3-16d BOX NAILS(3Y"x 0.1351 OR 3-16d COMMON(3Y"x 0.162')OR 3-10d COMMON(3"x 0.148'1 OR 2 TOE NAILS ON ONE SIDE AND 4-IDd BOX(3"x 0.128');OR O Z4"x 7'-0" HALL SUITE 2 30"x�" BTH 1-WC(SOUTH) PICTURE 6 RAFTER OR ROOF TRUSS TO PLATE 4-10d BOX(3"z 0.128");OR 4 1 TOE NAIL ON OPPOSITE SIDES 26 BAND OR RIM JOIST TO JOIST -3"x 0.131'NAILS;OR END NAIL 4-3"x 0.131"NAILS OF EACH RAFTER OR TRUSS 4-3"x 14 ga.STAPLES,Y16"CROWN 10 2'-e x T-0" HALL BATH 2 OJ 48"x 66" BTH 4(SOUTH) PICTURE 4-16d BOX NAILS(3Y2'x 0.135")OR NAIL EACH LAYER AS FOLLOWS: 11 2'-0'x T-0" HALL SUITE 1 0 67Y4 x 18" BTH 4(SOUTH) PICTURE 3-10d COMMON(3"x 0.1481 OR 20d COMMON(4"x 0.192")OR 32'O.C.AT TOP AND 410d BOX(3"x 0.128");OR TOE NAIL BOTTOM AND STAGGERED ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-3"x 0.131"NAILS 2'4"x 7'-0" SUITE 1 W.I.C. 7 RAFTERS OR ROOF RAFTER TO 27 BUILT-UP GIRDERS AND BEAMS, 10d BOX(3'x 0.1281;OR 24'O.C.FACE NAIL AT TOP AND BOTTOM MIN,T RIDGE BEAM 3-16d BOX NAILS(3Y"x 0.135'1 OR 2-INCH LUMBER LAYERS 3"x 0,131"NAILS STAGGERED ON OPPOSITE SIDES. 13 2'4"x T-O" SUITE 1 BATH 1 EXTERIOR DOOR SCHEDULE 2-16d COMMON(3"x 0.162'1 OR 31od BOX(3'x 0.128");OR TOE NAIL AND: 14 2-3-0' T-0" GARAGE STORAGE MTL. MT [REPROOF SELF4LOSING TAG UNIT DIMENSIONS LOCATION TYPE REMARKS- VIEWED FROM EXTERIOR 3-3'x 0.131"NAILS 2.20d COMMON(4"x 0.192")OR � 3.10d BOX(3"x 0,128'1;OR FACE NAIL AT ENDS AND AT EACH SPLICE 15 2-0 x T-0" GARAGE STORAGE MTL. MTL. FIREPROOF SELF CLOSING D.1 176/4'x 96" FOYER(EAST) FIXED-OPERABLE PASSIVE-ACTIVE-PASSIVE WALL 3-3"x 0.131"NAILS 4-16d BOX(3Y"x 0.135'10R �� \r/ 16d COMMON(3Y2"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 2 POCKET DOORS D2 121Y"x 9fi" DINING(SOUTH} SLIDING PASSIVE•ACTIVE 8 STUD TO STUD(NOT AT BRACED WALL PANELS) RAFTERS 4-1 Did BOX(3"x 0.1281;OR D.3 121Y"x 96" DINING SOUTH " 10d BOX(3"x 0.128'1;OR 16"O.C.FACE NAIL 4-3"x 0.131'NAILS O (SOUTH) PASSIVE-ACTIVE 3"x 0.131"NAILS 29 BRIDGING TO JOIST 2-10d BOX(3"x 0.123") EACH END,TOE NAIL p 2 _ 64 121Y"x 96" LR(WEST) ACTIVE-PASSIVE 16d BOX(3 2'x 0.1351 OR 12"O.C.FACE NAIL SPACING OF FASTENERS STUD TO STUD AND ABUTTING STUDS AT 3"x 0.131"NAILS P,3 2'-0'x T-0" MUDROOM WINE D.5 121Y"x 96" LR(WEST) PASSIVE-ACTIVE 9 INTERSECTING WALL CORNERS NUMBER AND TYPE Intermediate ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a, ,c EDGES c e (AT BRACED WALL PANELS) 16d COMMON(3Y2"x 0.162") 16"O.C.FACE NAIL (inches)h supports - P.4 2'-0"x T-0" KITCHEN PANTRY D.6 176 "x 96" HALL(WEST) FIXED-OPERABLE ACTIVE-PASSIVE-PASSIVE (inches) P.5 2'-0'x T-O" BATH 4 WC D.7 121Y"x 96" BR 1(WEST) SLIDING PASSIVE•ACTIVE 16d COMMON(3Y"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 D.8 121Y"x 96" BR 2(WEST) ACTIVE-PASSIVE 10 Y 16d BOX(�'x 0.135� 12"O.C.EACH EDGE FACE NAIL 'SPACES) [SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] P.6 2'-0'x TV BATH 1 WC 5.8d BOX(2Y'x 0.113")OR 6d COMMON(Y x 0.113J SLIDING DOORS 11 CONTINUOUS HEADER TO STUD 4.8d COMMON(2Y"x 0.131')OR TOE NAIL 30 Y"-Y. nail(subfloor,wall)i 6 12 If 05'-0'x T-O" BED#4 CLOSET 36"x 84" GARAGE(SOUTH) OUTSWING 4-10d BOX(3"x 0.128) 8d COMMON NAIL(2Y2'x 0.1311 nail(root) �1 36"x 84" MUDROOM{NORTH) INSWING 16d COMMON(3Y"x 0.162") 16"O.C.FACE NAIL 19 f SL. 5'-0'x T-0" BED#3 CLOSET 31 /32"-1' Bid COMMON NAIL(2 Y2-x 0.1311 6 12 "ALL WINDOWS ARE CUSTOM, 12 TOP PLATE TO TOP PLATE 10d BOX(3"x 0.128");OR 12"O.C.FACE NAIL SL. 5'-0"x T-0" M.SUITE#2 CLOSET FINAL DIMENSIONS FOR ALL WINDOWS TO BE DETERMINED AFTER ROUGH-OPENINGS ARE FRAMED. 3"x 0.131"NAILS 32 1Y"-1Y4' 10d COMMON(3"x 0.148'1 NAIL;OR 6 12 WINDOW DIMENSIONS ON WINDOW SCHEDULE ARE APPROXIMATE. Bid(2Y'x 0.1311 DEFORMED NAIL SL. F-C"x T-0" M.SUITE#2 CLOSET DO NOT ORDER WINDOWS PRIOR TO MEASURING AND CONFIRMING BUILT ROUGH-OPENINGS. DOUBLE TOP PLATE SPLICE FOR SDCs A-02 8.16d COMMON(3Y2"x 0.162")OR DO NOT ORDER WINDOWS FROM ANY SET OTHER THAN THE PERMITTED TOWN OF SOUTHOLD BUILDING DEPARTMENT APPROVED SIGNED AND SEALED IC BRACED WALL LINE 12-16d BOX(V22"x 0.135')OR OTHER WALL SHEATHING 9 SET. WITH SEISM SPACING< IC 12-10d BOX(3"x 0.128");OR FACE NAIL ON EACH SIDE OF END VERIFY WITH ALL MANUFACTURER'S PRIOR TO ORDERING ANY WINDOW SYSTEM. 13 12-3"x 0.131'NAILS JOINT(MINIMUM 24"LAP SPLICE VERIFY WITH OWNER FINAL DOOR WIDTH AND GLIDING DIRECTION LENGTH EACH SIDE OF END JOINT) 1Y'GALVANIZED ROOFING NAIL, DOUBLE TOP PLATE SPLICE R0,D1,OR D2; 33 Yz"STRUCTURAL CELLULOSIC � 12-16d(3Y"x 0.135'1 FIBERBOARD SHEATHING /e HEAD DIAMETER,OR 1"CROWN 3 6 GENERAL NOTES: AND BRACED WALL LINE SPACING_>25' STAPLE 16 ga.,IYa LONG ALL WINDOWS TO BE WINDBORNE DEBRIS,IMPACT-RESISTANT GLASS Seal: TABLE R301.5 ALL WINDOWS-EXTERIOR COLOR AS PER OWNER 16d COMMON(3Y"x 0.1621 16"O.C.FACE NAIL 1Y4'GALVANIZED ROOFING NAIL, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALL WINDOWS NECESSARY FOR EGRESS ARE SPECIFIED IN WINDOW SCHEDULE UNDER"REMARKS". BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 34 IB STRUCTURAL CELLULOSIC %6'HEAD DIAMETER,OR 1"CROWN 3 6 to pounds per square foot 14 FIBERBOARD SHEATHING (• P P ) ALL GLAZING TO LOW-E4, OR BLOCKING(NOT AT BRACED WALL PANELS) 16d BOX(3Y2'x 0.135");OR STAPLE 16 ga.,IY4'LONG USE LIVE LOAD ALL GLAZING WITHIN 18'TO ANY WALKING SURFACE TO BE IMPACT-RESISTANT SAFETY GLASS. 3"x 0.131"NAILS 12"O.C.FACE NAIL Attics with limited%torn eg b 20 VERIFY WITH OWNER OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS _. 1Y2'GALVANIZED ROOFING NAIL; h HARDWARE TO BE SELECTED BY OWNER 2-16d COMMON 3Y"x 0.162";OR 3 EACH 16"O.C.FACE NAIL d Attie%%cithrnu%tort c 10 \ © ,�g�'` BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST ( 2 ) 35 Y2"GYPSUMSHEATHING Y LONG,'YAaN'ISCREWS, 7 7 'EGRESS WINDOWS �� C -i 15 3 16d BOX(3Y2'x 0.135 J 2 EACH 16"O.C.FACE NAIL Decks' 40 9� s OR BLOCKING(AT BRACED WALL PANELS) 4-3"x D.131"NAILS 4 EACH 16"O.C.FACE NAIL TYPE W OR S Exterior balconies 60 R310.1 WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE 4-8d BOX 2Y"x 0.113";OR Fire esci es 40 THAN 44'ABOVE THE FLOOR. ^ A ( ) 1 'GALVANIZED ROOFING NAIL; R310.1.1 MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR !, a " 316d BOX(3Y'x 0.1351;OR s d STAPLE GALVANIZED, Guardrails and handrails' 200 L 36 /"GYPSUM SHEATHING 7 7 OPENING OF 5.7 SO.FT.EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.FT. 4&J COMMON(2Y"x 0,131'):OR TOE NAIL 1%"LONG,'%'SCREWS, Guardrails in-till coin nentsr 50 `� 4-10d BOX 3"x 0.128 ;OR t R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24' <c , ( TYPE W OR S [13 5 43"z 0.131"NAILS Passenger vehicle garages" 50" R310.1.3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING OF 20'. �/�� 79- �® 16 TOP OR BOTTOM PLATE TO STUD WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING Room,other than sleeping roorns 40 R310.1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE 2-16d COMMON(3Y"x 0.162);OR OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 3-16d BOX(3Y2'x 0.135');OR END NAIL Sleeping rooms 30 1 3-10d BOX(3"x 0.1281;OR 37 Y4"AND LESS Bid DEFORMED(2"x 0.1201 NAIL;OR 6 12 Stair, 40c ) 3-3"x 0.131"NAILS 8d COMMON(2)/2"0,131")NAIL For SL I pound per square focn=0 0479 kN!nt'.1 squ:xc inch=645 cram', / I pound=1.45 N. 2-16d COMMON(3)/2"x 0.162");OR T 8d DEFORMED{2Y"x D.1201 NAIL;OR a.Elevated garage floors shall becap;i',ie c f supporting a rKkl-po;tndload ap- 17 TOP PLATES,LAPS AT CORNERS AND 3-10d BOX(3"x 0.128'1;OR FACE NAIL 38 /s" 1" 6 12 plied over a_'0 square-inch area. INTERSECTIONS 3-3"x 0.131"NAILS Bd COMMON(2Y'0.131")NAIL b.Applies to attic spaces meeting the requirements in Section 11802.4.1 for `✓���� enrroentionalceilingjnists and Section RR02.10.7fortntsses.Attics without 3-8d BOX 2Y"x 0.113' Bid DEFORMED(2Y"x 0.120'1 NAIL;OR storage are those%%here the maximum clear height between joist and rafter is ( ) 39 1Y"-�' 6 12 less that)42inches,or.here there are not two or more adjacent trwxeswith 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON(V2 FACE NAIL x 0.1311;OR 10d COMMON(2Y"0.131")NAIL thesanre,%eb con fig oration capa`ae orcontaining a rectangle 42 inches nigh 2-10d BOX(3"X 0.1281;OR by 2 feet wide,or greater,[soared within the plane of the Imss For attics No. Date Submission J Revisions 2 STAPLES 1Y4' FOR SI:1 Inch=25.4 mm,1 foot=304.8mm,I mile per hour=0.447 m1s;1 ksl=6.895 MPa without storage,this live load ne-ed not be assumed to act concurrently with any other li,e load requirements. 