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Home My WebLink About49485-Z ARCHITECTURAL REINFORCED CONCRETE (CONT.) THE DUTIES OF THE ENGINEER AND HIS EMPLOYEES OR AGENTS SHALL TERMINATE WITH THE COMPLETION AND CONCRETE IN FOUNDATIONS AND 5LA135 EXP05ED TO WEATHER AFTER COMPLETION OF THE DELIVERY OF WORKING DRAWINGS,THE ENGINEER IS NO- RESPONSIBLE FOR SUPERVISDN OF CONSTRUCTION,NOR O T RRE S E S TRELLA* TORR S STR AR S11j C DOES THE ENGINEER HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER OR THE CONTRACTOR UNLESS NOTED PROJECT SHALL CONTAIN FIVE PERCENT(+/-I%)BY VOLUME OF ENTRAINED AIR AS PER ASTM C23 I. �J' T L ZONING DATA OTHERWISE IN WRITING. RESIDENCE SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE CON50UDATED BY ADEQUATE VIBRATORS. 1385 PIKE STREET THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE CONTRACTOR OR ANY SUB 13 8 5 PIKE STREET MATTITUCK NY 11952 MATTITLJCK,NY 11952 CONTRACTOR OR ANY OF THE CONTRACTORS OR SUB C:ONTRACTOR'5 EMPLOYEES ORAGENT5,OR ANY OTHER KEEP CONCRETE SURFACES NOT COVERED BY FORMS PROTECTED FROM LOSS of SURFACE J U RI S D I CTI O N: TOWN Of S O UTH O LD PERSONS PERFORMING ANY OF THE WORK. M015TURE FOR NOT LE55 THAN SEVEN DAYS. TOWN OF SUFFOLK COUNTY THE ENGINEER I5 NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CON5TRUCTIOV,NOR FOR THE SAFETY ON THE 5LA55 ON GRADE SHALL BE PLACED IN 5ECTION5 NOT EXCEEDING NINE HUNDRED SQUARE FEET PERMITTED USE: SINGLE FAMILY RES 1 DE N C E JOB SITE,AND THAT THESE U5PON5151LITIE5 ARE INTENDED TO BE AND TO REMAIN TH:50LE RESPON5IBILTIIE5 OF WITH THIRTY FOOT MAXIMUM 51DE LENGTH. ALL CONCRETE SLABS SHALL HAVE STEEL TROWELLED THE CONTRACTOR(S). FINISH UNLE55 OTHERWISE NOTED,AND SHALL BE REINFORCED WITH 6XG-10/10 WWF LOCATED LOT AREA: I (S,250 5Q. FT. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS BY ACCEPTANCE OF THESE DRAWINGS,THE OWNER AGREES TO ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE OR ONE INCH FROM THE TOP SURFACE, 4 PREPARED B Y THE ENGINEER FOR THIS PROJECT ARE SETTLEMENT,OR CRACKING,ETC.Of NEW CONSTRUCTION AND WILL NOT HOLD THE ENGINEER RESPONSIBLE FOR THIS NEW FORMS SHALL BE USED FOR ALL FOUNDATION WALLS. i INSTRUMENTS of THE ENGINEERS SERVICE FOR E SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE POSSIBILITY. PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE ARCHITECTURAUENGINEER DOCUMENTS ARE THE I N5TRUMENT5 OF TIMBER FRAMING THIS PROJECT THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY WERE COMPLIES WITH THE # STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN PREPARED 15 EXECUTED OR NOT,THEY ARE NOT TO BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND AUTHORfIY OF THE ENGINEER TIMBER 2020 N.Y.S. UNIFORM TIMBER FRAMING SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEWYORK STATE RESIDENTIAL OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CODE,CHAPTER 5(FLOORS),CHAPTER 6(WALL CONSTRUCTION),CHAPTER 8(ROOF t CEILING CONSTRUCTION), CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE ALL SURVEYS,TEST BORINGS,ENGINEERING REPORTS,OR OTHER SIMILAR STUDIES REQUIRED FOR THE PREPARATION UNLESS OTHERWISE NOTED. RESIDENTIAL CODE PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS ANDOTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR POF THESE ROJECT SHALL BP ROVIDEDOCUMENTS D BY THE OWNER RARE REQUIRED DURING THE SUBSEQUENT CONSTRUCTION PHASE OF THE FRAMING LUMBER SHALL BE SQUARE EDGE,STRAIGHT,SOUND,WELL- N,F,P,A, 70 STANDARD OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROTECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT SEASONED,MAXIMUM MOISTURE CONTENT OF NINETEEN(19)PERCENT AT TIME OF INSTALLATION;LUMBER SHALL BEAR THE a WRITTEN CONSENT FROM ENGINEER. GRADE AND TRADEMARK Of THE ASSOCIATION BY M105E RULES IT IS PRODUCED. 512E5 INDICATED ARE NOMINAL GENERAL STANDARD SIZES. f E THE ENGINEER SHALL A5515T THE OWNER IN FILING AND OBTAINING ALL LOCAL BUILDING DEPARTMENT APPROVALS FOR THEFRAMING LUMBER SHALL BE STRESS RATED HEM MR No.2 WITH A STRESS RATING OF 875 AND ZONING RULE CODE EX15TING PROPOSED CONSTRUCTION DOCUMENTS OF THIS PROJECT.ALL FEES RELATED TO THI5 APPROVAL PROCE55 SHALL BE PAID FOR BY THE 850 PSI RESPECTIVELY FOR BENDING FOR SINGLE MEMBER USE AND 95 AND 75 MIN.FOR SHEAR- OWNER. HEAROWNER.UPON BUILDING DEPARTMENT APPROVAL OF SAD DOCUMENTS,THE GENERAL CONTRACTOR 15 NOW RESPONSIBLE FORK TAKING OUT AND PAYING RELATED FEES FOR THE'BUILDING PERMIT'AND ALL FOLLOWING PERMITS UNTIL THE'CEKTIFICATE PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS OVER 6'-0'IN LENGTH. A. HEIGHT O F BUILDING (max.) 1 9'-G"-I-/- ♦ THOMAS D. REILLY P.E. O OF OCCUPANCY"15 SECURED. I 5tor „= " 1 , }, '.` PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6-0 O.C.MAXIMUM. Y NO CHANGE4 BEZEL LANESMITHTOWN,NY 11787 CONTRACT0R(5)SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES,CODE AMENDMENTS,STANDARDS, ORDINANCES,RULES AND REGULATIONS INCLUDING,BV'NOT LIMITED TO THE FOLLOWING: UNLESS OTHERWISE NOTED,ALL WINDOW AND DOOR OPENINGS SHAD,HAVE 2-27 12"Wim I/2"PLYWOOD BETWEEN ,CAI PHONE(631)724.5740 LOCAL ZONING ORDINANCES HEADERS ABOVE. B. LOT AREA (min.) I G,2505c�.ft. NO CHANGE a ,.. -�' • ' ,, i,c `"� •�"•}' � EIvIAIL:TDRPE@TD}2PE.COM LOCAL BUILDING DEPARTMENT REQUIREMENTS 2020 NEW YORK STATE U51DENTIAL CODE ALL SILL PLATE5 IN CONTACT WITH FOUNDATION WALLS TO BE PRESSURE TREATED AND HAVE CONTINUOUS COPPER TERMITE 13 O'-0" N O CHANGE AN G E 2020 NEW YORK ENERGY CONSERVATION CODE SHIELDS. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WALLS-SEE ANCHOR BOLT DETAIL C• LOT WIDTH (min.) BOLTS MUST BE EMBEDDED A MINIMUM OF T INTO FOUNDATION WALLS. NOTES: CONTRACTOR SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE SAFETY CF PUBLIC AND PRIVATE PROPERTY FORCE MORTAR INTO THE JOINT BETWEEN SILL BOTTOM AND TOP Of FOUNDATION. D. F PONT YARD SETBACK (min.) 20.0' NO CHANGE DURING CONSTRUCTION OPERATIONS. • CONTRACTOR SHALL WORK/ESTIMATE OFF Of APPROVED TOWNSHIP PLANS FROM THE TOWN OF SMITHTOWN ALL 51,113FLOORING,WALL AND ROOF SHEATHING SHALL BE EXTERIOR GRADE PLYWOOD, 50FLOORING-3/4",WALL F` rcy i THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL EXISTING CONDITIONS AND FAMILIARIZE THEMSELVES WITH THE SHEATHING-1/2',ROOF 5HEATHING5/8'. E. REAR YARD SETBACK (min.) 74. I ' NO CHANGE INTENT OF THE DRAWINGS.ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS MUST BE REPORTED TO THE ENGINEER OR OWNER PRIOR TO THE START OF CONSTRUCTION:THE CONTRACTOR SHALL INCLUDE IN THEIR WORK ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPLIT ON THE WIDE FACE OF ANY MEMBER GREATER f. S 1 D E YARD SETBACK (min.) 5.Y.# I 7.2' S.Y•# I NO CHANGE THE EFFECT OF ALL EXISTING CONDITIONS. THAN 1/2 TIMES THE WIDE FACE. S.Y.#2 8G.3' S.Y.#2 NO CHANGE ALL EXPOSED WOOD FOR SOFFITS,OVERHANGS,ETC.SHALL BE APPROVED EXTERIOR GRADE.