2.14.23 D.O.B. FILE SET a.Nails are smooth-commDn,box or deformed shanks except where otherwise stated.Nails used far framing and sheathing 3-8d BOX(2Y^x 0.113*);OR connections shall have minimum average bending yield strengths as shown:80 ksi forshank diameter of 0.192 inch(20d common nail), - -- - 1 3.29.23 GENERAL REVISIONS 2-Bid COMMON(2Y'x 0.131');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, e. Individual stair treads cone he designed for mg over only area of n sq live Generated by REScheck-Web Software 19 1"x 6'SHEATHING TO EACH BEARING 2-10d BOX(3"x 0.1281;OR FACE NAIL inch or a 100--pound uses th ere toad acting over an yea of a%years FINAL STRUCTURAL 2 STAPLES,'"CROWN,16ga., � inches.whtcheser produces the greater stresses. 2 7.14.24 b.Staples are 16 gage wire and have a minimum/6-inch on diameter crown width. d.A single concert wed load applied in any direction at any point along the Compliance Certificate AS -BUILTS 1Y4"LONG top, c.Nails shall be spaced at riot more than 6 inches on center at all supports where spans are 48 inches or greater. e. See section R502 2 1 for decks anac hed to exterior'A alk. 3 8dBOX(2Y"X0.113');OR f. Guard in-:iticomponenK(all those except the handrail),balu+tars and panel 3.8d COMMON(2Y"x 0.1311;OR d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. filters shalt be designed to withstand a horizontally applied normal load of 3-10d BOX(3'x 0.1281;OR 50 pnu7ds on a n area equal to 1 square font.'l his load need tint be assumed to 3STAPLES,1"CROWN.16ga., actcorcurrentlywithan)-otherliveloadrequirement. Project 850 Bay Home Road, Southold, NY 3" e.Spacing of fasteners not included to this table shall be based on Table R602.3(2). g..Apphes to attic snares not meeting the req:nremen=,a for storage per footnote 1/ LONG 4 b. See Section R302.4.2 for catyentional ceiling joists and Section WIDER THAN 1"x8' 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 R902.10.6 for trusses.Fur attics with limited sloragc and constructed with Energy Code: 2018 IECC 20 1"x 8'AND WIDER SHEATHING TO EACH trusses.,nis eve load need only tie❑nplied to those portions df the bottom Location: Southold, New York 6inches on center.Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be BEARING 4-8d BOX(2Y'x 0.113');OR chord of not less than two adjacent trusses with the same web configuration Construction Type:spaced 6 inches on center for minimum 46 inch distance from ridges,eaves and gable and walls;and 4 inches on center to gable end wall framing. containine a rectangle 42 inches 1106 7 min)high or greater by 2 rest r6l o YP Single-family 3-Bid COMMON(2Y"x D.131");OR Project Type: 3-lOd BOX(3'X 0.128'1;OR rum)%.ids or greater,located within the plane of the tens%.1'he rectangle 1 YP Addition 3-10dB X(3"CR1281;Oga., g.Gypsum sheathing shall conform toASTM1396 and shall be installed In accordance with GA253.Fiberboard sheathing shall conformtoASTMC208. shaefit bemcen the top ofthe bottom chord and the bettcmofany other truss Climate Zone: 4 (5572HIDD) member,provided that each of the following criteria N met. Permit Date: 134'LONG h.Spacing of fasteners on floor sheaths panel edges applies to net es supported b framing members and required blocid and at floor rimeters only. I.The attic area is accessible by a pull-down stair"ay or framed opening in � � �� 9 PP � � ppo y � � � � y Permit Number. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor accordance with Segtion sin.i;and sheathing panel edges perpendicular to the framing members need to be provided except as required by other provisions of this code.Floor perimeter shall 2.The truss shall have a bottom chord pitch less than 2:12. h.Attic spaces served bystiwdvair shall hedc.ignedtomppon the minimum Construction Site: Owner/Agent: Designer/Contractor: be supported by framing members or solid blocking. live load> ctficd for%lee itig moms. 850 Bay Home Road pc p y Johnny Donadic James Curtiss t. 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 too nails Southold Sou Bay Home Road 1527CUR F S A.D.liPLLC Project Address: TABLE R301.6 Southold,New York 11971 Southold,New York 11971 1527 Franklin Avenue 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. MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE Suite 306 PER SQUARE FOOT OF HORIZONTAL PROJECTION Mineola,New York 11501 TRIBUTARY LOADED AREA IN 708.702.7354 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA SQUARE FEET FOR ANY jcuttissarch@gmail.com 850 BAY HOME ROAD [REFER TO TABLE R301.2(1)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.] STRUCTURAL MEMBER ROOF SLOPE 0 to 200 201 to 600 Over 600 WIND DESIGN SUBJECT TO DAMAGE FROM IICE BARRIER AIR MEAN Flat or rise less than 4 inches per SOUTH 0 L D N Y 11971 GROUND SEISMIC WINTER FLOOD 20 16 12 M I ;e1i - •t-x a. .�_ _. ..__ ., .a.., .au ..., . . , M,.. w,..,a. ...._., _._ SPEED(d) TOPOGRAPHICAL FROST UNDERLAYMENT FREEZING ANNUAL SPECIAL foxtl.�l 1 N.Y. SNOW ( ) WIND-BORNE DESIGN DESIGN HAZARDS(g) ! Compliance: 24.1%Better Than Code Maximum UA: 631 Your UA. 479 Maximum SHGC: 0.40 your SHGC: 0.32 LOAD (MPH) EFFECTS(k) WIND DEBRIS ZONE(m) CATEGORY(f) WEATHERING(a) LINE TERMITE(c) TEMP(e) REQUIRED h INDEX(I) TEMP.' Rise 4 inches r foot(1:3)to 1h 14 i ( ) `') (J) per The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules REGION([) DEPTH(b) I less than 12 inches per foot(1:1 1 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. MODERATE NOT IN FLOOD Rise 12 inches per foot(1:1) Slab-on-grado t radeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade 20 PSF 130 NO NO YES B SEVERE 3 FEET TO HEAVY 20 YES ZONE 1 1500 and greater I 1: 12 12 assembly in the specified climate zone must meet the minimum energy cone insulation R-value and depth req.tirements. For SC 1 square foot=0.0929❑r',1 pound per square foot=0.0479 KN nr', Date: 2.14.23 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 I inch per foam=0.0833 mnr!m. Project NO• .002 21 WEATHERING INDEX,"NEGLIGIBLE',"MODERATE",OR'SEVERE'FOR CONCRETE AS DETERMINED FROM FIGURE R30L2(3).THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C34,C55,C62,C73,C90,C129,C145,C216,652. ALLOWABLE DEFLECTION TABLE STRUCTURAL MEMBERS'0.o Envelope Assemblies Stale: 21 NOTED 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. ALLOWABLE 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. Drawn By: JC 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 STRUCTURAL MEMBER DEFLECTION W _: __ _F �....- 4 Rafters haying slopes greater than 3/12 with no Ceiling2:Flat Ceiling or Scissor Truss 278 49.0 0.0 0.026 0.026 7 7 Dwg.Title: ACCORDANCE WITH SECTION R301.2.L4. I >� - LfI30 9 e.THE OUTDOOR DESIGN DRY-BULN TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97Y finished ceiling attae•hed to rafters-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX D Ceiling:Flat Ceiling or Scissor Truss 1,929 30.0 0.0 0.035 0.026 68 50 TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. interior walls and partitions HA Sp Floors and plastered ceilings L/360 Ceiling 1:Cathedral Ceiling 1,245 56.0 0.0 0.019 0.026 24 32 SCHEDULES & f.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1. 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 Wall:Wood Frame,16"D.C. 3,370 21.0 7.5 0.039 0.060 80 124 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 All other structural members L/2.10 TABLES Door:Glass Door(over 50%glazing) FOR THE COMMUNITY,AS AMENDED OR REVISED WITH: Exterior walls with plaster or stucco finish W360 SHGC:0.32 436 0.230 0.320 100 139 1.THE ACCOMPANYING FLOOD INSURANCE RATE MAP(FIRM) Exterior walls-wind loads"w ith brittle finishes 1_/240 Window:Metal Frame w/Thermal Break 871 0.230 0,320 200 279 it.FLOOD BOUNDARY AND FLOODWAY MAP(FBFM),AND 1E.terior walls-wind loads"with flexible finishes U120 SHGC:0.32 Ili.RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO. Floor:Slab-On-Grade(Unheated) 388 10.0 0.360 0.360 0 0 THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATAARE HEREBY ADOPTED BY REFERENCE AND DECLARED TO BE PART OF THIS SECTION. NOTE:L=span length.H-span height. Insulation depth:4.0' h.IN ACCORDANCE WITH SECTIONS R905.1.2,R905.4.3.1,R905.5.3.1,R9D5.6.3.1,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 a.The wind load shall be permitted to be taken as 0.7 times the Component and Dwg. NO.: CIaddingloadsfor the purpose of thedeterminin2deficetioclimihherein. Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other THIS PART of THE TABLE WITH"YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH'NO". calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in t.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 b.For canulevermembers,L shall betakenastwice the lengthofthecantile%er REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREES F.)' c.For aluminum sa ratio members or panels used iu roofs ,walls d sun- 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.)' mum additions to patio ecti n,not supporting odgc of it as sandwich panels,the total load deflection shall not exceed L/60.For sandwich panels 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 used in roots or walls of sunroom additions or patio co,ers,the total load de- Name-Title Signature Date PART OF THE TABLE WITH"YES".OTHERWISE THE JURISDICTION SHALL INDICATE'NO'IN THIS PART OF THE TABLE. flection shall not exceed L/I 20. I.IN ACCORDANCE WITH FIGURE R301.2(4A 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 A U0 1002 REQUIREMENTS.OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. m.IN ACCORDANCE WITH SECTION R301.2.1.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE JURISDICTION SHALL INDICATE'NO"IN THIS PART OF THE TABLE. 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 ( LOAD TABLES Project Title:850 Bay Home Road, Southold, NY Report date_ 10/10/22 GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEETABOVE 1000 FEET. SCALE:N.T.S. AS PER FIGURE R301.2(4)B-PROJECT IS NOT LOCATED IN A REQUIRED WIND DESIGN REGION. Page: 04 OF 16 JOIST TJI®IProTM ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Architect: NOTCHED ROOF RAFTERS ROOF DEPTH (REFER TO PLANS) RAFTERS-TRUSSES 2" 3' 4" 5' 6Y" r 85/a' 9" 103/" 12" 2" 3" 4" 5" 6Y4' 7" 85/" 9' 1O3/" 12• CURTISS ARCHITECTURE PLLC (REFER TO PLANS) 100TS 1'-0" 2'-0" 2'-6" 3'-V 6-6" 1'-0" T-6" XV 5'-0' 6'-0' i (2)2"X4'TOPPLATES 130 2'-0" 3'-0" 3'-6" 4'-6" 7'-0" Z-O" 3'-0" 4'-0" 6'-0' 7'-0" James Curtiss,R.A. 150 2'-0" Y-O" 3'-6" 5'-0' 6'-6" 2'-0" 3'-0' 4'-0' 6'-0* 6'-6• 1527 Franklin Avenue-Ste.306 9)'2' 250 \ \\' oo Mineola,N.Y.11501 2'-0" 36"' 4'-0 5'-0 7'-0" 7-0" 3'-0" 4'-0" 6'-0 T-O' ' s50 V-6" 3'-6" 6-0" 6'-0" 7'-W 1'-0" 3'-6" 5'-0" V-6' T-O' r��., \\ , ROOF RAFTERS (2)2"X4'TOP PLATES JODC V-6* 2'-0" 2'-6" T-6" 4'-6" 1'-0" 7-0" 3'-0" 4'-0' 4'-6" ICE SHIELD&WATER 3A CC\\\`�\�'`\ \ SEE PLANS 3000 2'�" 3'-0" 4'-0" 5'-0" 6'-6" 7-0" 3'-0" 4'-0" 5'-0' -6' SHIELD �^ 718.702.7354 6' -,+ \ �•\ �iJs = jcurtissarch@gmail.com 400Cn - 4 T-O" 3'-T 4'-0" 5'-6" TV 3'-0" 4'-0" 5'-6" T-O. T-6' � � 100TS 1'-0" 1'- 2'-0" 2'-0" 3'-0" XV 6'-0" V-6" 7-0" 3'-0" 4'-0' V-6- T-O' 8'-6' ' WWW.curtissad.Com 6" SIMPSON H2.5 130 \ \ a F' 1'6" 2'-0" 2'-6" 3'-6" 4'-0" 5'-0" 8'-0" 2'-0" 3'-0" 3'-6" 5'-0' T-6' 8'-0" 9'-6" Owner. HURRICANE CLIP SIMPSON H7 SIESMIC 150 l'•O" T-O" 2'-0" 3'-0' 4'-6" 5'-6" 8'-6" 1'-0" 7-0" 3'-6" S-O' 7'-6" 8'-0" T-O" \ , J, ` CEILING JOISTS AND HURRICANE TIE OR 9-0" 9-6 - 2so 1'-0 -0"" 1' 2'-6" 4'-0" 5'-6" 6'-6" 9'-0 -0" 1' " 7-0" 4'-0" 5'-6' " IV-6- ' ' SEE PLANS Chrome Waves LLC EQ.CS20 COIL STRAP. Ilya" am V-6" 2'-6" 3'-6" 5'-0" 6'-0" 7'-6" 9'-0" 1'-6" X-O" V-6" 6'-0' 9-6' 9-0" 91-6' _ 850 Bay Home Road MO 1'-6" 2'-6" 4'-0" 5'-0" 7'-W 8'-0" 10'-6" 3'-6' 5'-0" 6'-0' T-s' 9-6" 9-6' 10'-6• Southold,N.Y.11971 ISTRUCTURAL RIDGE I HURRICANE CLIPS I SEISMIC/ HURRICANE TIE 1000 T-0" r-6" 2'-0' 2'-6" T-O' 4'-0" 6'-6' 1'-0' 7-0' 7-6' 3'-6• 6-0' 6-6' 7'-01 CATHEDRAL CEILINGS FORRAFTFRSPAN3UNDER24'-0•TIE9 FOR ROOF RAFTER OVER M-a-PROADES 300C 1'-0" 2'-0" 3'-T 3'-0" 4'-0" 5'-r 9'-0- 1'-0" 2'-6" 3'-6" 4'-0' T-O' 7'-6' 9'-0' Imo' TOP PLATES TO ROOF RAFTERS FOR TENSION FOR WOOD-TO-WOOD ODNNECTIONS Consultants: LSU26-2x6 TENSION CORD CONNECTION. FOR WOOD TRUSSES AND JOISTS 40DC 1'-0" 2'-0" 3'-0" 4'-0" 6-6" 6'-6" 9'-6" 3'-0" 4'-0" 5'-0' 6'-6' 9'-0" 9'-0' 10'-0' - LSU28-2x8,200,OR 2xl2 130 1'-0" 1'-0' V-6" 2'-0" 3'-0' V-6" 5'-0' 5'-0" 8'-6" 1'-0" 2'-0" T-O' 4'-0" 6'-0' T-0' 10'-0' 10'-0' 1 T-0' CS 20x16"MIN.W/(7)IOD COMMMON NAILS 250 1'-0" 1'-0" l'-O' 1'-0" T-O" 4'-T 6-6" T-0" 10'-0" l'-0" l'-T 2'-0" 4'-0" T-O' 9-6' 10'-0' 10'-6' 12'-0" M' �' ROOM PER RAFTER INSTALLED OVER PLYWOOD 350 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-T 7 -0"'-6" 8' 1l'-O" 1'-0" 1'-0" T-0" 5'-0' T-6' 9'-0' 10'-6' 1l'-O' 12'-0' {_ ANS TO BE DOUBLE 550 1'-0" 1'-T 2'-0" 3'-6" 5'-6" 6'-6" 8'-6" 9'-0" 12'-W Z-6" 4'-0" 6-6. T-0" 9'-0' 10'-0' 12'-0' 12'-0' IT-O" VARIES 1DOC 1'-0" 1'-0" l'-0" l'-0" 2'-0" 2'-6" Y-6" 4'-0" T-0' 1'-0" l'-0" 7-0" 3'-0" 4'-0' 6-0' T-0' T-6' 9'-0' 3000 1'-0" 1'-0" 11-F 2'-6" 3'-6" 4'-0" 6-6" 6'-0" 10'-0" l'-0" l-6i" X-O' 4'-0' 5'-6' T-O' 9-6' 10'-0' 11'-0• r 400C 1'-0" 1'-0" T-6" T-O" 4'-6" 5'-0" 7'-0" 8'-0" 11'-0" 2'-0" 3'-0" 4%6" 6'-0" 8'-0" 9'-6' 11'-0' 1l'-0' 12'-0' ( 130 l'-0" l'-0" 1'-0" l'-0" l'-6' 2-6" 3'-6" 4'-0" 5'-0" T-6" 1'-0" 1'-0" 7-s" 3'-6" S-O' 6'-0' 10'-6' 10'-6' 12'-0' 13'-0"?TORAFTERS ° i TYPICAL SOFFIT ICE SHIELD DETAIL 1'TO PLATES I 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 4'-0" T-0" 9'-6" 1'-0" 1'-0' 1'-0" 2'-0" 5'-0' T-0• 11'-0' 11'-0' 12'-0° 13'-6'I350 1'-0" T-O" 1-0" l'-T V-O" 2'-6" 5'-T 5'-0" V-6" 1D-V V-0" 1'-O' 1'-0" 3'-6" 6'-0' T-6' 11'-0' 11'-6' 12'-6" 13'-6' FRAMING,INSULATION,AND ASSEMBLY TO FOLLOW PLANS AND SECTIONS = _ DETAIL IS FOR NON-INSULATED ATTICS,FOR INSULATED ATTIC OR TRAY CEILING, j 550 1'-0" 1'-0" 1'-0" 1'-6' 3'-6" 4'-6" T-0" T-6" 10'-0" 17-0" 1'-0' 7•s" 4'-0" 6'-0" 8'-6' 9'-6' 13'-0' 13'-0' 14'-0' 15'-0' SEE BUIDLING SECTIONS, H8 TOP PLATE 100C 1'-0" 1'-0" 1'-0" 1'-0" i'-0" 1'-0' 2'6" 7 6" 4'-0" 5'6" 1'-0" 1'-0" 1'-0" 2'-0" 3'6' 4'6' T-0' T 6' 9'-0' 10'6' SCALE:1"=l'-0" TO STUDS 300C 1'-0" V-O" 1'-0" 1'-0" 2'-0" 2'-6" 4'-W 4'-6" 6-6" 8'-6" 1'-0" l'-0" 7-0" T-O S'-0' 6'-0' 9'6' 10'-0' 12'-0' 13'-0" 400C 1'-0" 1'-0" 1'-T 1'-0" 2'-6" T-6" 6-6" 6'-0" 8'-0" 11'-0" 1'-0" 7-0" 3'-6" 6-0' T-0' 8'-6' 12'-0' 12'6' 13'-0' 14'-0' T 4' 6" 8' 10, 12' 14Y, 164' T 4" 6" 8" 10, 12" 144" 16 4" IRIDGE (HIP CONNECTION (RAFTER TIE DOWN DETAIL 350 l'-0" l'-0' l'-0" 1'-0" 4'-0" T-T 13'-0" 1'-0" 1'-0" T-O" 8'-0" 13'-0" 15'-0" 17'-6" ROOF FINISH SIMPSON STRONG TIE NOTE:INSTALL@ ALL HIPS WHERE APPLICABLE 550 1'-0" T-O' l'-0" Tf 6'-0" 10'-0" 15'-V 1'-0" 2'-0" 6'•6" 10'-0" 14'•6" 11i-0" 18'-0" WITH CEILING COLLAR TIES @ 16'O.C. 300C 1'-0" l'-0' 1'-0" Z-0" 4'-0" 6'-W 11'-0" 1'-0" l'-0" T-O" 6'-6" 101-6" IT-O" 16'-6" 30#BUILDING FELT CS-2Oxl8"MIN.WITH(7)IOD COMMON NAILS 400C 1'-0" T-O' 1'-T 7-0" 5'-6" 8'-0" 13%6" l'-0" 2'-0" 5'-6" 9'-0" 13'-0" 15'-0" 1T-0" k PER RAFTER INSTALLED OVER PLYWOOD 350 1'-0" 1'-0' 1'-0" 1'-0" 2'_6" 6'-V 10'-7 14'-T 1'-0" l'-0" V-O" 6'-0" 1 V-6' 15'-0" 17-6" 19'-6" 550 1'-0" 1'-0' 1'-0' 1'-0" 3'-0" T-0" 1Z-O' 16'-0" l'-0" l'-0" 4'-0" g'-0" 14'-0' 1T-0" 18'-0" 19'6" \ - � - 4'APARA LYWQOD %' p:\ SHEATHING 300C 1'-0" 1'-0' 1'-0" 1'-0" 8'-0" 12'-0" 1'-0" 1'-0" 1'6" 5'-0" 9'-0" 17 USE EVERY OTHER NAIL HOLE 400C 1'-0" 1'-0' 1'-0" 11-0" 3'-0" 6'-D" 10'-0" 14'-6" 1'-0" 1'-0" 4'-0" e'-0" 12'-6" 16'-0" 18'-0" 20'-0' � IN A ROW TO PROVIDE THE GAc H CODE-REQUIRED MINIMUM • Leave Ye web at top and bottom of hole.DO NOT cut joist flanges. IF °m CENTER-TO CENTER SPACING . Table is based on uniform load tables in current design literature. FOR NAILS. ��- • For simple span(5 foot minimum)uniformly loaded joists not requiring commercial - concentrated loads,one maximum size round hole may be located at the center of the 5 HRC44 HIP RIDGE CONNECTOR AA joist span provided no other holes occur in the joist. s" ��a PRE-CRIMPED END 1 TOP FLANGE FACE-MOUNT 1 P P (24)1�INTO RIDGE CS20 COILED STRAPS y�N. (6)i6D INTO EACH HIP OR LSTA30 BY SIMPSON V'I HIP TO RIDGE CONNECTOR JOIST HANGERS TYP• ALLOWABLE HOLES - Beams and Headers VALLEY FLASHING rm i JOIST CONNECTORS ON WIDE VARIETY OF SIZES) L" 77''PROVIDE MINIMUM 2x diameter of the largest hole(minimum) ROOF RAFTERS END DISTAMCE, Y depth EQUAL NUMBER OF SPECIFIED NAILS o 0 O Allowed hole zone o o 2 I TYPICAL VALLEY FLASHING DETAIL IN EACH END. Y depth o o FRAMING,INSULATION,AND ASSEMBLY TO FOLLOW PLANS AND SECTIONS 0 ° I I DETAIL IS FOR NON-INSULATED ATTICS.FOR INSULATED ATTIC OR TRAY CEILING, SEE BUIDLING SECTIONS. �!11, FLOOR TIE ANCHOR Y span Allowed hole zone y span SCALE:1"=l'-0" Cut only round holes and - PROVIDES FLOOR-TOfL00R TENSION CONNECTION REFER TO SWPSON only in the center of beam FOR NALINGREOURMENTS ROUND HOLE CHART IF ATTIC IS NOT INSULATED OR BATT-INSULATION IS USED, +` H8 TOP PLATE TO STUDS BEAM DEPTH MAXIMUM ROUND • For uniformly loaded beams only. PROVIDE A CONTINUOUS RIDGE VENT. HOLE SIZE RIDGE VENT NOT REQUIRED IF CLOSED-CELL INSULATION IS USED. Seal: 4%" 1" • Rectangular holes are not allowed. RIDGE VENT INSTALL AS PER RIDGE,SEE PLAN FOR SIZES " 1 a" MANUFACTURER'S 7Y"to 20" 2" • Holes in cantilevers require additional SPECIFICATIONS POST TO JOIST CONNECTION STUD /TOP PLATE CONNECTION - TX4"WOOD STUD See illustration for Allowed Hole Zone analysis. ROOF FINISH(SEE PLANS) I 4'APA RATED @ 16"O.C.TYP. MIN,1"AIR GAP i TX4"ACQ SIMPSON L3TA-20 GAGE RIDGE STRAP- i IV1 PLYWOOD SHEATHING _ .-.- SILL PLATE NAILING: ALL ROOF RAFTERS #30 BUILDING FELT EDGES:6'ON CENTER 1 - FIELD:12'ON CENTER . 2 x 6 TIE @ EACH RAFTER IN VIEW OF 'o SIMPSON STHDB r::, '4 < .K\ NAILING IN SHADED `: ' , STRAP ✓ ��;- !� METAL HOLD AREAS:(4 FEET �` ,.