(PAINTED ALL SIDES AND ENDS) TOTAL e3.5' TOTAL NO CHANGE 5ITE WORK ALL TIMBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS,FRAMING ANCHORS,OR RAFTER ANCHORS OF MINIMUM !8 THE CONTRACTOR SHALL STAKE AND LAY OUT ALL WORK.A5 SHOWN ON DRAWINGS AND VERIFY GAUGE PRIME GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. ; i.'', ALL GIVEN DATA PRIOR TO CONSTRUCTION. ALL TIMBER CONNECTIONS INCONTACT WITH ACQ PRESSURE TREATED LUMBER FOR EXTERIOR FRAMING.SHALL BE FASTENED THE CONTRACTOR SMALL(UNLESS OTHERWISE DIRECTED BY AS PER MANUFACTURERS RECOMENDED FA5TERER USING TYPE 304 OR 316 STAINLESS STEEL CONECTOR5 AND FASTERERS OWNER)INCLUDE IN HIS/HER WORK THE REMOVAL OF All SHRUBS AND TREES WITHIN THE AREA ttif' • z" fy I : .x -;r, ALL STRUCTURAL COMPOSITE LUMBER IS TO BE MANUFACTURED BYTRUJO15T ( s'y,T;^ ��_ � ;ti _;Fg 'f.'i * k 6" DIAMETER OF WOAND TRANSPLANTING OF SAME TO LOCATION(5)AS DIRECTED BY THE OWNER �. - # RK, CORP.P.O,BOX 60 BOISE IDAHO 83707 OR APPROVED EQUAL,ASSEMBLE AND. •, �,� t / W', IN5TALL AS PER MANUFACTURERS INSTRUCTIONS.MICROLAM(M.L.)TO THE CONTRACTOR SHALL EXERCISE GOOD JUDGMENT IN MINIMIZING DAMAGE TO EXISTING AREAS BE E=1.9 AND PARALAM5(P.L.)TO BE E=2.0s (INCLUDING LAWNS AND 5HRUB(5) 1 s .p` �. a":.�i'•� .. �� A a.. rt'� NAILING TO CONFORM TO SCHEDULE INDICATED IN THE 2020 NEW YORK STATE RESIDENTIAL CODE VARIOUS ^� •..,.;'`� » ALL EARTHIGRA55 SURFACES DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION CHAPTERS,AND A5 RECOMMENDED BY THE METAL CONNECTOR MANUFACTURER,-SEE SHEET RC-2 FOR SCHEDULE ' _ . ` z" -"' w { != L z :' .A �.,: 3 Ay „� �Ja REFLECTIVE WHITE SHALL BE RESTORED TO ORIGINAL CONDITION.WORK MAY INCLUDE NEW BACK FILL,TOP501L AND REFLECTIVE RED Y '_' PANTONE#187 RE SEEDING WITH FERTILIZER TO MATCH EXISTING ADJACENT AREAS. �" } i t ' '" r "�' LEAVE 1116'SPACE AT AL1 PLY WOOD PANEL END JOINTS AND 1/8'SPACE AT ALL PANEL EDGE JOINTS. ; ,V # ",tri ' - y • ,'. ; q .,,fi V;7 PROVIDE 50LID BLOCKING FROM TOP OF GIRDER OR FOUNDATION WALL TO THE UNDERSIDE OF FLOOR AT WOOD POSTS.ALL ;,,}'{: ,t�`ff! ' " �'; WOOD POSTS SHALL BE 4X4 MINIMUM(UNLESS OTHERWISE NOTED.) P.'°;: �..•� ' °' { DEMOLITION , 'F. ` ': \ __ a,.; •' . ;�:«" e�°, n 1, t','i"}+ MECHANICAL REFER TO CONSTRUCTION DOCUMENTS FOR SPECIFIC DEMOLITION LOCATIONS AND NOTES. * '' R'•4�, c,-r, '.� ,' ^rI. r to ALL NEW MECHANICAL PIPING/DUCTWOM DESIGN,EQUIPMENT AND LN5TALLATION5 SHALL COMPLY WITH THE MINIMUM WHERE EXISTING WALLS ARE SHOWN TO BE REMOVED AND/OR NEW OPENINGS ARE CAVED FOR IN EX15TING WALLS, REQUIREMENTS SET FORTH BY THE 2020 NEWYORK STATE RESIDENTIAL CODE(CHAPTER 12 THROUGH 26) THE CONTRACTOR SHALL BRACE/SUPPORT ROOF,CEILINGS AND/OR WALLS PRIOR TO REMOVAL OF EXISTING WALLS, FUEL GAS,UNLE55 OTHERWISE NOTED AND ALL LOCAL CODES,AND ALL APPLICABLE A5HRAE AND 5MACNA STANDARDS *r �` CEILING J015TS AND/OR ROOF RAFTERS AND TO MAINTAIN SUCH CONDITION(5)UNTIL NEW HEADERS,BEAMS OR WALLS px=. "�+ a ARE INSTALLED A5 SPECIFIED. THE HVAC CONTRACTOR SHALL VERIFY THE 51ZEIPERFOFMANCE OF THE EXI5TING 5Y5TEM(5)AND CALCULATE THE NEW REQUIREMENTS TO DETERMINE IF THE EX15TING 5Y5TEM(5)WILL BE ADEQUATE TO ACCOMMODATE THE NEW ADDITION.IF THE � THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE PROJECT AT ALL yy� EXISTING 5Y5TEMO)ARE NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN H15MER BID THE C05T OF EXPANDING THE •+ T ) »Ay TIMES. .. ` CLIENT APPROVALS SYSTEMS)AS REQUIRED FOR PROPER PERFORMANCE. �""» �'� ,'� ` i .s�... '�� ,�, at` ��'�r - �. "*� ANY DISCREPANCIES RELATED TO THE DRAWINGS WITH THE ACTUAL STRUCTURAL CONDITIONS THAT EXIST SHALL BE L.,ti ' Rrf APPROVED BY: DATE: REPORTED TO THE ENGINEER PRIOR TO COMMENCEMENT'WITH SAID WORK THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR MODIFICATIONS AND DCIEN510NS OF THE EXISTING HEATING �4 '' • e �°� � k ISSUED FOR CLIENT REVIEW 10/27/2021 SYSTEM INCLUDING RELOCATION/REROUTING OF EXISTING PIPINGIDUCTWORK,ETC. °= ,�� ,��°tt� K t `�, �� ' �, "`�� 1/2" x t��-' THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR INSTALLATION Of NEW AIR CONDITIONING SYSTEM EQUIPMENT, 51TE LOCATION The construction type STROKE •- "y , ,. ISSUED FOR CLIENT REVIEW 11/10/2021 DUCTWORK,DIFFUSERS,THERMOSTATS,ETC, designation shall hey 'Y,. FOU N DATI ONS AND FOOTINGS i , II , III , IV"or �.� - 3 ISSUED FOR CLIENT REVIEW 11/19/2021 CONTRACTOR SHALL REMOVE EXISTING AND PROVIDE NEW PERIMETER BASEBOARD CONVECTORS(CONVECTOR TO BE classification indicate the construction =': *y' : pr' ^'""�/ 4 ISSUED FOR CLIENT REVIEW 11/20/2021 PRIOR TO EXCAVATING THE GENERAL CONTRACTOR IS TO LOCATE ALL UNDERGROUND UTILITIES(GAS,WATER, SCALE: N.T.S. classification of the . ,• ,,v.•e ELECTRIC,SEPTIC,SEWER ETC.)AND NOTIFY ENGINEER OF ANY CONFLICTS WITH PROPOSED WORK. SELECTED BY OWNER),CONTRACTOR TO PROVIDE NW PERIMETER DA500ARD ON NEW ADDITIONS. structure under DESIGNATION FOR STRUCTURAL '.` r ,t t":T _�„.� ” ' CONTRACTOR TO PROVIDE UNDER COUNTER CONVECTORS IN KITCHEN A5 REQUIRED. section 602 of the BCNYSr'; - ,.- .'s tT" .+°-` 5 ISSUED FOR CLIENT REVIEW 12/3/2021 COMPONENTS THAT ARE OF FOUNDATIONS AND FOOTINGS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE NEW YORK STATE 6 ISSUED FOR CLIENT REVIEW 12/13/2021 RESIDENTIAL CODE(2020),CHAPTER (INCLUDING,BUT NOT LIMITED TO REINFORCING,ETC.)UNLESS OTHERWISE NOTED. D RAW I N G LI 5T �•.�.• TRUSS TYPE CONSTRUCTION ELECTRICAL ■ ` 7 ISSUED FOR CLIENT REVIEW 12/15/2021 ...� fiF!! FLOOR FRAMING,INCLUDING FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF TWO THOUSAND 5 P- I S(TE PLAN FOUNDATION PLAN L ■ ■ GIRDERS AND BEAMS POUNDS PER SQUARE FOOT(VERIFY IN FIELD)AND SHALL EXTEND 3'-O"MIN.BELOW FINISHED GRADE. ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE ! �' ■ ■ "11191 TRUSS SIGN NOTES: ISSUED FOR CLIENT REVIEW 3/7/2023 2020 NEW YORK STATE RESIDENTIAL CODE,PART VIII,CHAPTERS 35 THROUGH 43,UNLESS OTHERWISE NOTED, � GENERAL NOTES I ROOF FRAMING 1.SIGNS SHALL BE PROVIDED IN NEWLY 9 ISSUED FOR CLIENT REVIEW 3/13/2023 EXCAVATE AND BACK FILL IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES, AND ALL LOCAL CODES AND/OR ALL REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL MATERIALS AND EQUIPMENT IV� Im L FR" FLOOR AND ROOF FRAMING CONSTRUCTED BUILDINGS THAT UTILIZE 51TE PLAN SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES,INC. UNDERWRITER5'CERTIFICATION SHALL EX- I EXISTING FLOOR PLANS STANDARDS AND CODES TRUSS TYPE CONSTRUCTION AND IN 0 ISSUED FOR CLIENT REVIEW 3/29/2023 HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE CONCRETE 15 PLACED AND COMPACTED WITH BE DELIVERED TO THE OWNER BY THE GENERAL CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE WORK A_ I PROPOSED FLOOR PLANS EXISTING BUILDINGS WHERE AN u _ i n ISSUED FOR CLIENT REVIEW 4/5/2023 A HAND OPERATED PLATE TYPE COMPACTOR. C�C� 51GN 5AMPLF ADDITION THAT EXTENDS OR INCREASES SCALE' 1 — 2O-O 1 THE CONTRACTOR SHALL VERIFY THE 51ZE AND DETERMINE IF THE EXISTING ELECTRICAL SERVICE WILL BE ADEQUATE FOR EC- I ENERGY CODE DETAILS TRU .J✓ �FLOOR AREA OF THE BUILDING ISSUED FOR CLIENT REVIEW 5/25/2023 FILL MATERIAL TO BE ACCEPTABLE SAND,GRAVEL OR COMBINATION Of BOTH WHICH MAY CONTAIN SMALL AMOUNTS NEW AND EXISTING LOAD5 COMBINED. IF SERVICE 15 NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN H15/HER BID THE }�F F 2 OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION,BUT NONE OVER TWO INCHES,BUT DOES NOT CONTAIN C05T OF INCREASING THE ELECTRICAL SERVICE ACCORDINGLY. RC- I N E W YO RK STATE CODE DETAILS UTILIZES TRUSS TYPE CONSTRUCTION. COI L O 1 WORK CLAY,LOAM,ORGANIC MATERIAL,DEBRIS,AND FROZEN MATERIAL. SIGNS SHALL BE AFFIXED PRIOR TO THE 3 ALL EXISTING WIRING AND OUTLETS WHICH ARE REMOVED DUE TO DEMOLITION ARE TO BE HANDLED IN STRICT CONFORMITY RC-2 NEW YORK STATE CODE DETAILS PRE-ENGINEERED WOOD (PW) ISSUANCE OF A CERTIFICATE OF MOISTURFJCONDITION FILL MATERIAL BY AERATING OR WATERING AND THOROUGHLY MIXING MATERIAL TO OBTAIN WITH THE NATIONAL ELECTRIC CODE(N.E.C.). n ii OCCUPANCY OR A CERTIFICATE OF OPTIMUM M015TURE CONTENT PERMITTING PROPER COMPACTION LOCATION: F FLOOR FRAMING COMPLIANCE. • BASEMENT INTERIOR ALTERATIONS UL APPROVED SMOKEMEAT DETECTORS INDICATED ON THE DRAWINGS ARE TO BE WIRED INTO THE ELECTRICAL SYSTEM, TRUSS SIGN NOTES: SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN M95 NOT GREATER THAN EIGHT INCHES OF L005E THICKNESS BATTERY OPERATED DETECTORS ARE NOT ACCEPTABLE. 