• "� /j --- DOWN STRAP ` WIDE FROM WALLY ICE SHIELD UNDER LAYMENT REQUIRED- r 36"FROM EDGE / ROOF RAFTERS,SEE LATE ANCHORS t.,, R RIDGE :, ORS / :>t �.',:�1 ,,.�. = EDGED ,� '::- SIZE -I o SILL P �,�:�\ �:•,. DRAWINGS FOR '� �� -✓'r ^ i\ , NOT INCLUDING SLAB ON GRADE �� T; OVERHANGS): ANCHORS SILL PLATE AND STUD , r EDGES&FIELD:6' ° TO CONCRETE_ SLAB , 1. -�� rtt 4 ON CENTER� OVERHANGS ALTERNATE POSITION OF HURRICANE RIDGE VENT DETAIL Simpson CLIP USE SIMPSON 1 B 3 \ Strong-Tie a° a .� NAILING FOR WALL .q FRAMING,INSULATION,AND ASSEMBLY TO FOLLOW PLANS AND SECTIONS \` MSTI SHEATING \ DETAIL IS FOR NON-INSULATED ATTICS.FOR INSULATED ATTIC OR TRAY CEILING,Simpson Strong Tie ABA44 EDGES:6'O.C. SCALE. SECTIONS. FIELD:12'O.C. No. Date Submission/Revisions JOIST TO JOIST CONNECTION POST TO SLAB CONNECTION 2.14.23 D.O.B. FILE SET SIMPSON H HURRICANE CLIP 1 3°29,23 GENERAL REVISIONS ROOF & WALL SHEATHING ATTACHMENT DIAGRAM NAI LED FROM RAFTER TOSTUD. TYPICAL ALL RAFTERS 5-8d 2 7.14.24 FINAL STRUCTURAL 2"X4"WOOD STUDS @ 16"O.C. 2"X4"WOOD NAILS EACH END PROVIDE 8d COMMON NAILS @ 4'-0"AT AS-GUILTS 2"X4"SILL PLATE CORNER TYP. EXTERIOR EDGE OF ALL SHEATHING ' #5 DOWELS 12"O.C.VERT. y EXIST.FOUNDATION WALL—7 3/4"T&G PLWOOD SUBFLOOR �'�� � APA RATED PLYWOOD TO 12"EMBEDMENT INTO NEW RIM JOIST LAG BOLT OR THROUGH BOLT EXTEND TO TOP OF TOP FOUNDATION x PLATE v OPTIONAL WASHER ZI WALL STRAPS SIMPSON CS20 COIL I o 2^x4"SILL PLATE WIND-BORNE DEBRIS PROTECTION FOR OPENING { STRAP EVERY OTHER STUD NAILED x �, FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS W/1 DID,BOX NAILS IN ACCORDANCE (MAXIMUM MEAN ROOF HEIGHT:35') a- W1 TABLE 3.6A WFCM SHUTTER ASSMBLY a SIMPSON HD5A METAL (2}2"X6'ACQ BASE PLATES HOLD-DOWN OR UPLIFT ANCHOR N.T.S. FOR PANEL SPANS:0<4'-0"WIDE SPAN THREADED ROD THROUGH FLOOR (4'}APA SPAN-RATED SHEATING GRADE PLYWOOD CONCRETE OR CMU FOUNDATION WALL STRUCTURE OR ANCHOR BOLT INTO (OVERLAP AROUND OPENING 4 12' 12" FOUNDATION Project Address: ASSEMBLY: ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING WI#10x3"(w/ DRILL AND ANCHOR REINFORCING BARS METAL HOLD-DOWN / WASHERS)GALV.OR STAINLESS STEEL WOOD SCREW @ 16'O.C. PLYWOOD SHEATHING TO OVERLAP BOX Wl HILTI-HIT HY20 ADHESIVE ANCHORING SYSTEM ALTERNATIVE FASTENERS FOR SHUTTER TO BUILDING, BEAM-TOP&BOTTOM W/SCREEN TUBES.USE 2"MIN.EMBEDMENT 850 BAY HOME ROAD #10 TEE NUTS ATTACHED TO BLDG.wl#10 x I� (w/WASHERS) SILL PLATE ANCHORS UPLIFT ANCHORS MACHINE BOLT @12'O.c. \, v\` ANCHORS OSTUD TRANSFERSPOTST FOUNDOAD ATION FLOORS: �__ SIMPSONMS5271y WIDE-20GAGE TYP. DOWEL DETAIL FOUNDATION WALL SOUTHOLD N.Y. 11971 TO CONCRETE OR CAU FOUNDATION TIES STUDS/POSfS TO FOUNDATION SHUTTER ASSEMBLY �� METAL STRAP@48•o.c. 4 N.T.S. � "�s�� ss ..y SCALE:IYz"=1'-0" FOR PANEL SPANS 4'OR WIDER SPAN III TM�""«n®zos "APA SPAN-RATED SHEATHING GRADE PLYWOOD ( I DOUBLE TOP PLATE (OVERLAP AROUND OPENING 4') 2x4 STRONG BACKS @ 24"O.C. � y � I � Project No: 21.002� ASSEMBLY r 1)PRE ASSEMBLED PLYWOOD To 2x4's,#10X3"(w/WASHERS)GALV.OR t —a— —= = —— 2'-0' Scale: AS NOTED o d HOLE EDGE STAINLESS STEEL WOOD SCREW @ 12"O.C. ° _ - Drawn B �C Z¢ DISTANCE>5V HOLE D�METER 2)ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/#1Ox3"(w/ I Y' L' l' DISTANCE>58' WASHERS)GALV.OR STAINLESS STEEL WOOD SCREWS @ 16'O.C. Y ° I Dwg, Title `� STUD ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING, o 0 HOLE #10 TEE NUTS ATTACHED TO BLDG.w/#10x 1 "(w/WASHERS) i 4-2d NAILS DEPM SINGLE STUD MACHINE BOLT @ 12"O.C. ti \ . ° a ————— — NOTCH 0 PLATE <14d HOLEDNETER<YA '�� '! SIMPSON MST271 "WIDE-20GAGE -_\ d a GENERAL PROJECT ( WINDOWS-GLAZING OPENING o DOUBLE STUD METAL STRAP @ 48'O.C. a� _ ` PROTECTION IS REQUIRED FOR ALL GLAZING AREAS. 3-#4 TOP AND BOTTOM ° ° °_� I DETAILS 1/4 JOIST DEPTH,MAX 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 NAIL SHEATHING TO SILL PLATE 8d NAILS - -.I- MENTIONED WINDOWS.PANEL TO BE PRECUT TO FIT OVER WINDOW WITH . @ 4"O.C. - 2"MlN. HARDWARE PROVIDED.FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW 4' 113 JOIST DEPTH,MAX. JACK POSTS,HEADER&SILL PLATE.PANELS TO BE MAINTAINED ON SITE. a. 8" \ °.I o Dwg. Na,: 116 JOIST DEPTH,MAX. LABEL LOCATIONS ON EACH PANEL 2-#5 REBAR 2 x 6 SILL PLATE ACQ TREATED . a STUD NOTCHING/BORING LIMITS SOLID SAWN JOIST AND RAFTER NOTCHING AND BORING LIMITS -� - ----- SEE FOUNDATION a X12"A.B.@48"O.C.WIFENDER c ISCALE: STEP FOOTING DETAILDWG.FOR DESIGN WASHER 5 1'=1'-0" uAm& Aloft 5 ■ 0 0 Ann HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH SCALE:N.T.S. Page: 05 OF 16 Architect-__ 2 CURTISS ARCHITECTURE PLLC James Curtiss,R.A. 1527 Franklin Avenue-Ste.306 Mineola,N.Y,11501 718.702.7354 jcurtissarch@gmail.com 16-2 --------------- 9T-1 0" -------- 1&NM.curtissad.com 6"A 194" "P.T.WOOD POST 33'-8" 33-812 ' Owner. 18"0 POURED CONCRETE 31 • 31--a" 11-0 Chrome Waves LILC FOOTING @ MIN.T-0-BELOW Jr 22 850 Bay Home Road GRADE,TYP.FOR ALL CONDITIONS 1 V-2" 9'4" 1 T-2" Southold,N.Y. 11971 LINE OF STEPS 2 2 A-202 ABOVE,TYP. -A--Nof A-202 Consultants: ___T I 7,_- -I _T__ I i 3-1Y4'x I IY,'LVIL 3-IY4"x 11YB'LVL 3-I Y4"x 11%8"LVL 3-1'/A"x 1 1Y8"LVL 3-lY4"x W/8"LVIL co 3-lY4"x 1 1%8'LVL 5! JI V) _J te CS 2'x 12"P.T.LEDGER > UJ N BOLTED TO FOUNDATION WALL W/ )12'THRU-BOLTS STAGGERED, �2 UJ 17-1 Z�I TYP.ALL CONDITIONS 12 3-1 Y4'x 117/8"LVL LLF 7 L 4 _J 12"POURED CONIC.FOUNDATION WALL W1- #5 REBAR @ 12-O.C.,HORIZ&VERT. M 4'-O"x 1'-0"POURED CONCRETE FOOTING W/ LL 3-IY4'x 1 1%,"LVI_ 3-lY4'x 1 1%8'LVL 5-#5 CONTINUOUS REBAR < 3-lY4"x 1 1YB"LVL B.O.FOOTING MIN.X-0-BELOW EXISTING GRADE. El El b, ALL B.O.FOOTINGS TO ALIGN T-, > Cn ,3 i ci 6P 2"x 12"P.T.LEDGER > i 0 LUo > LINE OF FOOTING,TYP. S BOLTED TO FOUNDATION W1 (n I U;" M Y2"THRU-BOLTS STAGGERED, 11%7,11 PRO 560 LINE OF WALLS ABOVE,TYP. LINE OF WALLS ABOVE,TYP TYP.ALL CONDITIONST­ 16"O.C. WIN Cl) 0 12 �4 1 1%"TJI PRO 560 -_@ EQ. @ 16"O.C. _7 M i < 3-1Y4*x11% LVL 3- -ITo 1Y"x 11%"LVIL 3—1'/4'x 11 LVL ��� r L,. .�,; e — '— — �! — — — — --, — — — — �^m -- — -- — — — X 2 3 Y2'EXPANSION JOINT, t-TYP.ALLiCONDITIONS_--_-J 6 12"POURED CONC.FOUNDATION WALL W1 4__ __L\u ABO V__E #5 REBAR @ 12'O.C.,HORIZ&VERT. LVL!s ABOVE TYP. : m CRAWLSPACE 4'-O"x V-0"POURED CONCRETE FOOTING W/ I TYP. GENERAL FOUNDATION AND FOOTING NOTES: -#5 CONTINUOUS REBAR 5 2'CONCRETE RAT SLAB W/ B.O.FOOTING MIN.T-O'BELOW EXISTING GRADE. -NT ON 1. WHERE NEW FOUNDATION WALLS ARE NOT ONE CONTINUOUS _J FIBER REINFORCEMENT 6 MIL.POLY.VAPOR BARRIER ON WALLS NEED TO BE SECURED W/#4 REBAR @ 12'O.C.(VERT)SET 2"RIGID INSULATION ON ALL B.O.FOOTINGS TO ALIGN POUR OR WHERE THE POUR IS INTERRUPTED,FOUNDATION ;z > IN NON-SHRINK GROUT,BOTH SIDES, L 6"GRAVEL BASE ON WELL TAMPED -005.00 PROVIDE CONTRACTION JOINTS AS D SOIL TYP.ALL CONDITIONS,SEE DETAIL 4 A PER FOUNDATION PLAN VAPOR BARRIER&INSULATION 8"TYP. 4 _J �c 2. PROPOSED B.O.FOOTINGS TO ALIGN WITH EXISTING B.O.FOOTINGS. [ > DOES NOT OVERLAP BELOW JOINTS STEP FOOTING AS NECESSARY,TYP.ALL CONDITIONS. SEE DETAIL 5 A-005.00 1 1%"TJI PRO 560 ft 16O.C. 2"x 12"P.T.LEDGER - BOLTED TO FOUNDATION WALL W/ • BOLTED TO FOUNDATION WALL W/ ALL EXTERIOR WORD AND WOOD IN CONTACT WITH CONCRETE Y2'THRU-BOLTS STAGGERED, TYP.ALL CONDITIONS Y�THRU-BOLTS STAGGERED, F_ TO BE PRESSURE TREATED L __J Seal: TYP.ALL CONDITIONS 0 • ALL B.O.SPREAD FOOTINGS TO ALIGN CL L-1- ---- ------ DUAL FUNCTION SMART VENT-- 7 -`� _ -- Y_ -- ! • CRAWLSPACE ACCESS LOCATED IN MECHANICAL ROOM CRAWLSPACE 7 % FLOORS AS PER R4i MIN 24"x18 OPENING. FIBER REINFORCEMENT I. 18'x 18" POURED CONCRETE PIER W/ MDL#1540-510,TYPICAL FOR 10 2"CONCRETE RAT SLAB W1 @) OW ON L. 6 MT.POLY.VAPOR BARRIER ON i c� _11%'TJI PRO 560 @ 1 10 _�e TJI PRO 560 4-#4 REBAR ON 2"RIGID INSULATION ON 16,O.C. 113"O.C. 4'-O"x 4'-O"x 1'-0*POURED CONC.FOOTING W/ 2 6*GRAVEL BASE ON WELL TAMPED SOIL 8.TYP. '5-#5 REBAR EACH WAY I TYP.FOR 3 2"A 2"DECK.JSTS @ CRAWLSPACE 0 in 6 ILI ACCESS HATCH -A Myyy> 111 11%'TJI PRO 560 @ �) -7 EXISTING FOUNDATION A-301 !7 P 110*POURED CONC.FOUNDATION WALL #4 REBAR @ 12-O.C.,HORIZ VERT. 5! M 2-#4 REBAR ON 'IT-0- 8"x 16*POURED CONCRETE PIER W1 4'-0 POURED CONCREJE FOOTING W1 7 4'-0"x 4'-G"x V-0"POURED CONC.FTG.W' 5 45 CONTINUOUS REBAR T M I '1. 1 1 ___V 13-11 1 , 3--ill, 1 1 5-#5 REBAR EACH WAY,TYP FOR 3 i I'� 12 2 Y B.O.FOOTING3!-0'BELOW EXISTING GRADE. 11-8" 2 ALL B.O.FOOTINGS TO ALIGN L 3-13/4'x 113/8"LVL r 2- UNEXCAVATED F 5- -CONCRETE SLAB W/6x6-W2_9_x_V1nV�WF_ON 8"TYP. J _ 4 @1 1 A POLY.VAPOR BARRIER ON 31 3-#4 CONTINUOUS REBAR 6 M!L 8"x 16"POURED CONCRETE FOOTING V.11 '0 6"G > RAVEL BASE 0)11�WELL TAMPED SOIL No. -Date Submission Revisions-____ B.O.FOOTING MIN.T-0"BELOW EXISTING GRADE. TJI PRO 560 @ -A 2.2 _J ALL B.O.FOOTINGS TO ALIGN 16,O.C. j 3-1',/4'x11Ya*LVL 164* 1�41 2.14.23 D.O.B. FILE SET LIJ SEE NOTE#2 777777777 . 1 3.29.23 GENERAL REVISIONS SEENOTE#1 2 7.14.24 FINAL STRUCTURAL AS-BUILTS 0 LINE OF WALLS ABOVE,TYP. 4-1Y'x 7,v'LVL POSTS ABOVE 4 4 8"POURED CONC.FOUNDATION WALLW1-----. X r 11,07, 1 4'-T x V-0"POURED CONCRETE FOOTING INU VV/ 13'-10' --6'-4* O.C.,HORIZ&VERT. #4 REBAR 12 :RT.ON 5-#5 CONTINUOUS REBAR 18'x 18" POURED CONCRef`PItR_W_f _ ------- B.O.FOOTING MIN.X-0"BELOW EXISTING GRADE. 4-#4 REBAR ON ALL B.O.FOOTINGS TO ALIGN_ POURED CONC.F _Z4 OOITING LROOM CRAWLSPACE EXISTING MECHANICAL W/5-#5 REBAR UNEXCAVATED ACC EACH WAY 4"CONCRETE SLAB W1 6442.9 x W2.9 WWF ON �-TYP.FOR 2 ---- ----- ESS HATCH 6 MIL.POLY.VAPOR BARRIER ON 6"GRAVEL BASE ON WELL TAMPED SOIL T, STEP FOOTING SEE NOTE#2 Project Address: M —4-1Y x7Y4"LVLi 4 I — UNEXCAVATED POSTS ABOVE 4'D* ­1 G. I 2 _J __1f 8"TJI PRO 560 C -300 16O.C. 4'-O"x V-0"POURED CONCRETE FOOTING W/ A 5-#5 CONTINUOUS REBAR 850 BAY HOME ROAD B.O.FOOTING MIN.T-O'BELOW EXISTING GRADE. 4 1 ALL B.O.FOOTINGS TO ALIGN 12"POURED CONC.FOUNDATION WALL W/#5 REBAR @ 12'O.C.,HORIZ&VERT. SOUTHOLD, N.Y. 11971 LL L SEE NOTE#2 0 4'-O'x V-0'POURED CONCRETE FOOTING z SEE NOTE#1 _�y I W/5-#5 CONTINUOUS REBAR ti EA : i EXISTING CRAWLSPACE B.O.FCk')T!NGNI!N.3'-O"BELOViEXIST1,14G x _-GRADE-ALLB.o.FOOTINGS TO ALIGN 10'POURED CONC.FOUNDATION WALL W1 Date: 2.14.23 7, O.C.,HORIZ&VEF 7­ T Ll L #5 REBAR @ 12 IT 4't'x V-0'POURED CONCRETE FOOTINGProject No: 21.002 V%V 5-#5 CONTINUOUS REBAR Scale: AS NOTED B.C.FOOTING MIN.T-O'BELOW EXISTIN G GRADE. ALL B.O.FOOTINGS TO ALIGN Drawn By: 3C Dwg.Title: L __J FOUNDATION PLAN EXISTING HOUSE 244* Dwg. No.: 22-10" 26'-0" PROPOSED EXISTING _2>02�1 A-202 <�-201_ A 2 Arm 10 0 0 /'"_'� FOUNDATION PLAN A 020 0 SCALE:Y4"=V-0" .'U qA-212 � 21 3 x H, DAT TAG NS 7_7 71 Page: 06 OF 16 Architect: - -------- _' CURTISS ARCHITECTURE PLLC K-2 � James Curtiss,R.A. w 1527 Franklin Avenue-Ste.306 1 " Mineola,N.Y.I 1 501 _'2,_,� '12', 12, _"I I'/ __ - - --------.- ___-______ -___53:�, _--------_____ ----------------____-------------- — 718.702.7354 � - " ,__ /' - _T__1 I_ ., -/ �E I� 33'-i �I ___ --�- --.-- _'.___--______ ______I .1 4. ) _____._ - . I jcurfissarch@gmaii.com 34'-2" , /---------------___--------___�__4�'f - _____ -_-_--------------------------�---__________ , ___________ — -�� I �--,'--- - ---------��-__-511- � ) _521"__ - -I www.curtissad.com , - , _______ 3Rl------- -------_____-_______________ , � I I r___- '-I�' 3T-F _. ____ li/��______ ____ __ --__1______­ _____ __ --, - - ­ V 16 4— 1 i6'-2'----- '� 1 . _ "­- - I I 1�1/- --- - _.- ----------- --------- wner. 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I 1 1 1 1 1 1 i I I 1� E�� - -1,11 I 71 I - � , : � I l I I i I i � i , I � I I 1 I t !, :I i : i L.I T � I � 1 , I i I I ---\---__ - ' I .- '' : , I ! i I . - ., _�L_ i, I I I I .1 1� � I , ­ E ____I - 3. REFER TO WALL TYPES ON A-002.00 FOR WALL COMPOSITION. I i I I I ; , i i 1 : : 1 I . i __I 1, ­ � - --- I 1 . I 1 1 i I , I 1, - I I i I . i . - , - , I 1 I I � 1 1 � I I III 1 "I , � 1 : � : 1 1 1 I � I I I 1 1 t : 1 1 1 � ::: f �____ ­1- I . - -- ; I I i I I __ -zi�� " � 1__1__ I I I I I i I I I : i, I i � , I � !I' 1 1 I �1 1 1 I -,@-" I " --- I � : i . � I ; i ! 1: -1 I I I [ , 5. PROPOSED CEILING TO MATCH EXSTING HOUSE CEILING+I- I� I I � I � � ! � ! I I I ,. I i � 1 ! I � � I � 1 2\ I I �30"x3i i I I i I ' I I � <� - --- ( > 4. ALL FLOORS AS PER OWNER M 1 I I ! � I 1 � 1 � I ! I I " _ I ! I I i: 11 l I , , ! I i I ; - 1. " I I ' I 1 � I � � : 1 1 � ( � I I -11 -----,,;z i I 1 I I , I . i ! I _ . I � �' �- I 9'-3Y2'l : � , I [ 1 I I I I I i � I" . ! I � 1 , ' ' ! !i . 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GARAGE . 1 1 l ; 1 I l I __- - ___1 - ( ['� , ; � : -9.td"-- __ - III I : i il : I � I LIVING-KITCHEN-DINING I I i '!IV I __ 04,� 6.1. ALL MECHANICAL ROOMS ! ! I I /�'l ,, � i i I ; : � I l - � � . -- HALL � =i 6.3. GARAGE STORAGE ROOM � i : � I : i 1 III-61 . - . 40, ?AC I--� � __ , <p � , t I I Ill,— -�A�I A �. � _____�" I ,� _-L I " " i I I i ; ! I 1 1 1 1 � , -1 I - __ __ ___ ___ _______ - - - l I ___ -1 , <� � l, I " : , I _b - � ; _", l;_: "\ 5�� r : I ! � � i I ii � 1 ! I i ! 1 � �: CATHEDRAL CEILING ! ; - )e - ;==��_ It --�--%---- I C, , " , #" I I i � 1 � I I 1 I I I � ! � . I �: -__ F_ ---""I� !I � '.� � , " -k� il I I 1 i I ! I I I I i ; 1 l : I ---. ---__ I � � I;' 7. CRAWILSPACE ACCESS LOCATED IN MECHANICAL ROOM : ; i � I . - I I I �',"-!� i E6 I : , : I 1 , It ii 11 : (ji-p le 3-_ ________ - __ I !,I 11 I I I I � A. J GFCI . 2'l �__�' i \ I (D_-_'�� -- 1 i 1 EN �2 1 '� FLOOR AS PER I MIN 24'xl 8 OPENING. I 1 1 , , 1 I : I � I I : i�i I � ; i __ ___,I : 4 1 � • , , , ,g , , , ,: . � I ! r', FCI ii -__ _I, ll4_4 0 � � f�' I! I i I ; ! 1 1 1 1 I : i i - I Ili : I 1 , _ , . � . � I - i .'1, ; --�� ------I J� I I : I I l � . , ; i: ,I I I � q _' - ,; , I I � I I I I � I I " _ __ � 1 I I I i ! I - I � _4 '5'__1-_­ - --4_!� I- - I !:I I �� -I , . ! i i ,! A --'I-- I " I � 1, I : ','�t�1 ;I��i� � 8. ATTIC ACCESS AS PER R807,MIN 22"X30"ROUGH-FRAMED I ! ! ! i : ; 1 i - �71 , - , I I \ " " - � , f I i I --- � I: : � , , � : . ! I 1 i 11 'I : � I � , - I � it __- � �. 1 t7 � . I i : 11 � � �) � 1 � 1 -- ' I � I � I I ! I I ! I : � , I - � - � : I ,. 1 t I : t _ - OPENING. I ; � I I 1 I I_-_,I : i : I ' � I---,-- MUD ROl '� i I I I I I I I I ; : ! - � -��' � - � �____-' i I . 1 1 I t I I , .i :� I --- ,l l I : i I � 1 1 I 1 1 1 : - i-:� 7 ; 3 I ____ 1 I 1 � I ; ; I I I : I I it k - -4 1 (343 LE N 1 _ ! t ! � . I I I � � . " . � I __� � ___ - � --i- __ -1 i I - L, _ _ : 1� t 1 � � [E , I -­- , � . i I � l I i I : I CITE �i - ! I- . I ; I I : . I I I i I ,1 � I I � I 14 I I t - � I I � ,-:, I 1 1 1 : ! i : 1 I ! i I: !I : . I..". . CK d I . - I I ­_----: �' �__ - I : I I I ! I l I I I : 1 l , ! � i t � GFCI I ' ' _!;�i ' I ?___ -7, -4�0. �t-- / I T-1 1"l— I 11 I I I I I � � I - l 4 � I � I I � � "I i! ! ; 1 . I : I 1 � I i : I 1 : I I i -- t-� �' " '-�J­----ATTICACCESS !I: I I I i I : ' ! i i - : : I i I l: . I I i . I I I � I � ! 'L ��� I . I l 1 1 I I I I , , \ 1:I I I I : I ==Q 8 4 " , --- I I i ! 1 _� :11 5T 1 i i I � I 1 I 11 I i 1 I ! /� �,L - i- _VC - i ,I I I ; i I 1 1 1 � ! � � : I I 1 !I I 1 I I � - � I . � � I I 1, � I , 1 , , :I --- l_,_WC�_� I q, t __ HINGED ON GARAGE I . . I ^ ,E SIDE ! I I I , � i I I I � : : 1 1 L I / I i ! I � I1 ! . 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I ,� � � j-44 . � I I� - ! i � , I I__.�- --f--!�-_< __L__�____,'___ I �I ) i . I , , - 2 1 1 I 1 L I ! � - t 1-1 , � i I Q,H' �i ! , � , 11 : ! l I ) ; ____ - � . I if '�v I' �_+__ _�__"_-'-1 1�>- --I-- - ---------.-----__________1 ­________ ___' ____4_____ ,: I � _1 � I ,\ � I 19 , _1-------I 1 ! ! I � ! l : - ­; I g� - I I I ( L _1 -- _! it ! : , -- , I I I I 1 4 Elill I I I ! i � IF I I " i I ----I- -' � I � �------- -- .I I 1: i � I _-1- I", ,- 'V �' I , "__ "" : - \ i �. W �- : ! � , . I I '`I I i Date, 2.14.23 � I ; \ 1 . : T 1 1 ,. '­1 i I , 4�� ' t � � I I 1 +13,41 � . ------- _____ - ---_----- LINE I GFCI � , l 4-- - j I I , '� I , I:! I � DN _. : 1:+42 ! : , � t " ( l : I �- I t I I ! (�) ! � � GFCI I � "' " I 1 "2 111=� I 'F,1 _� I ! : � E__'_�A :: -I= — - , , _:-z' GDCI � ' "' 11 � LINE OF A z.� :� !I — 11 , ; r _\�.___.__':1_ ) ( : , "� I � [=�= � ,L==A l-1 I : ! 1 "I --I \"' I � � Project No- 21.002 - - % L----- ----- -- - : . I : i 1 ' I : � ___ I �= J,- ____ - ______' � 'k --____ N ----_--- - ; I CANT.ABOVE - ____ __� I I I� I __-- _---__ --- - - =."__\� : 11�\__ -- ___ ---------- - - _ _ �'[-I- --� �---- �- \___& __- _____ ______-___ ____-____- __--,---- --� �­_��­_ - --- --1 � , _ "'l A J .......I.......L -1 1-1----U I ' . ,---- -------_- . I - - - � " - � Scale: AS NOTED I I +134, 1 1, I I I 1� � i --+13.W--\ I 1 +13.4' ] 113.4' 1 �-� __ - -- __ ! I __ _____ �I---- ---, - - - '_ ' --I i I I " - - : , - - ZD � 6 ` __ ---' - T! t -- --- - "----" ,--'----" I `/' i 1, Drawn By: ic I I ! r . I 1 6, 1 E� Q., EQ. 14 � 9'l 8--743ll 5,l � 2'l 151-01 _26-1"--' --­ � . E I ` 1 4 __� , I ' �� : 8 ,0 - -0 '-'I I------------ -- --- -- - ------ ---- - - -- — ______ _/ � \ Dwg. Title: — I - _�__T_ e I�I ,� -I ________ 'le 11 :�' , 5 BEDROOM5ll - '5� 21' " ' I — i I---- - - _ __r! zo ` 2i J-:____--- - - "I 151-T 2i - — I I i 3.4' , I � I ___ ____ _____ _______T_lX ,____ __ - __ -__ ---- __ -,-- ­- �-__ ---_____ I I - I 1 ; - 1, I � I i I . � ! ! - — ­— I 75'.0- 1 ; � I I - i � +11.U' +11.01 J, -11.01 - I ! ! 1, � +11.0' ' I i i I ! � I GROUND FLOOR PLAN : I t I � , I ; I ) : I I : � I I � i I : I I ! I E i : I : I : � �LL . I ! L I I r - � I - _____ ___ � Dwg. i : _:i�_ IS'l 1 G HOUSE --­__! --,----- i /__ 'I' ! .__ I I :—1 [7�___ I 1 25'-2" 4'l , 25-0" , I ! i __� 9-1 -I'll"/ 81-6. ____ .