2. SIGNS IDENTIFYING THE EXISTENCE OF G 8 G.3 S Q.FT. OVER ENTIRE FILL AREA. TRUSS CONSTRUCTION SHALL CONSIST OF USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS,RETAINING WALLS OR SIMILAR LOCATIONS. ALL WIRING SHALLBE MINIMUM#112 ANDS 14(A5 REQUIRED)COPPER. NO ALUMINUM WIRE WILL BE PERMITTED. A CIRCLE 6 INCHES IN DIAMETER,WITH A DO NOT USE LARGE ROLLING EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS. STROKE WIDTH OF 36 INCH.THE SIGN REVISIONS & DRAWING ISSUE : CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT,2 POLE,3 WIRE,GROUNDING TYPE. PROVIDE GROUND BACKGROUND SHALL BE REFLECTIVE DO NOT BACK FILL AND COMPACT AGAINST FOUNDATION AND RETAINING WALLS UNTIL CONCRETE HA5 REACHED FAULT RECEPTACLES WHERE REQUIRED BY THE NEC.AT ALL VM AREAS. WHITE IN COLOR THE CIRCLE AND SSUED FOR CLIENT REVIEW 6/14/2023 DESIGN STRENGTH AND WALLS ARE PROPERLY BRACED BY ADJACENT CONSTRUCTION OR TEMPORARY MEANS CONTENTS SHALL BE REFLECTIVE RED IN 2 ACCEPTABLE AND APPROVED BY THE ENGINEER ALL NEW INTERIOR/EXTERIOR LIGHTING FIXTURES WILL BE PROVIDED BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COLOR,CONFORMING TO PANTONE INSTALLATION. MATCHING SYSTEM(PMS)#I87.WHERE A 3 COMPACT SUB GRADES WITH A VIBRATORY ROLIER SIGN IS DIRECTLY APPLIED TO A DOOR OR PROVIDE POWER,RECEPTACLES AS REQUIRED FOR APPLIANCES AS SHOWN.COORDINATE EXACT LOCATIONS WITH OWNER SIDELIGHT,IT MAY BE A PERMANENT 4 501L COMPACTIONS AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS Of 2020 NY5RC.COMPACT PRIOR TO INSTALLATION, NON-FADING STICKER OR DECAL.SIGNS 5 UNDER SLABS,FOUNDATIONS,AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM DENSITY. COMPACT BACK FILL NOT DIRECTLY APPLIED TO DOORS OR AT WADS,EMBANKMENTS,AND UNDER PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY. PLUMBING ON LIGHTS SHALL WEATHER RESISTANT 6 MATERIAL. ALL PLUMBING MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL CODE OF NEW YORK STATE-TABLE R 301.2 (1) STRUCTURAL STEEL 2020 NEW YORK STATE RESIDENTIAL CODE,PART VII,PLUMBING-CHAPTERS 27 THROUGH 32,UNLESS OTHERWISE NOTED.ALL NEW PLUMBING FIXTURES COMPLETE WITH RELATED FAUCETS AND ACCESSORIES SHALL BE PROVIDED GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN STRUCTURAL STEEL SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE INTERNATIONAL BUILDING CODE BY THE OWNER WITH THE CONTRACTOR RESPONSIBLE FOR COMPLETE INSTALLATION AND CONNECTIONS. FLOOD 9 CHAPTER 22,ANDIOR THE 2020 NEW YORK STATE RE51DENTIAL CODE SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL NEW WATER PIPING SHALL BE TYPE"L'COPPER,HARD TEMPERED WITH DIELECTRIC UNIONS. LOAD SPEED(MPH) TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY WEATHERING FROST LINE DEPTH TERMITE ALL STRUCTURAL STEEL SHALL BE ASTM A36 AND CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE of Kl'11 � EFFECTS REGION DEBRIS ZONE '�M'' �QHI�D INDEX TEM!' STEEL CONSTRUCTION(AISC).STEEL TUBES SHALL BE ASTM A500 GRADE B. REFER TO DRAWINGS FOR LOCATION OF NEW ROOF VENT 5TACK. COLOR OF PENETRATING STACK,ROOF JACK AND MIN 3'-O" BELOW MODERATE ° DATE OF CURRENT 1 FLASHING SHALL BE BLACK OR BROWN TO MATCH ROOFING COLOR. 30 130 MPH NO NO NO C SEVERE 11OF YES EFFECTIVE FLOOD 1500 or LESS 52.7° 2 ALL CONNECTIONS SHALL BE MADE WITH 3/4'DIAMETER COMMON BOLTS OR WELDS BY A QUALIFIED WELDER U51NG E-7OXX FINISHED GRADE TO HEAVY IN�U 9NCE R TE ELECTRODES. ALL PIPING EXPOSED TO THE ELEMENTS SHALL BE INSULATED INCLUDING PIPING LOCATED IN EXTERIOR WALLS. 3 ANCHOR PIPE COLUMNS TO FOUNDATIONS WITH TWO 3/4'DIAMETER BOLTS EMBEDDED 1'4'MINIMUM INTO CONCRETE. USE CONTRACTOR TO VERIFY THE SIZE OF EXISTING DOMESTIC HOT WATER SYSTEM AND DETERMINE IF THE EXISTING 5Y5TEM WILL TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (2020 NYS RESIDENTIAL CODE+RESCHECK) STEEL SHIMS AND NON SHRINK GROUT TO ADJUST HEIGHT. BE ADEQUATE FOR NEW AND EXISTING LOADS COMBINED. IF SYSTEM 15 NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE COST OF EXPANDING SAID SYSTEM ACCORDINGLY,AS REQUIRED FOR PROPER PERFORMANCE. FENESTRATION SKYLIGHT GLAZED MASS BASEMENT SLAB CLIMATE ZONE CEILING WOOD FRAME FLOOR CRAWL SPACE PROJECT TITLE: TORRES ESTRELLA RESIDENCE REINFORCED C O N C RL-T E U-FACTOR U-FACTOR FENESTRATION WALL WALL R-VALUE CONCRETE SHALL COMPLY WITH THE MINIMUM REQUIREMENT5 SET FORTH BY THE RESIDENTIAL NEW YORK 5TATE 1=I N 15 H WORK SHGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH WALL R-VALUE ENGINEER SEAL: DATE: 10/19/2021 RESIDENTIAL CODE(2020),CHAPTER 4,UNLE55 OTHERWISE NOTED. ALL FINISH WORK SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL SCALE: D.G.NOTED OF NEW w r DRAWN BY: D. CODE,PART VIII,CHAPTER 7-WALL COVERINGS,UNLE55 OTHERWISE NOTED. REQUIRED 4A 0.32 0.55 0.40 R-49 20 or 13+5 8/13 19 10/13 10/2FT. 10/13 �Q�� o �� CHECKED BY: T.D.R. ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE RECOMMENDATIONS OF THE AMERICAN � SPS l�y, CONCRETE INSTITUTES(AC0. ALL TRIM WORK AND MNISHE5 ON EXISTING REMAINING WALLS,SHALL BE REMOVED BY CONTRACTOR,INCLUDING,BUT NOT O , DRAWING NO: LIMITED TO PANELING,WALL PAPER AND BASE,WINDOW,DOOR 1 CROWN MOLDINGS AND TRIM.ALL EXISTING WALLS TO ALL CONCRETE SHALL BE STONE CONCRETE(3/4"COARSE AGGREGATE)HAVING A MINIMUM REMAIN SHALL BE RESTORED TO"A5 NEW PLASTER'FINISH.WORK MAY INCLUDE BUT NOT BE LIMITED TO TAPE AND PROPOSED 4A 0.30 N/A 0.30 N/A R- N/A R-21 N/A N/A N/A STRENGTH OF 3000 P51 AT TWENTY-EIGHT DAYS EXCEPT SLABS ON GRADE WHICH SHALL HAVE SPACKLE REPAIRS,EXISTING GYPSUM WALLBOARD REMOVAL AND REPLACEMENT,AND NEW GYPSUM WALLBOARD CLADDING A MINIMUM STRENGTH OF 4000 PSI AT TWENTY DAYS. OVER IY15TING WALLS.ALL NEW AND EXISTING WALLS SHALL BE TAPED,5PACKLED,PREPPED AND READY FOR NEW PAINT AND/OR CERAMIC TILE FINISHES. WINDOW: 'ANDERSEN' STORMWATCH PROTECTION ENERGY PATH: 'PRESCRIPTIVE' SP— 1 REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OS A5TM 615 FOR GRADE 60,BE SERIES W/LOW-E4-SIMULATED 2020 NYS RESIDENTIAL CODE 043E,�5 `L % CONTINUOUS AND HAVE MINIMUM LAPS of FORTY DIAMETERS. FLOOR FINISHES THROUGHOUT ENTIRE EXISTING HOUSE,INCLUDING BUT NOT LIMITED TO CARPET AND CERAMIC TILE TO BE REMOVED.NEW FLOOR FINISHES TO BE SELECTED BY OWNER,COORDINATE RESPONSIBILITIES OF FURN15HMENT AND 0 ESSYC`� r' EN WELDED WIRE FABRIC(NN�F)SHALL CONFORM TO THE REQUIREMENTS OF A5TM Al 85,FLAT INSTALLMENT WITH OWNER SHEETS ONLY. DRAUING TIME: ALL FINISHES IN BATHROOMS AND POWDER ROOM SHALL BE 5ELECTED BY OWNER COORDINATE RESPONSIBILITIES OF FURN15HMENT AND INSTALLMENT WITH OWNER' SITE PLAN, ZONING & ELEVATIONS ARE ARTISTIC CONCEPTIONS ONLY.HOMEOWNER SHALL REFER TO THE SIGNED CONTRACT FOR SPECIFIC FIN15H GENERAL NOTES MATERIALS PROVIDED BY THE CONTRACTOR TORRES ESTRELLA RESIDENCE ♦TORRES ESTRELLA♦ RESIDENCE 1385 PIKE STREET MATTITUCK,NY 11952 TOWN OF SOUTHOLD SUFFOLK COUNTY A R31 1.7.5.1 STAIR RISERS A-I THE RISER HEIGHT SHALL BE NOT EX. WINDOW MORE THAN 64".THE RI5ER SHALL THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -1 EX. WINDOW EX. WINDOW EX. WINDOW BE MEA5URED VERTICALLY BETWEEN PREPARED B Y THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY LEADING EDGES OF THE ADJACENT WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE EX, OVER HEAD GARAGE DOOR TREADS. PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF WASTE CAL FOUNDATION I THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, TYPI � LINE g n R31 1.7.5.2 STAIR TREADS STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE WALL CONSTRUCTION: I SHWR THE TREAD DEPTH SHALL BPERMITTED E NOT COPYRIGHT. THE OWNER SHALL BE TO RETAIN I 8"C.M.U. WALL COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND I I I I /TUB 3G'LAV LESS THAN 9". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN I EX. 2xG C.J.@ I G"O.C. CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE i I I U VENTED TO BETWEEN THE VERTICAL PLANES OF PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND EXTERIOR p (� 0 THE FOREMOST PROJECTION OF OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR I � I I � I a BEDROOM #2 ADJACENT TREADS AT A RIGHT OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT 3 OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT _ BEDROOM # I O ANGLE TO THE TREADS LEADING o BATH WOOD FLOOR WRITTEN CONSENT FROM ENGINEER. Ua I I aU { z WOOD FLOOR TILE FLOOR FLAT CEILING _� EDGE. u- L — — — — — — — — — J LL: I FLAT CEILING O� CL. 3 NOTE: `A TO BE I NOTE: ti WINDOW TO MEET a EGRE55 REQUIREMENTS I CAR GARAGE REMOVED I TYPICAL CEILING 6' NOT BE MORE THAN 44" 500 NOTE: I HEIGHT 8'-4Y4' S.D. S.D. ABOVE FINISHED FLOOR e THOMAS D. REILLY P.E. ISED FLOOR TIMBER TYPICAL CEILING /WATER� L — — _ _ r- — — — (j IN CLOSET 4 BEZEL LANE COLUMN HEIGHT 7'-5" VILTER/ HALL p (MIN. G'-8" SLAB TO B.O. W � To SMITHTOWN,NY 11787 I TO BE 0 I 6'�s k � .` I � 2� � ABOVE FULL HEIGHT _ EACH R15ER PHONE(631)724.5740 REMOVED I TIMBER L ` `'I C O pF- REQUIRED) EMAiL:TDRPE@TDRPE.COM _ (2)2x I O GRDR.(FLUSH} - - _ _ (2)2x 10_GRDR.(FLU5H) _ COLUMN _ L — — — -� — — — — C� CABINET OPENING 4x4 POST END I I I I z r I ATTIC CL, N I r, o -STOOP SUSPENDED Z 7771 PULLDOWN (o NOTES: WITH STEEL �� 1 L U 3 Qtu I TURNBUCKLE I U U Z ( N>VJ Of ENINJG DN O OPENING O - - -J Oil STAIRCASE 31 I o LIVING ROOMI I o TOOL ROOM I z WOOD FLOOR KITCHEN o LL' I FLAT CEILING Biu I I WOOD FLOOR z �I N CSI I N UN-FINISHED I I I x z x 3 z STORAGE ROOM pl I ' zl I I EX. 2xG C.J.@ 1 G"O.C. z I I S!NK RANGE I 011 (GASBI - - - - - + — I F— ---iI- - I E.P. I per. UPPER CABI ET CAB. CAB, - - - - - - - - - -- - - - - - - - - - - -� '� EX. WINDOW STEP DN i- - - - - - - - - � i- - - -I I- - - - - - - - - -� EX. WINDOW EX. WINDOW A I ( I I —PORTICO- A-I I ( DN I EX15TING FOUNDATION FLAN NORTH EX15TI NG f I P"'." T (LOOK FLAN N O RT H SCALE: 11 = 1 1-011 SCALE: Y411 I ' 011 Y4CLIENT APPROVALS "T APPROVED BY: DATE: ISSUED FOR CLIENT REVIEW 10/27/2021 DEMOLITION NOTES : _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 ISSUED FOR CLIENT REVIEW 11/10/2021 r - - - - - - - - - - - - - - - - - - - - - - - 1. ALL NECESSARY DEMOLITION AND REMOVALS F. UNCOVERING, INSPECTION AND REPLACEMENT (IF LEGEND I r - - - - - - - - - - - - - - - - 7 ISSUED FOR CLIENT REVIEW 11/19/2021 - - - - - - �� REQUIRED FOR THE EXECUTION OF THE WORK SHALL NECESSARY OF BELOW GRADE PERIMITER FOOTING I I 11 11 4 ISSUED FOR CLIENT REVIEW 11/20/2021 BE PERFORMED BY THE G.C. AS PART OF THE DRAINAGE SYSTEM. _ _ EXOTING WALL OR PARTITION TO BE REMOVED I EX. 24 R.R.@IG"O.C. EX. 2xGR.@IG"o.c. 11 I 5 ISSUED FOR CLIENT REVIEW 12/3/2021 CONTRACT, AND AS DESCRIBED IN, OR REASONABLY EX15TING WALL OR PARTITION TO REMAINI I I I I I I I A ISSUED FOR CLIENT REVIEW 12/13/2021 2. THE G.C. SHALL TAKE EVERY PRECAUTION AND I I I I I I I I ISSUED FOR CLIENT REVIEW 12/15/2021 INFERRED FROM THE DRAWINGS AND THESE NOTES NEW EXTERIOR WALL CON56TING OF}¢"GYP5UM BOARD, IEX. 2xG C.J.@ i G"o.c. 1 I 111 (3 I I AND SPECIFICATIONS. THE SCOPE OF WORK SHALL EXERCISE GREAT CARE SO AS NOT TO DAMAGE R 5�XW1�EXTERIORPLYWOODSHEATHN G, ITYVEKHOU5E I I I L _ _ �� I I ° I I ISSUED FOR CLIENT REVIEW 3/7/2023 EXISTING WORK TO REMAIN. WRAP AND HORIZONTAL SIDING.(COLOR AND 5TYLE TO BE INCLUDE, BUT NOT NECESSARILY BE LIMITED TO: SELECTED BY OWNEI I r R) I 9 ISSUED FOR CLIENT REVIEW 3/13/2023 3. THE WORK OF DEMOLITION SHALL BE CARRIED ON .777777-= NEW INTERIOR PARTITION CON515TING OF 2'X 4"WOOD STUD$ I y� I I I I 02 ( I ISSUED FOR CLIENT REVIEW 3/29/2023 (16"O.C.)WI'TH}L'GYPSUM BOARD EACH SIDE FROM FLOOR TO I UNDERSIDE OF 5TRUCTURE ABOVE I /� ,�� A. REMOVE PART OF THE EXISTING HOUSE INCLUDING IN A MANNER THAT WILL INSURE AGAINST INJURY OR I l/ I I �� i I N I I ISSUED FOR CLIENT REVIEW 4/5/2023 CONTR TO REMOVE EXISTING DOOR / WINDOW AND FRAME. I \ ROOF PORTION; WALLS; EXTERIOR FOOTINGS, DECKS DAMAGE, WHICH MIGHT OCCUR FROM FALLING DEBRIS CL05E EX15TING OPENING WITH MATERIAL5 TO MATCH ANDi I J L 1 I _ ALIGN WITH U15TING ADJACENT. I I 2 ISSUED FOR CLIENT REVIEW 5/25/2023 - - -A `-u^ AND STAIRS; WINDOWS; ETC., ALL AS NECESSARY TO OR OTHER CAUSES. THE G.C. SHALL TAKE EVERY o o EX15TING DOOR AND FRAME TO BE REMOVED I I w U ( I 3 ACHIEVE INTENDED DESIGN. PRECAUTION TO GUARD AGAINST STRUCTURAL I I o < o I_ _ _ 4 MOVEMENT, SETTLEMENT OR COLLAPSE. ERECT I I 00 \\ I o EX15TING DOOR AND FRAME TO REMAIN I I CV 2x8 RIDGE B. CAREFULLY EXCAVATE EARTH FOR NEW FOOTINGS SHORING WHEREVER NECESSARY TO SUPPORT L — — _ _ — — — — _ _ _ _ — — — _ — _ _ _ - FOUNDATION WALLS, FOOTING DRAINS, AND SANITARY EXISTING OR NEW WORK. G.C. SHALL BE RESPONSIBLE ATTIC -' x ��%'� �� SYSTEM. LOCATE, AND PROTECT FROM DAMAGE, FOR SAME, AND SHALL PROMPTLY REPAIR DAMAGE. I I I T I I I I \ I I NEW DOOR AND FRAME r-� REVISIONS & DRAWING ISSUE : EXISTING PIPING SERVICES (WATER, WASTE, POWER, I I '�-L _ _ —4-1 J VLI-1 1 LI I SSUED FOR CLIENT REVIEW 6/14/2023 ETC.) HAND DIG, USING SHOVELS WHERE NECESSARY 4. REMOVE ALL DEBRIS EXPEDITIOUSLY AS THE WORK N I I �- — — — — - - - - - - - - — I 2 TO PREVENT DAMAGE. PROGRESSES, TO THE SATISFACTION OF THE OWNER I I 9 i AND/OR THE ARCHITECT. NO REMOVALS SHALL BE o5D INDICATES HARD WIRED,INTERCONNECTED SMOKE DETECTORS j I -HIP ROOF-I I 4 C. REMOVE EXISTING SHRUBBERY AND TREES THAT STORED IN THE STREET STORE REMOVALS ON THE I Ex. 2xG Ca I G"o.c. co Ex R.R. I INTERFERE WITH THE WORK OF THE PROJECT. PROPERTY, IN A LOCATION THAT IS APPROVED BY THE oCM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR i i �� n @ I G°O.C. i 5 II I COORDINATE WITH OWNER PRIOR TO COMMENCEMENT OWNER. I I 02 026 I OF WORK FOR EXISTING LANDSCAPING TO REMAIN. 5. G.C. SHALL REPAIR, AT HIS OWN EXPENSE, ANY I I I I I WALK THE PROPERTY WITH OWNER AND REPLANT ANY I I EX. 2xG R.R.@ I G O.C. EX. 2xG R.R.@ I G O.C. DAMAGE DONE TO THE PROPERTY OF THE OWNER THE I I I I 1 I 9 SHRUBBERY OR TREES THAT ARE TO BE SAVED. NEIGHBORING PROOPERTIES, OR ANY AREAS ON OR OFF I I L — — — — — — — — — — — — — — — — — — — — — i D. FURNISH AND INSTALL NEW CLEAN FILL AS THE PROPERTY BY REASONS OF ANY CONTRACTOR'S I L _ _ _ _ _ _ _ REQUIRED. BACKFILL FOR ALL EXCAVATION AND WORK HEREUNDER �— _ — _ _ — — ____ _______ J SITEWORK. REGRADE TO FINISHED GRADES INDICATED 6. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS I --PORI ICO- I 3 ON ENGINEERING DRAWING, AND TO ALLOW FOR AND ACTUAL QUANTITIES PRIOR TO DEMOLITION L _ _ 1 _ _ J 4 PROPER DRAINAGE OF ROOF AND PROPERTY. WORK EX15TING ROOf PLAN ENGINEER SEAL: DATE: 10/19/2021 NORTH PROJECT TITLE: TORUS ESTRELLARESIDENCE E. FURNISH AND INSTALL TEMPORARY PROTECTION 7. CONTRACTOR SHALL INTERFACE WITH UTILITY (SUCH AS HEAVY DUTY VISQUINE PLASTIC SHEETS, SCALE: AS NOTED COMPANIES INVOLVING POWER, GAS, WATER, SEWER 11 = 1 '-O" OF NE� DRAWN BY: D.G. SCALE: TAPED MASONITE PANELS, ETC.) TO PREVENT ETC. REQUIRED TO SHUT DOWN OR DISCONNECT /q- �� RE_ } CHECKED BY: T.D.R. C)T �rP� /< , INFILTRATION OF DUST AND DEBRIS INTO AREAS NOT UTILITIES OR TO EXECUTE DEMOLITION WORK SHOWN �o DRAWING NO: DESIGNATED FOR WORK. NONTE THAT EXISTING �'"� rt A •' ON THESE DRAWINGS. K t , AREAS THAT ARE TO REMAIN SHOULD BE SUFFICIENTLY PROTECTED DURING ROOF REMOVAL TO gCON RAC TO VIDE O T T R PR ALL REQUIRED SHORING = � EX- O �3F�5 AVIOD DAMAGE. AND PROTECTION OF ALL WORK. 9. DEMOLITION SHALL INCLUDE COMPLETE DRAWING TITLE: DISMANTLING, REMOVAL AND DISPOSAL OF ALL EXISTING FLOOR PLANS DEMOLISHED MATERIAL. TORRES ESTRELLA RESIDENCE *TORIES ESTRELLA* RESIDENCE 1385 PIKE STREET MATTITUCK,NY 11952 TOWN OF SOUTHOLD SUFFOLK COUNTY THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, 8305.1 CEILING HEIGHT: STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE HABITABLE SPACE, HALLWAYS PORTIONS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN OF BASEMENTS CONTAINING THESE SPACES COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN SHALL HAVE A CEILING HEIGHT OF NOT LESS CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE THAN 7-01. BATHROOMS,TOILET ROOMS 4 PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND I„ LAUNDRY ROOMS SHALL HAVE A CEILING OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 31 -92 HEIGHT OF NOT LESS THAN G'-8". OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT 23'-87Sn 8305.1.1 BASEMENT CEILING HEIGHT: LEGEND WRITTEN CONSENT FROM ENGINEER. PORTIONS OF BASEMENTS THAT DO NOT PATCH WINDOW VENT TO CONTAIN HABITABLE SPACE OR HALLWAYS EXISTING AS REQ'D A-I EXTERIOR SHALL HAVE A CEILING HEIGHT OF NOT LESS C - _ = EXISTING WALL OR PARTITION TO 8E REMOVED TOP of RIDGE(+I G'-2' _ _ 2x8 RIDGE - - - - - - - - - - THAN G-5" 1 - _ _ a. - EXCEPTION: AT BEAMS, GIRDERS, DUCTS EXISTING WALL OR PARTITION TO REMAIN (2)13/4"x 7Y2'M.L. OR OTHER OBSTRUCTIONS, THE CEILING a THOMAS D. REILLY P.E. e WASTE I HEIGHT SHALL BE NOT LE55 THAN G1-4" NEW EXTERIOR WALL CONSISTING Of&GYPSUM BOARD, 4 BEZEL LANE I �?p 2"X 4'WOOD STUDS(I G'O.C.),�'BATT INSULATION NOTE: - I FROM THE FINISHED FLOOR. (RI5),X, EXTERIORPLYWOOD5HEATHING,TYVEKHOU5E I f' g G.C.TO LINE 5 12 12 tic �, SUMPS - - - - I WRAP AND HORIZONTAL SIDING.(COLOR AND STYLE TO BE SMITHTOWN,NY 11787 ROOF CONSTRUCTION: I 1 Q PROVIDE NEW PUMP ASH DRY TYPICAL WALL ( ) SELECTED BY OWNER) PHONE 631 724.5740 1 SUMP PUMP AS 5HWR• CONSTRUCTION: NEW INTERIOR PARTITION CONSISTING OF 2'X 4"WOOD STUDS EMAIL:TDRPE TDRPE.COM EXIST, 2xG R.R. @ I G"O.C. ATTIC IL 16-22 REQUIRED I 2x4 WALL STUDS tl G"O.C.)WITH}�z'GYPSUM BOARD EACH SIDE FROM FLOOR TO �"CDX PLYWOOD SHEATHING UN-FINISHED I 5'-7" U 0 @ I G'O.C. UNDERSIDE OF STRUCTURE ABOVE (j 7-4 o ACQ. SILL PLATE CONTRTO REMOVE EXISTING DOOR / WINDOW AND FRAME. ASPHALT ROOF SHINGLES I VENT TO - EXISTING 2xG LAU N D RY Iz 1/2'GYPSUM BOARD CL05E EXISTING OPENING WITH MATERJAL5 TO MATCH AND NOTES: I EXTERIOR � � ALIGN WITH EXISTING ADJACENT. BATH @) TILE FLOOR I . I"AIRSPACE C.J.@ I G"O.C. I RECREATION ROOM 60TILE FLR Iu� R-21 SPRAY FOAM INSULATION 0 EXISTING DOOR AND FRAME TO BE REMOVED TOP of 15T FLR PLATE (+8'-5") I GARAGE CONVERSION coI NOTE: L- TO HABITABLE SPACE cv 17-73-BATT SOUND ALUMINUM GUTTERSI _ - x c' I INSULATION IN ALL NEW TOP of WINDOW(+G'-8"A.F.F.) _ N ADD HSS M"04' G'LAV 6� I BATHROOM WALLS TYP. -� STEEL PIPE COLUMN - EXISTING DOOR AND FRAME TO REMAIN ' TYPICAL EXIST. EXTERIOR WALL I N ON 2'-0"x2'-0"x I'-0" It L - - - CONSTRUCTION: F- i 4cV I P.C. FOOTING Ex. 5"0 2x4 WALL 5TUD5 @ I G"O.C. K(TCH EN I t 5'42' W/345 BOTT. N . TIMBER m in Y2'CDX PLYWOOD SHEATHING in= BEDROOM #2 CL. I G.O. COLUM 3G"TALL EW NEW DOOR AND FRAME STAIRCASE L - - OVER'1WEK' HOUSE WRAP Cow RAISED FLOOR I (3)13/4"x 1 17/8"M.L. GRDR. (2 2x 10 GR_DR.(FLU511) _ RAILING - CEDAR SHAKE 51DING ~ - - - - - _ N I/2"GYP.BOARD-INTERIOR � - IN CLOSET TO ALLOW SPLAY CLG. ADEQUATE HEIGHTI I P05T�TURN J ABOVE I I z I - R-13 BATT. INSULATION ABOVE STAIRS- 55 3/'OX V4 I BUCKLE ABOVE (a A5 REQ D z MAINTAIN G'-8"MIN. STEEL PIPE TO BE REMOVED P05T I I I ( Q L - FXISTING 2x8 I COLUMN Q > 05D INDICATES HARD WIRED,INTERCONNECTED SMOKE DETECTORS F.J.@ I G"O.C. ABOVE EACH TREAD I ABOVE J 3 Q 3j 06 TOP of EX. FIRST 5UBFLOOR (0'-0") z I OCM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR r "IfADD U ry RELOCATE NOTE: I RETAINING O co w 10'-2" 4'-9" - - NOTE: PROVIDE R-2 I 2)2x I 0 TOOL BEN H GENERAL CONTRACTOR 15 TO FIELD VERIFY ALL 51TE ALL INSULATION TO BE INSTALLED AS BATT. INSULATION I WELL AS e HALL ° I CONDITIONS AND EXISTING DIMEN51ON5 OF 5TRUCTURE, PER MANUFACTURERS INSTRUCTIONS GRDR. IX. GRADE NEEDED - -iN I - x MECH. AND NOTIFY ENGINEER OF ANY D15CREPANCIES PRIOR TO NOTE: TYPICAL WALL 3 `r rQ /P ROOM PROVIDE(1) LAYERS OF THE COMMENCEMENT OF WORK. SEE AIR SEALING REQUIREMENTS STORAGE CONSTRUCTION: O -' _ -; l�e ,Q I WA TYPE EI CEILINGS ON ON EC-I SHEET ADD H55z 0xy4 z �I �JTVRAGC/fI� I WALLS 4 CEILINGS BATH HALL 2x4 WALL STUDS N O I COMMON TO HOUSE STEEL PIPE COLUMN ON 2'-0"x2'-0"x 1'-0" @ I G"O.C. P.C. FOOTING ACQ. SILL PLATE 14._9 " C? �p ��O NOTE: TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES W/345 BOTT. 1 112"AIR SPACE BOARD 4„ Rr POST 61 13-10Qs _ ( PANOELS TOVIDE CCE55 EXIST. P.C. SLAB R-21 SPRAY FOAM I ABOVE I (GASI UTILITIES AS TRAP SIZE a• INSULATION / I NECESSARY PLUMBING FIXTURE MINIMUM EX. GRADE I I (inches) - - A - L_ TYPICAL WALL PROVIDE 3/4 Bathtub(with or without shower head and/or _ CONSTRUCTION: HOUR SELF whirlpool attachments) 1'/2 - - - - - - -- - - - - - - - - J A-I CLIENT APPROVALS CR055 5 ON 'A A' r 2x4 WALL STUDS CLOSING FIRE I I I I @ I G.O.C. RATED DOOR Bidet 114 APPROVED BY: DATE: L - - J ACQ, SILL PLATE ISSUED FOR CLIENT REVIEW 10/27/2021 1/2"GYPSUM BOARD 1"AIR SPACE Clothes washer standpipe 2 SCALE: � II = � I-OII Dishwasher(on separate trap) 1 / ISSUED FOR CLIENT REVIEW 11/10/2021 - - - Ril R-2 I SPRAY FOAM INSULATION p p z ISSUED FOR CLIENT REVIEW 11/19/2021 `'t I _ _ _ Floor drain 2 4 ISSUED FOR CLIENT REVIEW 11/20/2021 Kitchen sink(one or two traps,with or 5 ISSUED FOR CLIENT REVIEW 12/3/2021 PROPOSED fOUNDATION FLAN NORTH p z 4"VENT THROUGH without dishwasher and food waste disposer) 1'/2 6 ISSUED FOR CLIENT REVIEW 12/13/2021 ROOF(V.T.R.) ROOF • , II _ 1-011 Laundry tub{one or more compartments} 11/2 AISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT REVIEW 3/7/202021 SCALE• / - Lavatory 11/4 9 ISSUED FOR CLIENT REVIEW 3/13/2023 Shower(based on the total flow rate through 0 ISSUED FOR CLIENT REVIEW 3/29/2023 �2w 1-- showerheads and bodysprays) {� , I I 1 , R310.2.1 OPENING AREA-EGRESS 8310.2.2 WINDOW SILL HEIGHT-EGRESS R915.2.3 CARBON MONOXIDE LOCATION 8317.3.1-FASTENERS FOR R308.4.5 GLAZING&WET SURFACES M1502.1 CLOTHES DRYER EXHAUST: Flow rate: 1 ISSUED FOR CLIENT REVIEW 4/5/2023 EXISTING I1 I1 Yz" I1 Yz' I EXISTING EMERGENCY AND ESCAPE RESCUE WHERE A WINDOW IS PROVIDED AS THE CARBON MONXIDE ALARM SHALL BE PRESERVATIVE-TREATED WOOD GLAZING IN WALLS,ENCLOSURES OR CLOTHES DRYERS SHALL BE EXHAUSTED 2 ISSUED FOR CLIENT REVIEW 5/25/2023 BATH I KITCHEN OPENINGS SHALL HAVE A NET CLEAR EMERGENCY ESCAPE AND RESCUE PROVIDED ON EACH STORY FASTENERS INCLUDING NUTS&WASHERS FENCES CONTAINING OR FACING HOT IN ACCORDANCE WITH THE (3 FIXTURES) , I I I (2 FIXTURES) OPENING OF NOT LESS THAN 5.7 SQUARE OPENING,IT SHALL HAVE A SILL HEIGHT CONTAINING A SLEEPING AREA, FOR PRESERVATIVE TREATED WOOD TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM MANUFACTURER'S INSTRUCTIONS. 