==T= I I , 3. �' I — 'l e'__III_� 3-W-11 2 L el I ( ) - I A I � ----,---.- . - ___________� /__I ------- - ---7'- 1 1_­- � - --,-,-,__ ­ " -,- , , , I IN IF 11i L � 2�1 I -.IV l I I '_ �/ \ "Ill I � �I /Z / '' �2� I A-,, Ii I JA 2 - I +*I \�I XP) ZL I �� � � t 63. - it, / 4 ,� - 1,, - - 1 & 11, I 11- ] ­iO i _-2 CL,--- � L���T'5_ f__1 I Z I" I 1 21 1 ,, d , � � i _ i I I _ �_ ___ I I I�. _ - i I L " , it i '-4��7 i I I I - I ! J I I i I i I ! I � : I I I I I ! � I ' - I i BATH I i — I p I (P-6) i i I I ,-� I I i i I i i 7 i i i i �I i � - � - � � � I i � � I I EXISTING I �, PROPOSED ADDITION I .� IA - ' -----____/______ "I I ------- - " 151-9" )` � 26'-8" � e T-9" 1 14'l � 2i T-q, r!q - " . GROUND FLOOR PLAN <2 - - 2 ' 111 �__ SCALE:V=V-0" - '> '0 I 1 1 X2�2� I - 1 A-2(I2 -200 Z(�� Page: 07 OF 16 - Architect: CURTISS ARCHITECTURE PLLC James Curtiss,R.A. 1527 Franklin Avenue-Ste.306 Mineola,N.Y.11501 718.702.7354 jcurfissarch@gmail.com www.curtissad.com Owner 2 Chrome Waves LLC A-301 850 Bay Home Road EQ. EQ. Southold,N.Y.11971 26 0 7('k�_M Consultants: �_j �_F EXISTING HOUSE JN- 4__ LU SEE I-A-005.00 FOR ICE AND WATER 0 SHIELD DETAIL _4 TYPICAL ALL CONDITIONS J 4,r �i_-_t4 A H -3 L x P -�'2"02"R 16"O.C. GENERAL NOTES: Ld-I___ TYP.ROOF CONSTRUCTION _4 1, SEE A.005,00 FOR TYPICAL CONSTRUCTION DETAILS ASPHALT ROOF SHINGLES ON 2, PROVIDE FLASHING AROUND ALL CONNECTIONS,VALLEYS,ROOF PENETRATIONS,HIPS, 30#FELT OVER CORNERS,RIDGES,AND ALL ROOF PENETRATIONS Y4'CDX PLYWOOD 3 DOUBLE UNDERLAYMENT REQUIRED ON ROOF SLOPES 4:12 OR LESS J 4. DOUBLE FRAME AROUND ALL SKYLIGHTS,AND CEILING OPENINGS IF APPLICABLE. _�!_r f 5. INSTALL ICE DAM PROTECTION TO T-0'FROM EDGE OF ROOF(TYP.ALL EAVES)SEE F_ DETAIL 1/A-005.00 L A LU EQ EO 6. IFATTIC 15 NOT INSULATED OR BAI I-l"LAMON f8,4JSED�-- PROVIDE A CONTINUOUS RIDGE VENT.� DOUBLE FRAME AROUND LOFT AREA I SKYLIGHTS,TYP.FOR 2 LU fil U) i-F_IJ 0 1 1-J N DN _J IJ T_ i J PROPOSED 3G*x3D*SKYLIGHT UJ J_ -A //2 J� 4- GUTTER TO LEADER TYP.ALL CONDITIONS IL I 2"x12" OF r J_ -A j._IL TJL tn" A N A I " I - -I I F L L L 71 1 A 2 2 -[1- 11 F­�I - L -, 1--1_:'/ �F_-'-_T 7F j i I -[i _ - r F J <A 201 lJ TYP.ROOF CONSTRUCTION 'L—L, L 1 ASPHALT ROOF SHINGLES ON A L 3D#FELT OVER Y CDX PLYWOOD 4 ROOF RAFTERS IF J �J _J —--- -- tJ L -L A LL Z. J 2 J- d Z' f A-301 EXISTING SECOND FLOOR PLAN 2 SCALE:Y4"=V-0" t 4 �4 _J U -1 J J - —— — — ——— ————— H -1 F A-T C. x 1 1 NSTRUCTION: AAA ROOFCO EXISTING HOUSE KU0-KAI-I tK6 - 1 _'J ROOF ERS LI - I - BUILT-UP EPDM 3-PLY ROLL ROOFING BY J_ - 1_3 1_ -1- IF= r CARLISLE OR APPROVED EQUAL OVER —1 L —————— -- --— — — — �J TAPERED RIGID INSULATION ON FI_ SLOPE TO D RAIN _T 11-Al- 1; L �IL,lj -J, ROOF CONSTRUCTION: 1: L J_ A_ BUILT-UP EPDM 3-PLY ROLL ROOFING BY JL L i--"L 1--A 10 CARLISLE OR APPROVED EQUAL OVER L q TAPERED RIGID INSULATION ON %"EXTERIOR GWE PLYWOOD IF — FXF "t A Jj, L" L.�"ll'--l''-1-1 SLOPE TO DRAIN MIN.Y4'PER FOOT,TYP. L 5 J J I LI lL 1� L 1 :L L ­�,_.,_Ilr L _1,, FJ1 04 IF '112- r 11-1 F-� A_ I-A- A A-2�2 ]"711 T F 1,17 il 1, 1� IF 11 J__! J i , 1] , 11 F" I L__1 L L 1 ­'Itr -1. r-7r'--�L�'i- , L L Fi "T !L 1 L i L 'J" -rA .1 -' I-i 1- -i - - - J "7":_ r ir T 4 4'nIl-4 J�"ZI F r C/) =1 J I F 0 Z IF 7— �'7 F-1 _17 FIj­F, L 7 _71-7 w 0 16,O.0 F _r"T i90 i�a ROOFRAFTE ..1w 7"IrA-300 IF- L IF J LU 0 I rjl 1L_T -4 < Project Address: JL T C? x U3 T' > 2 C�I I A 201 !L -7 7- _T'17�T -TI IL I_�i_ r -IF -4 J T _Ei JL SLOPE TO DRAIN L4,- -R FOOT, T_ 7 �4 7 1 4- MIN,Y4"P1 1 4 TYP. IL SOUTHOLD, N.Y. 11971 I L7� IF 'i L, EQ. EQ. ASPHALT ROOF SHINGLES ON 30#FELT OVER IF L-I Y4"CDX PLYWOOD GUTTER TO LEADER J- J- H-f Project No: 21.002 ca e: A N TED A L AF I T P 1 i_� I Dwg. Title: T T-1 J j 4--, H EXISTING HOUSE ROOF PLAN Dwg. No.: left ROOF PLAN 1 f SCALE:%� V-0" Ilk _4 t 1 -02102 Page: 08 OF 16 Architect: CURTISS ARCHITECTURE PLLC James Curtiss,R.A. 1527 Franklin Avenue-Ste,306 Mineola,N.Y.11501 GENERAL NOTE: 'TOP OF PLATES AT ADDITION ARE APPROXIMATE. I ALL TOP PLATES TO BE AT SAME HEIGHT UNLESS 718.702.7354 I OTHERWISE NOTED. icurtissarch@gmail.COm PROPOSED CEILING HEIGHT TO MATCH EXISTING CEILING I HEIGHT OF EXISTING BUILDING. www.Curtissad.com I FASCIA TO MATCH UNDERSIDE OF SOFFIT. Owner .�, EXISTING HOUSE_ -- ---__ _ ___ PROPOSED HOUSE ____ ______- -- - ), 8hrome Waves LLC -- Bay Home Road IM - - -- _ -- — - - --- --- - - - RIDGE+37.83' $OUth01d,N.Y.11971 Consultants: - _ 1 �I � ti r �.. ''� '-+-,�,i�"- �ti''',ir' TI `,'J Ir'--`Y�.,..�,�-I- ;tir''�__Tr_'I,., -_.J ! _ f , _- 4J�L"� ��r�'�r,-'';-JI�� rT�T-r'-,r�J•'�I�'Y`�"".' - 'I--_1�`r'. 'I'r'"'-,.. `r"T'-rY-r-r''�L- F, --ilk- T _- �'#� . .,1�3-.l- L _ _': _ - ._ r� � u L r , . . 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I . ­ . - - ,� 18"O POURED CONCRETE ------ , -\ - - - - , I �-,- -- --- �­- I---- - --- -- - --- - I,� 11 I , I .- I -- -- --­ -- ---- --- F- - , �__ 1-h B4O.FTG.+5.4' -,-�., �- , -A-1�-,-, I 0 ---I I i L.-I -- I I -I - W I ,�.0 .,�. 'O I I� I � 4 1 . -- -- -1 I -BELOW Drawn By: 3C , 11 � � I � , � � . I FOOTING @ MIN.3-0 1 �� � GRADE,TYP.FOR ALL CONDITIONS Dwg. Title: I I 8"POURED CONC.FOUNDATION WALL W1 - -- ------- ------- -11- -,, � 94 REBAR @ 12"O.C.,HORIZ&VERT.ON � I-------i '---------i 8"x 16"POURED CONCRETE FOOTING%'VI 3-#4 CONTINUOUS REBAR NORTH ELEVATIONS & I B.O.FOOTING MIN.T-O"BELOW EXISTING GRADE. - - - - ALL B.0,FOOTINGS TO ALIGN- - - I -- - ---- ­-- - -----­­ --- - - - - - - - - ------ - ---- --- -- - - - - - -- -- --------.- - -- - - - - - --­----- - --- - - - -- - - - ----- - SECTION Dwg, No.: 21 RIGHT SIDE (NORTH) ELEVATI . SCALE:Y4"=V-0" I '. 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L- , Imo' ,, l� - G 1..,�L T � .;.7,1 -Ji J WI "_ L I J._. ,r` ,i_i 7-d, ate Submission/ Revisions "I' I 1rJ `r•�- -7 R`-i�` T-` `°fir, Tr-' `r,''- T.», + '- -, -TF- ``"- ,0 - 11 �- 1 i!„J .. ..r_ _!�.,. -.1"', !v _I.. _ rJ_rJ-w �„�`„ -.--F--� .L-lI' - .1 _ r><F_ a,1. -�,- ,�'..Ja, -...-� A---II- 1 __IL_.><,.. .rr-'.: 1- +--L- - - =-Il- -!1 .i., i' y Lr `T' I'' ,,. ,JAL l- LvL LI ,r i_ _ ..J'z - -,.I - -w J .�,,... - _,.,L,.��:..,,,:.,,.'-, .T.:rJ ®.L,.`4:�-�` 1l;- - - ^J''T-` �r' -.,rJ-�' ,,,LPL-',�-�„r WT 1. �, .m�I w y ; „ r. 7' -t - - 2 14.23 D.O.B. FILE SET _ I' ..' - --- - "__i,_ n'-r .T', -LT'l-- ` ,. 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Y"THRU-BOLTS STAGGERED 12 POURED CONIC.FOUNDATION WALL W >' .•`- � , �- C= z �. 1 ,- 4 r "a , i, } :i I F t TYP.ALL CONDITIONS a, #5 REBAR @ 12 O.C.,HORIZ&VERT. E, i, '..r' I I I I - } i 6'e P.T.WOOD POST ON ,. - ___ _,-:. ! �11 _ .- - _ _ _ - ram, 18"k3 POURED CONCRETE B.O.FTC.+5.42' _ - _ _ _ z = - -- - _�- -- _ r_ - "" s�-__ w -_____ __________- _._ ______ FOOTING MIN.3 0 BELOW I I . ' I I I i I GRADE,TYP.FOR ALL CONDITIONS REMOVE DISTURBED SOIL AND ORGANIC MATERIAL j — 2"CONCRETE RATSLAB W/ AND THEN BACKFILL WITH CONTROLLED FILL. _J 6x6-W2,9xW2.9 WWF, s l_-—-—- t_J — -—- - B"x 4 POURED CONCRETE PIER W/ l i I -—- -----J 18"x 18" POURED CONCRETE PIER WI 2-#4 REBAR ON 4'-0"x T-0"POURED CONCRETE FOOTING W/ —=1—- 1"CLEAR FROM TOP OF SLAB ON 4-#4 REBAR ON 5-#5 CONTINUOUS REBAR 6 MIL.POLY.VAPOR BARRIER ON 4'-0"x4'-0"x 1'-0"POURED CONIC.FOOTING W/ 4'-#x REBAR x 1'-0"POURED CONIC.FTC.Will B:O.FOOTING MIN.3'-0"BELOW EXISTING GRADE. 2"RIGID INSULATION ON 5-#5 REBAR EACH WAY 5-#5 REBAR CONTINUOUS,TYP FOR 6 6'GRAVEL BASE ON WELL TAMPED SOIL TYP.FOR 3 � 1$"x 18" POURED CONCRETE PIER W/ DATUM 0.0' ------ -- - - - ------- -- - - - - ---- - -- - __ - 4 #4 REBAR ON - Seal: - -- - ---4'-0"X4'-0"-x 1'-0"POUREDCONC.FOOTING W/------ - -- - - -- "--- 5-#5 REBAR EACH WAY 1 I SECTION TYP.FOR SCALE:V=V-0" €�,;'; 'a . P° r'''a, I g+ ;'Ir3 .I�r` A� ± _' ',� , Ill ''{,r ;.IJu- `r� 2-1%a"x 14"LVL RIDGE BEAM - i --- - - - - - - -- - - - - - - - - - - RIDGE+37.831 - - \ TYP.ROOF CONSTRUCTION; ; -__ ASPHALT ROOF SHINGLES ON ' -'`-1 } 30#FELT OVER I ` 1 %a"CDX EXTERIOR PLYWOOD OVER � _ Ir 2"x12" 16"O.C.ROOF RAFTERS till T. @ .-_ te a. C' -__-1 .-,.`_ J�).J "__ . L _tL r. ,_„JI„- I 8'DEEP CLOSED CELL SPRAY FOAM INSULATION <! r - L "" 4 `� l "1 " ' I`� I-� -I I _ I..a 1, ,.i=__.-•--. I _ a. � i I.--_ ,I� , - I. -.G L.,'. I SEE A-005.00 FOR ALL FLASHING AND ' -. =:x-a- _ � r'r'- -' T' • r, r� � I' � J1_-, I ! - to , ' '�"'}*- -h ' JLv,.l�r J`T`' '�1'`'+`-- t ,i` i I , 4 ryr'T' -•-,.,;�'-n,-I i WATERPROOFING DETAILS T i , -- �,-{ =k} i� '-- •I.-.l 12 " " " -r'�T- Imo..-i_ r,'r - J,.. III,4r` r J', �- `T:4� , �' TI, - 4 -,'7, iT,� -.1 -�?)` ' I ..a J 11 - J I--1-- rP a�., CONTINUOUS WATERPROOFING 12 -L Y fT 10 2 z 10 @ 16 O.C. i ,j� -�N I': lL ^, r r�I ,F �;� j_;r ',,,r ,,,_II No. Date Submission/ Revisions AT ROOF TRANSITION - - ---- - ,. ROOF RAFTERS r_ I-, In ,_- I I' _Ir-- _.'1�. J'- �,L, � --------- - - - -- - - --- --..._ _ t _ !