5.7 gpm and less 1 /z ' I SI K SI K FEET.THE NET CLEAR OPENING OF NOT MORE THAN 44 INCHES ABOVE THE WITHIN 15'OF THE SLEEPING AREA. SHALL BE OF HOT-DIPPED,ZINC COATED ROOMS,BATHTUBS,SHOWERS&INDOOR MI 502.4.1 MATERIAL&DUCT SIZE: More than 5.7 gpm up to 12.3 gpm 2 3 WC DIMENSIONS REQUIRED BY THIS SECTION FLOOR;WHERE THE SILL HEIGHT IS BELOW MORE THAN 1 CARBON MONOXIDE GALVANIZED STEEL,STAINLESS STEEL, OUTDOOR SWIMMING POOLS WHERE THE EXHAUST DUCTS SHALL HAVE A SMOOTH TUB HWR DW SHALL BE OBTAINED BY THE NORMAL GRADE,IT SHALL BE PROVIDED WITH A ALARM SHALL BE PROVIDED WHERE SILICON BRONZE OR COPPER STAPLES BOTTOM EXPOSED EDGE OF THE GLAZING INTERIOR FINISH&BE CONSTRUCTED OF More than 123 gpm up to 25.8 gpm 3 OPERATION OF THE EMERGENCY ESCAPE WINDOW WELL IN ACCORDANCE WITH NECESSARY TO ASSURE NO SLEEPING SHALL BE OF STAINLESS STEEL.COATING IS LESS THAN 60"MEASURED VERTICALLY METAL HAVING A MINIMUM THICKNESS OF 1ST FLOOR AND RESCUE OPENING FROM THE INSIDE. SECTION R310.2.3 AREA ON SUCH STORY IS MORE THAN TYPES&WEIGHTS FOR CONNECTORS IN ABOVE ANY STANDING OR WALKING 0.0157 INCHES(No.28 GAGE).THE DUCT More than 25.8 gpm up to 55.6 gpm 4 THE NET CLEAR HEIGHT OPENING SHALL 15'AWAY FROM A CARBON MONOXIDE CONTACT WITH PRESERVATIVE-TREATED SURFACE SHALL BE CONSIDERED TO BE A SHALL BE 4"NOMINAL IN DIAMETER. BE NOT LESS THAN 24 INCHES AND THE 8310.2.3 WINDOW WELLS ALARM. WOOD SHALL BE IN ACCORDANCE WITH HAZARDOUS LOCATION.THIS SHALL C.O. 4' 2" 3' 1 4.1}� 2" C.O. THE MINIMUM HORIZONTAL AREA OF THE THE CONNECTOR MANUFACTURERS APPLY TO SINGLE GLAZING AND EACH NET CLEAR WIDTH SHALL BE NOT LESS WINDOW WELL SHALL BE 9 SQ.FT.WITH A RECOMMENDATIONS.IN THE ABSENCE OF PANE IN MULTIPLE GLAZING. For 51:1 inch=25.4 mm. REVISIONS & DRAWING ISSUE THAN 20 INCHES. 8314.3 SMOKE ALARM LOCATION _ EXCEPTION: HORIZONTAL PROJECTION&WIDTH OF SMOKE ALARMS SHALL BE INSTALLED IN MANUFACTURERS RECOMMENDATIONS,A OR STAIRWAY ILLUMINATION SSUED FOR CLIENT REVIEW 6/14/2023 T GRADE FLOOR OR BELOW GRADE T` NOT LESS THAN 36".THE AREA OF THE THE FOLLOWING LOCATIONS: MSM OF ASTM A 653 TYPE G185 R303.7 INTERI OPENINGS SHALL HAVE A NET CLEAR WINDOW WELL SHALL ALLOW THE 1.IN EACH SLEEPING ROOM. ZINC-COATED GALVANIZED STEEL,OR INTERIOR STAIRWAYS SHALL BE EMERGENCY ESCAPE AND RESCUE 2.OUTSIDE EACH SEPARATE SLEEPING EQUIVALENT,SHALL BE USED. PROVIDED WITH AN ARTIFICIAL LIGHT OPENING OF NOT LESS THAN 5 SQUARE 11 Y" I1 1 1 Nz" OPENING TO BE FULLY OPENED. SOURCE TO ILLUMINATE THE LANDINGS 3 PROPOSED PROPOSED FEET. AREA IN THE IMMEDIATE VICINITY OF THE R312.1.1 GUARDS WHERE REQUIRED I I f AND TREADS.THE LIGHT SOURCE SHALL BATH I ( LAUNDRY EXCEPTION: BEDROOMS. GUARDS SHALL BE PROVIDED FOR THOSE BE CAPABLE OF ILLUMINATING TREADS& 4 " ( R310.2.2 WINDOW SILL HEIGHT-EGRESS THE LADDER OR STEPS REQUIRED BY 3.ON EACH ADDITIONAL STORY OF THE LANDINGS TO LEVELS OF NOT LESS THAN 1 j (3 FIXTURES) �II 4 (I FIXTURE) PORTIONS OF OPEN-SIDED WALKING I SINK I WHERE A WINDOW IS PROVIDED AS THE SECTION R310.2.3.1 SHALL BE PERMITTED DWELLING,INCLUDING BASEMENTS& SURFACES,INCLUDING STAIRS,RAMPS& FOOT CANDLE(11 LUX)AS MEASURED AT WC FAI EMERGENCY ESCAPE AND RESCUE OPENING, TO ENCROACH NOT MORE THAN 6"INTO HABITABLE ATTICS&NOT INCLUDING LANDINGS,THAT ARE LOCATED MORE SH R WASH CONNECTED TO IT SHALL HAVE A SILL HEIGHT OF NOT MORE THE REQUIRED DIMENSIONS OF THE CRAWLSPACES&UNINHABITABLE ATTICS. THAN 30"MEASURED VERTICALLY TO THE THE CENTER OF TREADS&LANDINGS. 6 THAN 44 INCHES ABOVE THE FLOOR;WHERE WINDOW WELL. IN DWELLINGS OR DWELLING UNITS WITH THERE SHALL BE A WALL SWITCH AT APPROVED FLOOR OR GRADE BELOW AT ANY POINT EACH FLOOR LEVEL TO CONTROL THE BASEMENT THE SILL HEIGHT IS BELOW GRADE,IT SHALL SPLIT LEVELS&WITHOUT AN WITHIN 36"HORIZONTALLY TO THE EDGE SEPTIC SYSTEM 8310.2.3.1 LADDER&STEPS LIGHT SOURCE WHERE THE STAIRWAY HAS BE PROVIDED WITH A WINDOW WELL IN INTERVENING DOOR BETWEEN THE Ul AREA WELLS WITH A VERTICAL DEPTH OF THE OPEN SIDE.INSECT SCREENING SIX OR MORE RISERS. ACCORDANCE WITH SECTION 8310.2.3 ADJACENT LEVELS A SMOKE ALARM 2" 3" 1 Y 2" GREATER THAN 44"SHALL BE EQUIPPED SHALL NOT BE CONSIDERED AS A GUARD. 9 C O 4' 4" R310.4 BARS,GRILLES,COVERS&SCREENS WITH A PERMANENTLY AFFIXED LADDER INSTALLED ON THE UPPER LEVEL SHALL WHERE BARS,GRILLES,COVERS,SCREENS OR STEPS USABLE WITH THE WINDOW IN SUFFICE FOR THE ADJACENT LOWER 8311.7.3 VERTICAL RISE 8303.8 EXTERIOR STAIRWAY ILLUMINATION OR SIMILAR DEVICES ARE PLACED OVER THE FULLY OPEN WITH THE LADDERS OR LEVEL PROVIDED THAT THE LOWER LEVEL A FLIGHT OF STAIRS SHALL NOT HAVE A EXTERIOR STAIRWAYS SHALL BE PROVIDED EMERGENCY ESCAPE AND RESCUE RUNGS SHALL HAVE AN INSIDE WIDTH OF IS LESS THAN 1 FULL STORY BELOW THE VERTICAL RISE LARGER THAN 151 INCHES WITH AN ARTIFICIAL LIGHT SOURCE OPENINGS,AREA WELLS,OR WINDOW NOT LESS THAN 12",SHALL PROJECT NOT UPPER LEVEL. BETWEEN FLOOR LEVELS OR LANDINGS. LOCATED . THE TOP LANDING S THE DIAGRAM WELLS,3Z E CIO LIEN WITH S CYTONS BES TH N NOT M 18A�pSHALL4.SMOKE ALARMS SHALL ZO INSTALLED STAIRWAY.EXTERIOR STAIRWAYS 2 hLUMBING R15ERNOT LESS THAN 3'-0"HORIZONTALLY 8302.5.2 DUCT PENETRATION PROVIDING ACCESS TO A BASEMENT FROM 8PENI 1 THROUGH COMPLR310.2IES AND SUCH VERTICALLY FOR THE FULL HEIGHT OF FROM THE DOOR OR OPENING OF A DUCTS IN THE GARAGE&DUCTS THE OUTDOOR GRADE LEVEL SHALL BE 3 DEVICES SHALL BE RELEASABLE OR THE EXTERIOR R THE ELL. BATHROOM THAT CONTAINS A BATHTUB PENETRATING THE WALLS OR CEILINGS PROVIDED WITH AN ARTIFICIAL LIGHT 4 OR SHOWER UNLESS THIS WOULD SEPARATING THE DWELLING FROM THE SOURCE LOCATED AT THE BOTTOM LANDING 5 C A LE: N .T.5. THE USE OF A KEY,TOOL,SPECIAL REMOVABLE FROM THE INSIDE WITHOUT PREVENT PLACEMENTS OF A SMOKE GARAGE SHALL BE CONSTRUCTED OF A OF THE STAIRWAY. P3103.1 ROOF EXTENSION P3103.3 FLASHINGS AND SEALING KNOWLEDGE OR FORCE GREATER THAN ALARM REQUIRED BY THIS SECTION. OTHER AVI R V GAGE SHEET STEEL OR PROJECTTITLE: TORREs ESTRELLA RESIDENCE AT LEAST ONE OPEN VENT PIPE SHALL EXTEND THE JUNCTURE OF EACH VENT PIPE THAT WHICH IS REQUIRED FOR NORMAL OTHER APPROVED MATERIAL&SHALL NOT H THROUGH A ROOF AND SHALL BE TERMINATED WITH THE ROOF LINE SHALL BE MADE OPERATION OF THE ESCAPE AND RESCUE AVE OPENINGS INTO THE GARAGE. ENGINEER SEAL: DATE: 10/19/2021 SNOTE AT LEAST 18 INCHES ABOVE THE ROOF EXCEPT WATER TIGHT BY AN APPROVED OPENING. THAT WHERE A ROOF IS TO BE USED FOR ANY FLASHING.VENT EXTENSIONS IN SCALE: A PURPOSE OTHER THAN WEATHER PROTECTION, WALLS AND SOFFITS SHALL BE MADE OF NFL Y DRAWN BY: D.G. THE VENT EXTENSIONS SHALL BE RUN AT LEAST WEATHER TIGHT BY CAULKING SP Pg D.RE/�Y \ CHECKED BY: T.D.R. DRAWING NO: 7 FEET(2134 MABOVE THE ROOF. p3103.2 FROST CLOSURE � �Q `s�,f J►` \ M) P3201.7 SIZE OF FIXTURE TRAPS EVERY VENT EXTENSION THROUGH A ROOF ~ n F ; TRAP SIZES FOR PLUMBING FIXTURES SHALL BE SHALL BE A MINIMUM OF 3 INCHES(76 MM)IN c �. `■z�.