_i-�_*, -.--k --J-r1-, ,r J r i -L,..J 4 ..,� in 10 -__ `- - �',T I„ T h L J„ "7 ! -- '',i-t 6� I .�i-I I r�I, -2"x 12"ROOF RAFTERS 2.14.23 D.O.B. FILE SET -- ,-! —� .-1 -I -„ I',,, !i I,--'�� -.,-.r_'_�.,��,�� '- - �`---i --C`.I r;,.,„ ,�...� I'n' ".-"r" I - I-'- - @ 16"�.C. SEE GENERAL NOTE'----- - _ I ROOF CONSTRUCTION: �}„ —l+�j - 1 3.29.23 GENERAL REVISIONS EXISTING ROOF TO BUILT-UP EPDM 3-PLY ROLL ROOFING BY CARLISLE OVER t L T__ i U � � 1 L 1 I L 1 --T - BE REMOVED TAPERED RIGID INSULATION ON _'�_ L , I_ 11,1 --L i, 1i 1 IL II o II '- 2 7.14.24 FINAL STRUCTURAL l"EXT.GRADE PLYWOOD ON1. __ - 1 ,l - CONTINUOUS WATERPROOFING II _- 12 � 1/"x 7Y"LVL 16"O.C.ROOF RAFTERS W/ 1-1 I l I Ii Ill�. _ 10 " AS-BUILTS AT ROOF TRANSITION ;I I I � ;r- -1 1 I 1 PROVIDE FLASHING UP i 3a a @ 11 1'' ! k I '; 1 �_ I'4 CLOSED CELL SPRAY FOAM INSULATION t. L ,�- I T 3-',%"x 18"LVL FLUSH HDR' ;� i' -? 7; II !, 1- T -;; . "- I. _- EXISTING EXTERIOR WALL 7 T I': SIDING - - I', ie"GYP.BD.IPrr.FINISH /� ! BOA TED fHRU W!}2 $OLTS STAGGERED! -_. �_ ,i I[I 1 I ZE 0 -_-__ -- ._.__— _ _ F.-- - ATTIC -_ - _ .:__' __ ii I, II I� I li .' yet k � \ - �I =- u L - - -- - - _ _ - - - -- NEW2 2x12 HDR „' .i '; - r:. ] '- =I __- 11 s- - - 0 a "O 0" a .O r,' �' T 6' �, li 1 ' !I` r'r'' + v - 2"x1 CLG.JSTS C i6 .C. 2 x1 CLG.JSTS @ 1S .C. t, I V -- _ EXIST.CEILING - -- ----- '--- \ - --.__ - - --- -: -= ;t, - ' 1 Ii -� TOP PLATE 22.75'• - ------ - - - - II I ff „1 ii t t", ; T 9 TJI 110 a a l - -_ 1 .�-'t=J l ! EXISTINGWiNDO".HEAD + --\ n - --- - X �-.1 L'' I, I ;2 1%"x9Y'TJI - �'�- - I'' I I � 1 LI TI '' ii CLG.JSTS @ 16"O.C. CLG.JSTS @ 16,O,C, ',1 I' I 1 -,; I; ,;III _ y! _ GARAGE DOOR HEAD I -%"TYPE'X' 3 -- -__ \- ^r, Ih ! s8 1%"x14"LVL ( ., .i, L _,, - 1 a,j _' I' _ 3 I'. GYP.BD.ALL WALLS A D T _-_._ -- - -- - -_ 3-1 "x 9 "LVL Y/a 2 I BOLTED THRUWITH - I' I --J _ , 1 i' Ill ;I r '+ I CEILING IN GARAGE , I ;d 1 Yz BOLTSTAGGERED 7 i ! i it I' n� !! � I I �I I ! I �I c,', 7 _' .I I I' _ - L�.� -,i� 11 k+ ��- - — - - r�_r i - I r J ! 1 F.P.S,C.DOORS -- I I I �'I '1 ill,, I o' I' _ I' - I h,' r - i I 'I,!I I � � i 'I` li 1 I I I I F- II L' I, I I !i I� ! I I, i I�: I _ _ --__T-- I � �� �I I I I Project Address: - I i FINISH FLOORS TO ALIGN 1 � I I r J ., I I I' I� i 'r I r" i, I I I I I I I�_ � I , :I - -_ '' _ '� J---i � I I I ,'1, II r •. .. FOYER H�LL MECH MUDR00 - — I ' RAG - FIRSTFLOOR+13.4' --J11 I I 1L - r ,_ II, - - - - ;I - -- - ---- --- -- - - ' ' -_ -_- - - - - - - ---- ------ -- -- --- - -- -- -- _ _' L_ J -- " --- _, - r r �y; T _ s.,,, „ 1 r I I, I 1, I I I , I '. I, 11:, 1' 1 I I 1, I „r, ,4u , ,.d, ,A, rrr (,r r,,a:4. v v„u. .>I� ,rx ,a vt .ala Iva ,, I} y, 1' Y k, � 1 F k + x w --- - - �,_: 77, "'� 7777777=7 GRADE PLANE+12.06' LANE 12.06 - -_- -' - = -` Y '.r GRADE P 850 BAY HOME ROAD _ T O_SLABa LOCATION BASE__ON -� __ - - ---- -_- - -- - -- _ - .- - -- - - - -- -- -- ------- - c I _ �- -- .- - _ . - . . ` 'L; �ITCFfDFtIVEWAYAWAY FROhf ALIGNED FLOORS 3-13/a°x 11%"LVL OR - u� I_ + PITCH HARDSCAPE AWAY FROM 1 . 4"CONCRETE SLAB W/6x6-W2.9 x N12.9 WWF ON, s GARAGEYa"!FOOT S 0 U�H 0 L D N.Y. 11971 t CRAWLSPACE 5Y"x 11%"APB I } CRAWLSPACE 6 MIL.POLY.VAPOR BARRIER ON {I GARAGE Ya'(FOOT - 6"GRAVEL BASE ON WELL TAMPED SOIL ' SEE NOTE 41 - I_ k --.� :I� I' _ - I CRAWLSPACE '_`.r f.l - --- 10"POURED CONIC FOUNDATION WALL Vlrl 1 ,.- BAR @ 12'O.C.,HORIZ&VERT.ON f #5 RE ___._ -• ;-,,-. -0"x 1'-0"POURED CONCRETE FOOTING W! ,I ' I a a " 1 I 4' _- >x ;- i I 5-#5 CONTINUOUS REBAR i } a -- Date: 2.14.23 _-„ _ __ f _BA.FOOTING MIN.3'0'BELO,N_EXISTING GRADE._ _ _I— — 1 ALL B.O. 00TINGS TO ALIGN I I- _ . _ _ - - Project No: 21.002 `� B.O.FTC.+5.4' STEP FOOTING -- -- - -- - - _ - ` ----- --- -- --- - - - � , - ._ _ _____ _ -------- SEE NOTE#2 18"x 18" POURED CONCRETE PIER W/— - , Scale: AS NOTED 4-#4 REBAR ON - Drawn By: JC 4'- x 4'-i x 1'-0"POURED CONC.FOOTING W/ 5-#5 REBAR EACH WAY Dwg. TRIP.: TYP.FOR 3 — — — - ---- — — — — — — — — — — — — — — — — — — — — DATUM o.a'W — — — BUILDING SECTIONS Dwg, No.: SECTION 2 SJALE:Y"=1'0" Page: 12 OF 16 Architect: CURTISS ARCHITECTURE PLLIC James Curtiss,R.A. 1527 Franklin Avenue-Ste.306 Mineola,N.Y.11501 718.702.7354 jcurtissarch@gmail.com 2 www.curtissad.com Owner. Chrome Waves LLC 850 Bay Home Road Southold,N.Y. 11971 GENERAL NOTE: TOP OF PLATES AT ADDITION APE APPROXIMATE. ALL TOP PLATES TO BE AT SAME HEIGHT UNLESS Consultants: OTHERWISE NOTED. PROPOSED CEILING HEIGHT TO MATCH EXISTING CEILING HEIGHT OF EXISTING BUILDING. FASCIA TO MATCH UNDERSIDE OF SOFFIT. EXTERIOR WALL-FRAMING----- 2-IY4"x 14"RIDGE BEAM ALL LVUS TO BE THROUGH-BOLTED RIDGE!N.8�T 4-IY4"x2O LVL STRUCTURAL RIDGE BEAM RIDGE 6"x6"WD.POST TO PROVIDE LRUZ U-SHAPE HANGER AT ALL RAFTER-TO-RIDGE ---------- CONNECTIONS IN THE LR-KITCHEN ROOF FRAMING. 2"x 6'SKYLIGHT 2'x 8"COLLAR TIES @.16"O.C. FRAMING 4-13/4"x7Y4*LVL POST will TYP.ROOF CONSTRUCTION DOWN FOR RIDGE ---------- ROOF SHINGLES TO MATCH EXISTING ON -------- TYP.ROOF CONSTRUCTION ASPHALT ROOF SHINGLES ON jL 30ft FELT OVER it �:­ 30#FELT OVER Y4'CDX PLYWOOD OVER PLYWOOD OVER II IN! Y4"CDX EXTERIOR 2"x 12"ROOF RAFTERS Cc 16'O.C.W1 2'xl 2'@ 11i O.C.ROOF RAFTERS W1 8"DEEP CLOSED-CELL SPRAY FOAM INSULATION& 12 PROVIDE EAVE BAFFLES FOR VENTILATION 8"DEEP CLOSED-CELL SPRAY FOAM INSULATION -005.00 FOR ALL FLASHING AND 12 •Y8'GYP.BD,FINISH 12 10 F SEE A 12 15- WATERPROOFING DETAILS 10 10 SEE A-005.00 FOR ALL FLASHING AND 10F '1 ) 5-lY4"x 7Y4"LVL's,VERTICAL, I, I 44 I I I X. WATERPROOF DETAILS 2"x 12"CEILING JOISTS @ W/ CO BOTH SIDES OF OPENING 0 LVUs FRAME CONTINUOUS FROM R-30 BATT INSULATION(OPTIONAL) SILL PLATE TO TOP PLATES LL ---2-2"xi PLATES UL ATTIC It 3-2"x8"HDR ----- -------- TOP PLATE+22.75'* _11 L F tIl 1 11,11 1 1 1 , i 4-lY4'x W/a"LVLHDR. 4 't t lY4"x 11Y8"LVL HDR. t WINDOW HEAD —i— AIL ------WALL CONSTRUCTION,TYPICAL: Jill 1i 10'-2"R.O. D SINGLE AS SELECTED BY OWNER ON J x 11%.LVL IY4"x 7)/4 LVL JACK STUD— !ILI I HDR. i !111 f W ----——-------! t Y2 EXT.GRADE PLYWOOD W/ CEDAR BREATHER ON 2x BATTENS ON RIGID INSULATION BOARD OPTIONAL ON HOUSE AIR MOISTURE BARRIER-HOUSE WRAP ON q +f 50 t: Y8"EXTERIOR GRADE PLYWOOD ON 2'x6'WOOD STUDS @ 16-O.C.W/ 5%0"R.O. it R-21 BATT INSULATION I t %'GYP.BD.INTERIOR FINISH i I I HALL �i BATH#2 HALL i +13.4' 1+13.4- ____A',�TH#1 it BEDROCO —-------- +1114' FIRST FLOOR+13.4' +114 HA B q! - ;zz;; 44;.� Vu. 2"x1 2'P.T.DECK.JSTS @ 12-O.C. I A GRADE PLANE+12.06' -SPACE- 2-POURED CONCRETE +11.0, CRAWL 3-lY4"x 1 1%a"LVL OR 51z"x 1 1%`*APB MT SLAB 2"RIGID INSULATION ON It, FOUNDATION WALL CRAWLSPACE CRAWLSPACE CRAW,LSPACE_ T.O.SLAB+10.13' A -­7 12"POURED CONC.FOUNDATION WALL W/'�7 Seal: #5 REBAR(62 12'0,C.,HORIZ&VERT.j 7�1 — — —— — —————— — —--- -- + ' - —-- --——————————— ——————————-- B.O.FTG. 5.4 NTT 8"x 16"POURED CONCRETE PIER W/ 2"CONCRETE RATSLAB W/ REMOVE DISTURBED SOIL AND ORGANIC MATERIAL 2-#4 REBAR ON i 18"x 18' POURED CONCRETE PIER li 54-WZ%W2.9 WWF, AND THEN BACKFILL WITH CONTROLLED FILL. 4'-0"x 4'-O"x V-0"POURED CONC.FTG.W/ 4-#4 REBAR ON 1"CLEAR FROM TOP OF SLAB ON 5-#5 REBAR CONTINUOUS,TYP FOR 6 4'-C"x 4'-0"x T-O"POURED CONG,FOOTING W/ 6 MIL.POLY.VAPOR BARRIER ON 4'-0"x V-0"POURED CONCRETE FOOTING Wif 18'x 18" POURED CONCRETE PIER W/ 5-#5 REBAR EACH WAY 2"RIGID INSULATION ON 5-#5 CONTINUOUS REBAR TYP.FCR 3 6"GRAVEL BASE ON WELL TAMPED SOIL B.O.FOOTING MIN.3'-0"BELOW EXISTING GRADE. 4-#4 REBAR ON --4'-0"x 4'1 xl!-O"POURED CONC.FOOTING W/ DATUM 0.0'rh 5-#5 REBAR EACH WAY SECTION TYP.FOR 3 At SCALE:Y4"=V-0" No. Date Submission Revisions 2.14.23 D.O.B. FILE SET 1 3.29.23 GENERAL REVISIONS 2 7.14.24 FINAL STRUCTURAL AS-_BUILTS Project Address: 850 BAY HOME ROAD SOUTHOLD, N.Y. 11971 Date: 2.14.23 Project No: 21.002 Scale: AS NOTED Drawn By: Jc Dwg.Title: BUILDING SECTIONS Dwg. No.: All 11111 on 00 Page: 12 OF 16 Architect: -- ----- ---------------- -------- - ---- ----- CURTISS ARCHITECTURE PLLC--- - - - --- ----- - ;' James Curtiss,R.A. I . IF ATTIC IS NOT INSULATED OR BATT-INSULATION IS USED, --- - ------- -- 1527 Franklin Avenue-Ste.306 I _ PROVIDE A CONTINUOUS RIDGE VENT. -- - -: _--:'',,1. Mineola,N.Y, 11501 __: 2 1/ x 14"RIDGE BEAM = ''♦ __:::: .__..I a I GENERAL NOTE_ I �_ - - -------- ------ - - - - - - - - -_ : - _ ::.. "TOP OF PATES AT ADDITION ARE APPROXIMATE. , _ - - - ::_ -__. , 718.702.7354 �`.:::::::::..: : .:! 6"x6"WD.POST TO RIDGE _ j ALL TOP PLATES TO BE AT SAME HEIGHT UNLESS OTHERWISE NOTED. �'_-:::,_. -:-::::::.:_:I i :_ __ __ _ jcurtissarch@gmail.com - '�#, PROPOSE[CEILING HEIGHT TO MATCH EXISTING CEILING HEIGHT OF F:-_:-_:__::::_- -::: \ I _:::: _ : www.curtissad.com I I EXISTING BUILDING. 12 _' - - /''%^ i --------{ I TO MATCH UNDERSIDE OF SOFFIT. -_ :_:-:- _ — - - - I FASCIAMA TYP.ROOF CONSTRUCTION %::::::::::-: V --_.-_-_._._--. -:--- 10 , ...:::..:::::.::::.-_-_:-_-:_-: i..:::::::-: I Owner: I -- - --- - - -- I ASPHALT ROOF SHINGLES ON 12 :::::::::::: ---:::_:-::.::_:_:� .-:::::::::-:_:::::-::::::- - --- -- - ,a' ------------------- 30#FELT OVER --- 10 i''-_....:.:::::::::.:I. 'I- --- - - - I - ::::::::::- 3 » ::-::-::----- _ROOFPLYWOOD , _--__ - :-_--:_-_---.-=- - TYP.R -------- ------ - - - � ._.... - ", ___- 2"xl2" 16"O.C.ROOF RAFTERS W/ - 850 Ba HOme Road - - - - --- ::-:::::: _ ::::::::- . -F--:::.--.____.._-.__.._-_ ASPHALT ROOF SHINGLES 0:, - .- - @ \ :_: ::::::-:_:: ::--------------:::..., :::::--:::::::-::r:::: Y --- -'-- - - -- ....-._ ----- - - - 30#FELT OVER --- -- " --::_-:_---:_-_:___:::._:: 8"DEEP CLOSED-CELL SPRAY FOAM INSULATION-- /:-::-: -::-______::-::: -::::::_-:::-::-:--:::.-.......` ::::::::::::::::::::.- Southold,N.Y.11J71 :::::::::::::::---_----: _ - _ 1 3 " 00 Q �_ SEE A-005.00 FOR ALL FLASHING AND ,\-- -::.:.:- ::- _ I - I EXTERIOR CDXPLYW D OVER - :_:::::::-:::________ ! `'. `::____-------- -:. :.- - _ °-,- f. —________-::_::-::__-- 1 -:-----. : I _ :- :_ ----- ---4::-:: - _ -- I -- - -- - - B"DEEP CLOSED-CELL SPRAY FOAM INSULATION - --- -:: : - - - - -- I ....:.:.:::::---- _:::::::::: :: ::%: - :1 . Consultants: - ., - - - t -------_-- - -------- i SEEA-005.00FORALLFLASHINGAND f-`-----,.-:-}'"--:: :::}::-:-- i - - :._\ :::::::.::::....:...' %2`, a r ``:::_------------------ :_. -- ; I _ _ , - -__- ::- _- .. , , I WATERPROOFING DETAILS - -_ - ---......_ -----_::_ - ' *' --- - --- - ,✓.::::_:::_-_:::*-::::.-::--: ,` I .. _ - . -: - - 1 :::::-_ _ :__ --- - - - - _ __ - :--: i I : - -_- I I WATERPROOFING MEMBRANE ---------------------:--- I ------ _ _-------- -- --- -- - ----- -- - - - - I ' - - • - -- -- ---- - -- - - - .- �' :::::::::::-:::_::_::--:-: -: - - ♦ - :::: :-: _-:_:_::::: - 1 ::: -- __ I �,r,_------------ --_--- --- - - --- - -------------- --- - - ----------:-:.:-� ); dg ------ ----::-::-_ I l -- - 8 ALUMINUMGUTTERTO ------- ---------- " - „- -- • f.- - -- -- :::--:-: -:: - ::._:::: - :: - - - ALUMINUM LEADER a' ;>- - :>-.-:::7 _ - - - - -- / _ I , ', I 1 _ ,;, ; r - - - - - ' ,I ' I , ' _ -, - - - f -- --- 1 1 --r-_. .. ... -- " ., r , „ �,, I .•. ,((I I! �, , I, ,, II it ,, ', r I I - ♦ ♦ r , 2 ':_::_:::-__::-:_ ` -- ::: - 2 2 x 6 TOP SLATES - ---- - _,_ - �.. .-,.,- ,-. . .. ­11, I I , ; TOP PLATE ` as • _ 4 --_-- _ — !1 -- _. ,. WOOD SINGLE AS SELECTED BY OWNER ON s» L 5 - = r: -__-------=------ ------------------- WALL CONS RUCTION,TYPICAL: ' = - g�4 / i . I 1 , CEDAR BREATHER ON --- - - 2"x6"WOOD STUDS 16"O.C.NJ/ - ___- ---- - I ::-::_:::_-:= =_=_ \ BLUESKIN AIR/VAPOR BARRIER ON _ - - -- @ I - i - -_` , R 21 BATT INSULATION OR CLOSED CELL SPRAY FOAM -:_:::::_::_- - --_-:: -I k I I ,} %"EXT.GRADEPLYWOOD----- - - '1,pIj;I4II :; 3-2"x8"HDR \ :-:__::-:__::_ :- _:__ _: I', 2"x 12"CEILING JOISTS @ 16"O.C.Wf __- -_ L e R-30 BATT INSULATION(OPTIONAL) I WINDOW HEAD @ 8'-0"A.F.F. `1 - 2"z 8"COLLAF,TIES @ 16"O.C, - - 1, I - - ::: - - - 0 - PROVIDE FLASHING AROUND ALL WINDOW OPENINGS I y I ''' I i ' I i I; I I I i -Z : : i ; Ii I I I li , I, '',, 1 I , I I I I: I i I 'i' I I I i. I I I ! I I Ij i' • I I ( I 11 j .- - -----_ -- -- - -__-__-- --__ ----- ---_ ------ ___- i - -- -- __ - -- - ,I r y. IDETAIL 6 DETAIL 5 DETAIL -SIM AS DETAIL 1 SCALE:1"=V-0" I SCALE:1"=Y-O" I SCALE:1"=V-0" ill --- ----------- ----- --------- ',,i' I1 I ',I 1 i i` '` ' � ��" - r I I i I >. II i I i _ � I - I I , I ' 1 -� I I I I i I 1 - , I :� y I i, _ I , i I ! -- �. a I f i 1 1 I 1� It ( 1 I I —*- a ia. I 1 - I' I ! -} 2 2` -: , I -, - -- 1 l ! Sea! _ - -- - ._- 11 j I ---', i ) I I I 1 i' F I I WALL CONSTRUCTION,TYPICAL: _ 11 I ! III __;1 - �,!'': I ( WOOD SINGLE AS SELECTED BY OWNER ON III I 1 `" - ` ' I CEDAR BREATHER ON ' 1i ; BLUESKIN AIR/VAPOR BARRIER ON I r - I) 1 i � i I i I LII %'EXTERIOR GRADE PLYWOOD ON 1 i r Ip % 1 2"x6"WOOD STUDS @ 16"Q.C.Wf I 1,i I I _==;11 I I I I / r y o f a l R-21 BATT INSULATION ® _I I n , ; t 1 1 � 1 e - # I I I /"GYP.BD.INTERIOR FINISH pj}p� I I '' I -- ! I � t{i 0 ; � I !$` q �" - ' �-�1 1 11 2"x 6"P.T.SILL PLATES f I i! i 1 - 1 IIII} i 1 `r„`� � t+r �. a I, i 2 l Yz 0x12"LONG ANCHOR BOLTS a ENGINEERED FLOORING ON-- -------- i I I I f �� i" O -- x'I $ �, 1, _ - -- - - - --- -' ' I , s-_-- ---_- ----- ------- -- I V---- ------ -- - - -' - - - - -- -- - _1- 4'-0"O.C„M'N.2 PER SILL PIECE �', f 1?'"WARM60ARD-S ON _ t> } FIRST FLOOR M13h4'S - _-- ! "-! 2 LAYERS /az ADVANTECH SUBFLOORII�G j I ST FLOOR+13.4' III - - ! ; 'i 9 f� +13.4'-- - ---- ----- f1RSLFL001�+13.4' _' --- _ - -- 13.4' F!R k1 _ - - _ _-- _-_ 7-- __-_-Y- -_ __ ------- - _ _ —� _ _ - _ __.. _ - r _ ____ __ {f , __ -.I .__ --------_ -.___ .- __. - _T __-. '- _ _ _ .,T._- ._._.... ... .... ... .. ._ r k - ___ - - �' -1 - - - -- - -- -- - TERAUTESHIELDi 1, { --_ --- -- -- -, - - -- ---- -- - _ -1 ---- ----- - -- --- — - __ -- - - - �', _ - - - - - -„- - - - - ; ; i it '1 r f ) �I n, - , .,r r l I � 11 \, ,r r' `, V' ',I ),� d \i , 1' .l ?'i 1' 11 - -'1� 1 t °' - , d 1 l i�"i ',, _ III r'' i t , I i '! I,. - r' 'I I' '1 i, ;1 iI �'. i t I� `'I '4 .r I /' I V Il ' I t R '1 iI i O 4 I 0 C GRADE ,hAY FROM BUILDING NOTE:PITCH A_L A F r � l'1 i 1 i I i, i i i )I 1 I- I I I i - i' 1 I! 7 I it I i 1 � I � 1 1 t 1 �I I r I l I - IJ I , F i' I ,' I 1 , pR P J t, 1 t` - 9 JI $fi0 fi" .C.- 1, RO O I I 1 ,I ', 1 I I t I r n 'I �1 �, i'8 1 I. 1 I� r r I f �I , 1 1 r` , 1 i I -!I , 1 11, i I 0 0 S I I,. GRADE MIN.6 INCHES FOR FIRST 1 FEET A PER i I 1 I i I i -- i 1 r li I I i I 1`:r I I I I ,I I 1 I I 1 �i 1 •� 1 I 1 i�1 1� I _ I r ', 1 i i -i r �i I I 'II 'I� I , � tr' - 3 OF THEN.Y.S.BUILDING CODE LATEST EDITION. 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L h' - - k Page: 13 OF 16 . Architect: CURTISS ARCHITECTURE PLLC r2 James Curtiss,R.A. 1527 Franklin Avenue-Ste.306 Mineola,N.Y.11501 718.702.7354 33'-8- ISA' 33--814. jcurdssarch@gmail.com 3T-2-," 4 16'-2' 5�r www.curtissad.com Owner EQ. EQ. 2 2 7�1 - /2; Chrome Waves LLC 2 -Ak--202 850 Bay Home Road Southold,N.Y.11971 Consultants: —DECK— ul K-1 IT LVJ. 3 IJX4��X 11 HDR. t4 6*x6"PRESSURE TREATED POSTS FROM RIDGE TO FOUNDATION BELOW. BED 1 BED 2 —DECK 2-x10'CLG.JISTS @ TA 0'CLG.JISTS @ V 16,O.C. -J ALL-LVL'S-TO BMROUGH-BOLTED ,----PROVIDE 4 zIY4x 7Y4*LVL POSTS FOR RIDGE--------------------- ---5-1y4"x7-y4'­LVJ L, -----4------r�--IY4"x7Y4-LVU-s,VERTICAL.---- A - ----- -BOTH SIDES OFOPENING­7\ BOTH SIDES OFOPEN III 6W PRESSURE TREATED POSTS TO cri z F— .91. 3'.7i" 8. 6-94 ------------- 3-13/4x llYe*LVLHDR. 3-13/4'x 1 1Y87 LVIL HDR. PROVIDE 4-lY4'x 11TILVIL SUPPORTING 1CC 4-lY4'x 7Y4"POSTS SUPPORTING THE 6")0 PRESSURE TREATED POSTS TO 4-13/4"x 20'STRUCTURAL RIDGE ABOVE FOUNDATION BELOW. 16-421" 2'xlC'CLG.JSTS @ -LU-IJ 116"O.C. !2 III BR3 DECK Lrxlo" CLG.JISTS @ B 06 li GENERAL STRUCTURAL NOTES: C� WIC 1. FRAMING DIMENSIONS ARE FROM STUD-TO­STUD. 2. REFER TO WALL TYPES ON A-002.00 FOR WALL COMPOSITION. lit I i ­i�T I Seal: 4. DOUBLE FRAME AROUND ALL FLOOR AND ATTIC ACCESS OPENINGS BOLTED 3. ALL LVUS TO BE THRU "3 '-9;-7, 5%9� 5 7 '5 3-7 7 x 12"@ 116"O.C. 2"x 12'@ 116"O.C. I , - I — — ----------- ROOF RAFTERS ROOF RAFTERS _3-%'XIY4 LVIL HDR. r2'\ 6W PRESSURE TREATED V2061 0 POSTS TO to La 2'x10" I I FOUNDATION BELOW. Z�' CLG. @ A 16,O.C. _J BR ILA HALL AQ201 T-714. 12'-14' LIVING-KITCHEN-DINING 3-IY4'x 7Y4"LVLHDR. A 'x10-CLG.JISTS @ 2 03 ��UDR� M 6"x6"PRESSURE TREATED B H 4 5� POSTS FROM RIDGE TO FOUNDATION BELOW. 4 cly RL . _— Yi I I `-'_ -- --_-� to M CH ROOM II OR No. Date Submission Revisions it Z-6 T-74 T-111' 41 PROVIDE 4.11YA.x 7Y4"LVL 2.14.23 D.O.B. FILE SET POSTS FOR RIDGE �3.29.23 GENERAL REVISIONS Cq —--------- -- '02'(a 16'O.C. Jois-O.C. I FINAL STRUCTURAL 2 X� 1 Y4.97V LVL H D R. 3.IY,'x 9Y2'6L�'iDR. -7—; 2 7.14.24 RUCTURAL t. ROOF RAFTERS ROOF RAFTERS AS-BUILTS 3 I DOUBLE JOIST I V-1N i — MODIFIED 4 5!-54- TVP 8%7" T-* 2 ZD BATH ------ S2 2-2"Xiol 2-?xlO" *TR/STOR rn I. LLJ / I LL' _J 0 LU if Ile 0 110 UJ WINE A2 HALL L-_J_ 3-IY4"x 9Y2"LVL DOUBLE JOIST 3-IY4"x 18"LVL FLUSH HDR xb_ BOLTED THRU W/YZ BOLTS STAGGERED A2 0 FOYER — -/ ( Project Address: 1:2 M It-H,R 'i 7Y4"LVL DR.U_ 2"xlO* 2"AT �5 -FAMILY ROOM C� CLG.JISTS CLG. d A PARLOR 0 16,O.C. GARAGE 0 2 0 16'O.0 I I- 7 1� MUDROOM RO OVER_ A-300 _N� 0 850 BAY HOME ROAD -�v L i7 F'T4 2 SOUTHOLD, N.Y. 11971 J_ T L;L1 Date: 2.14.23 CM Project No: 21.002 Scale: AS NOTED Drawn By: JC 9'-6� 8'-74N 26-11" 4 BEDROOM Dwg. Title: T-10 75'-0* 15.-0. 26'-0' FRAMING PLAN Dwg. No.: 2_2 2 /I- _L L 11 t Ll 2 2 Vb* ml 01 002 X_2�>02 <A 261 _�62 200 Page: 15 OF 16