-„ a y r AS INDICATED IN TABLE P3201.7.WHERE THE DIAMETER.ANY INCREASE IN THE SIZE OF THE ! TAILPIECE OF A PLUMBING FIXTURE IS LARGER VENT SHALL BE MADE INSIDE THE STRUCTURE AA- I THAN THAT INDICATED IN TABLE P3201.7,THE MINIMUM OF 1 FOOT(305 MM)BELOW THE ROOF. TRAP SIZE SHALL BE THE SAME �FESS�O NOMINAL SIZE AS ,��0 � a435Q043591bN� THE FIXTURE TAILPIECE.A TRAP SHALL NOT BE � i LARGER THAN THE DRAINAGE PIPE INTO WHICH DRAWING TITLE: THE TRAP DISCHARGES. PROPOSED FOUNDATION PLAN TORRES ESTRELLA RESIDENCE ♦TORRES ESTRELLA♦ RESIDENCE 1385 PIKE STREET _" W "7\_,,70_Rv`"� K ST _r__1N G""�� 7' CONS X V Arl ION CONSTRUCTION COD S MATTITUCK,NY 11952 2 0 A 200'k 0 "-'N Ari y TOWN OF SOUTHOLD SUFFOLK COUNTY • THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT ARE _- Seal lights and INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY A i r sealing key points bath vent fans Air sealing checklist WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE to ceilingdrywall PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF �" N1102.2.4(R402.2.4)ACCESS HATCHES&DOORS: �_ Before drywall THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, N1101.14(R401.3)MANDATORY: ACCESS DOORS FROM CONDITIONED SPACES TO STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE 1. Plate and wall penetrations by plumbing and electrical ❑ Seal bottom plate of exterior walls with caulk or sill A PERMANENT CERTIFICATE SHALL BE UNCONDITIONED SPACES SUCH AS ATTICS&CRAWL SPACES COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COMPLETED BY THE BUILDER OR APPROVED SHALL BE WEATHER-STRIPPED&INSULATED TO A LEVEL COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 2. Tub/shower on outside or attic wall { seal; seat inside edge with caulk after walls are up. OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN 3. Window and door rough openings PARTY AND POSTED ON A WALL IN THE SPACE EQUIVALENT TO THE INSULATION ON THE SURROUNDING CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE 9Window rough opening ❑ Seal band joist area with caulk, spray foam, or WHERE THE FURNACE IS LOCATED,A UTILITY SURFACES.ACCESS THAT PREVENTS DAMAGING OR PROJECT. THE ENGINEERS DRAWINGS,SPECIPICATIONS AND 4. Airtight, IC-rated recessed lights and electrical fixtures 2sketin between to late and band gist, and ROOM OR AN APPROVED LOCATION INSIDE THE COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL OOTHERTHERS ON OTHER PROJECTS FOR ADDITIONS H OW PROJECT exposedexposed to attic g g p P I BUILDING.WHERE LOCATED ON AN EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, Seal airtight IC-rated between band joist and subfloor. ELECTRICAL PANEL THE CERTIFICATE SHALL A WOOD-FRAMED ORE EQUIVALENT BAFFLE OR RETAINER OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT � Q WRITTEN CONSENT FROM ENGINEER. 5. Exterior wall exhaust fan terminations recessed light fixtures NOT COVER OR OBSTRUCT THE VISIBILITY OF SHALL BE INSTALLED TO PREVENT THE LOOSE-FILL 6. Ceiling mounted bath fans,speakers,etc. to drywall ❑ For bath tubs on outside walls, insulate the exterior THE CIRCUIT DIRECTORY LABEL,SERVICE INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN 7. Bottomlate and to late - Attic-side air barrier P P P wall and air-seal behind tub with street goods before DISCONNECT LABEL OR OTHER REQUIRED THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER 8. Seams between rigid exterior sheathing (recommended)-OSB, tub is installed. After the drain is installed, seal the LABELS.THE CERTIFICATE SHALL LIST THE SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING THE Insulate and install foil-faced sheathing, PREDOMINANT R-VALUES OF INSULATION INSTALLED R-VALUE OF THE LOOSE-FILL INSULATION. 9. Band area between floors,conditioned space and attic sheet material R-19 housewrap,etc. tub drain penetration with rigid foam insulation and INSTALLEDIN OR ON CEILING/ROOF,WALLS, 10. Garden tub on exterior wall behind bathtub 11EE insulation ♦ THOMAS D. REILLY P.E. � spray foam. FOUNDATION&DUCTS OUTSIDE CONDITIONED 11. Mechanical equipment and ductwork chases in (required) N1103.1 (R403.1)CONTROLS-MANDATORY ® ❑ For dropped soffit cabinets and showers, use sheet SPACES;U-FACTORS IN OEN ICIENT(SHGC)ON AT LEAST ONE THERMOSTAT SHALL BE 4 BEZEL LANE attics, CrawlspaCes Insulated exterior wall PP THE SOLAR HEAT GAIN COEFFICIENT(SHGC}OF Seal plumbing PROVIDED FOR EACH SEPARATE SMITHTOWN,NY 11787 12. Ceilin /crawls ace electrical boxes ? material and sealant to stop air leakage from attic FENESTRATION,AND THE RESULTS FROM ANY g p penetrations l b REQUIRED DUCT SYSTEM AND BUILDING HEATING AND COOLING SYSTEM PHONE(631)724.5740 13. Ceiling/crawlspace HVAC boots into soffit and then insulate. Alternately, frame and Q N1103.1.1 (R403.1)PROGRAMMABLE THERMOSTAT 14. Shower and tub drain line install drywall for the soffit area after the taped ENVELOPE AIR LEAKAGE TESTING DONE ON THE THERMOSTAT CONTROLLING THE PRIMARY EMAIL:TDRPE@TDRPE.COM y THE BUILDING.WHERE THERE IS MORE THAN 15. Fireplace inserts Window y`' ceiling drywall is installed. ONE VALUE FOR EACH COMPONENT THE HEATING OR COOLING SYSTEM OF THE DWELLING 16. Attic kneewall doors ' sealedCERTIFICATE SHALL LIST THE VALUE UNIT SHALL BE CAPABLE OF CONTROLLING THE 17. Joist cavities under attic kneewalls into rough ❑ Seal windows and exterior doors with backer rod and 1111ECOVERING THE LARGEST AREA.THE HEATING AND COOLING SYSTEM ON DAILY NOTES: opening caulk or spray foam. Be cautious using spray foam CERTIFICATE SHALL LIST THE TYPES AND SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE 18. Transition between ceiling heights using SET POINTS AT DIFFERENT TIMES OF THE DAY.THIS as it can expand and inch jambs and may void EFFICIENCIES OF HEATING,COOLING AND (e.g., 10'to 8') backer rod P P 1 Y THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SERVICE WATER HEATING EQUIPMENT some window warranties. .WHERE SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO 19. Attic scuttle hole A GAS-FIRED UNVENTED ROOM HEATER 20. Attic pull-down stairs Ladder ELECTRIC FURNACE OR BASEBOARD ELECTRIC MAINTAIN ZONE TEMPERATURE DOWN TO 55°F OR UP ZBlocking-fit in joist ❑ Seal all electrical wire,plumbing,and HVAC � TO 85°F.THE THERMOSTAT SHALL INITIALLY BE 21. Wall penetrations of mechanical combustion T-wall 7 penetrationsween any cavity,caulked or foamed between and HEATER IS INSTALLED ST THE RESIDENCE,THE PROGRAMMED BY THE MANUFACTURER WITH A closets CERTIFICATE SHALL LIST"GAS-FIRED HEATING TEMPERATURE SET POINT NO HIGHER THAN 22. Thresholds at mechanical Use backer rod or spray foam(appropriate for unconditioned spaces. UNVENTED ROOM HEATER","ELECTRIC 70°F AND A COOLING TEMPERATURE SET POINT NO windows)to fill gaps between window/door and FURNACE"OR"BASEBOARD ELECTRIC HEATER" combustion closet doors LOWER THAN 78°F. rough opening After d all AS APPROPRIATE.AN EFFICIENCY SHALL NOT 23. Band joist exposed to subfloor BE LISTED FOR GAS-FIRED UNVENTED ROOM N1103.3.3(R403.3.3)DUCT TESTING(MANDATORY) exterior Seal gap between HEATERS,ELECTRIC FURNACES OR ELECTRIC DUCTS SHALL BE PRESSURE TESTED TO 24. Band area exposed to electrical box and Caulk ❑ Seal electrical switch and outlet boxes to drywall BASEBOARD HEATERS. DETERMINE AIR LEAKAGE BY ONE OF THE unconditioned space drywall Wall cross-section with caulk. FOLLOWING METHODS: (such as basement or N1101.10.1.1(8303.1.1.1)BLOWN-IN OR SPRAYED ROOF 1.ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE ❑ Seal light fixture boxes to drywall with caulk or MEASURED WITH PRESSURE DIFFERENTIAL OF garage) Attic foam. &CEILING INSULATION: 0.1 INCH W.G.(25Pa)ACROSS THE SYSTEM, 25. Exterior wall Adhesive or ventilation Rafter THE THICKNESS OF BLOWN-IN or SPRAY FOAM INCLUDING THE MANUFACTURER'S AIR HANDLER penetrations for caulk Floor joist baffle ❑ Seal bath and kitchen ventilation fans to drywall with CELLULOSE INSULATION SHALL IN WRITTETALLER IN ENCLOSURE IF INSTALLED AT THE TIME OF THE refrigeration lines, INCHES ON MARKERS THAT ARE INSTALLED AT NOT 9 TEST.ALL REGISTERS SHALL BE TAPED OR Exterior penetrations caulk or foam. LESS THAN ONE FOR EVERY 300 SQ.FT.THROUGHOUT condensate line, etc. TOTHERWISE SEALED DURING THE TEST. ® THE ATTIC SPACE.THE MARKERS SHALL BEAFFIXEDCaulk exterior wall penetrations for ❑ Seal all duct boots to floor or drywall with caulk, TO THE TRUSSES OR JOISTS&MARKED WITH THE 2 POSTCONSTRUCTION TEST:TOTAL LEAKAGE refrigeration lines,condensate line,etc. SHALL BE MEASURED WITHA PRESSURE foam, or mastic. MINIMUM INITIAL INSTALLED THICKNESS WITH DIFFERENTIAL OF 0.1 INCH W.G.(25Pa)ACROSS THE Glue drywall to l NUMBERS NOT LESS THAN 1"IN HEIGHT.THE ENTIRE SYSTEM,INCLUDING THE to and bottom ❑ Seal any plumbing penetration through drywall with THICKNESS&INSTALLED R VALUE OF SPRAYED P ' plates caulk or foam. POLYURETHANE FOAM INSULATION SHALL BE MANUFACTURERS AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE / INDICATED ON THE CERTIFICATION PROVIDED BY rr� SEALED DURING THE TEST. ❑ If not done before drywall, seal tub drain penetration THE INSULATION INSTALLER. EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL Soffit vent (from crawlspace side) with plywood or rigid board NOT BE REQUIRED WHERE THE DUCTS AND AIR Seal wiring and plumbing - Caulk bottom plate N1102.2.1(R402.2.1)CEILINGS WITH ATTIC SPACES: HANDLERS ARE LOCATED ENTIRELY WITHIN THE insulation and caulk or foam. WHERE SECTION N1102.1.2 REQUIRES R-49 penetrations to subfloor -----_� Q BUILDING THERMAL ENVELOPE. INSULATION IN THE CEILING,INSTALLING R-3$ ❑ Seal gaps at whole house fan with spray foam or INSULATION OVER 100%OF THE CEILING AREA A WRITTEN REPORT OF THE RESULTS OF THE TEST ' Caulk band joist® 5-Shousewrap tape (ensure louvers function properly). REQUIRING INSULATION SHALL SATISFY THE SHALL BE SIGNED BY THE PARTY CONDUCTING to subfloor and plates REQUIREMENT FOR R49 INSULATION THE TEST AND PROVIDED TO THE CODE OFFICIAL. ❑ Fabricate whole house fan cover from rigid foam WHEREVER THE FULL HEIGHT OF N1103.3.5(R403.3.5)BUILDING CLIENT APPROVALS UNCOMPRESSED R-38 INSULATION EXTENDS insulation and contact paper; attach with Velcro CAVITIES:(MANDATORY) APPROVED BY: DATE: TABLE 8402.4.1.1 Glue drywall to top _, OVER THE WALL TOP PLATE AT THE EAVES. Tape or or wood frame bolted to ceiling. Or, if attic BUILDING FRAMING CAVITIES SHALL late p g• ISSUED FOR CLIENT REVIEW 10/27/2021 INSULATION INSTALLATION P N1102.2.3(8402.2.3)EAVE BAFFLE: NOT BE USED AS DUCTS OR PLENUMS. „Ail BARRIER AND INSULATION INSTALLATiONa , ._LL ,._...._._W caulk exterior access is easy, build a cover from rigid foam or FOR AIR-PERMEABLE INSULATION IN VENTED 2 ISSUED FOR CLIENT REVIEW 11/10/2021 -... COMPONENT AIR COMPONENT AIR BARRIER CRITERIA CRITERIA INSULATION IIUSTALLATiON sheathing BARRIER CRITERIA CRITERIA installation readily conforms to the duct board which is placed over the fan from the ATTICS A BAFFLE SHALL BE INSTALLED ADJACENT N1103.4.1 (R403.4.1)PROTECTION OF PIPING INSULATION: Glue drywall to seams PIPING INSULATION EXPOSED TO WEATHER SHALL BE 3 ISSUED FOR CLIENT REVIEW 11/19/2021 Air permeable insu?ajion shall not be ----- available cavil,.pace attic side. TO SOFFIT AND EAVE VENTS.BAFFLES SHALL used as a sealing material. Insulation Garage separation Air sealing shall be p,ovided betNeen the _ bottom plate,caulk MAINTAIN AN OPENING EQUAL OR GREATER THAN PROTECTED FROM DAMAGE,INCLUDING THAT CAUSED BY 4 ISSUED FOR CLIENT REVIEW 11/20/2021 installed in a cavity must uniformly fit _ - -garage_ garage and conditioned spaces. _ __ bottom plate to ❑ For attic hatches, insulate top of board with at least THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND SUNLIGHT,MOISTURE,EQUIPMENT MAINTENANCE AND A continuous air barrier shall be installed side-to-side top-to- Recessed light :ures penefrafing the Recessed Tight fl)3ures penetrating the subfloor OVER THE TOP OF THE ATTIC INSULATION.THE WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR 5 ISSUED FOR CLIENT REVIEW 12/3/2021 each cavity iutsuband two inches of rigid foam insulation or fiberglass batt; RADIATION THAT CAN CAUSE DEGRADATION OF THE in tike building envelope. Recessed lig'I',irtg building thermal envelope shatl be sealed building thermal envelope shall be air �J• � BAFFLE SHALL BE PERMITTED TO BE ANY SOLID bot'om,without SubStaRt al gaps Or f MATERIAL.ADHESIVE TAPE SHALL NOT BE PERMITTED. 6 ISSUED FOR CLIENT REVIEW 12/13/2021 �,< ll to the ail barrier, tight and IC ra.pd. r . -`�7TT- seal with weatherstripping. Use these same steps MATERIAL. The exterior thermal envelope shall voids around o�_truc4ions,and_ha..be ._wails, .__ � j General requirements split or fitted tightly around wing and In exterior wa ls, batt in_ulaaen shall be Sill gasket or double-bead of caulk for short and full-size attic kneewall access doors NI ISSUED FOR CLIENT REVIEW 12/15/2021 contain a continuous air barrier_ other penetrations in the ca.rity. Not cut nea"y to fit around wiring and N1102.4(R402.4)AIR LEAKAGE(MANDATORY) DUCTS, AIR ERS&FILTER ' V U U V lJ V and include a tight latch. THE BUILDING THERMAL ENVELOPE SHALL BE DUCTS,AIR HANDLERS&FILTER BOXES SHALL BE SEALED. ISSUED FOR CLIENT REVIEW 3/7/2023 more than 2 percent of the total ,, p'umbng or insulation,that on - Breaks or joint= in the air barrier shall be Plumbing and~,.rung , �, CONSTRUCTED TO LIMIT AIR LEAKAGE IN JOINTS&SEAMS SHALL COMPLY WITH SECTION M1601.4.1. insulated area shall be compressed ins.aAa ion readr.y conforms to ❑ For attic pull down stairs, use rigid foam cover kit; 9 ISSUED FOR CLIENT REVIEW 3/13/2023 sealed. ACCORDANCE WITH THE REQUIREMENTS OF belo:v the thickness required to alta`n available space,and shall extend the labe!ed R-value or contain gaps o. behind i in and 0ring. make stairs airtight using latch bolts and SECTIONS N1102.4.1 THROUGHN1102.4.5 NI 104.1(R404.1)LIGHTING EQUIPMENT:(MANDATORY) ISSUED FOR CLIENT REVIEW 3/29/2023 9 NOT LESS THAN 90%OF THE PAY INSTALLED The air barrier installed at exterior walls weatherstripping. voids in the insu?at'on. � � shall Exterior walls adjacent to sho:;ers and N1102.4.2(8402.4.2)FIREPLACES: LIGHTING FIXTURES SHALL CONTAIN ONLY 1 ISSUED FOR CLIENT REVIEW 4/5/2023 The air barrier to any dropped ceilirt or Sho.veratub on exterior wall adjacent to sho.rers and tubs_hall r 9 9 f tubes shall be insulated. Airseal exterior NEW WOOD BURNING FIREPLACES SHALL HIGH-EFFICIANCYLAMPS. sof`it shall be aligned vrith the insulation _septi.ate the wall from the sho:'re or tub. 2 ISSUED FOR CLIENT REVIEW 5/25/2023 and an gaps in the air barrier shall be The air barrier sha"be installed behind HAVE TIGHT-FITTING FLUE DAMPERS .OR Y 9 P ❑ Seal all exterior penetrations, such as porch light DOORS&OUTDOOR COMBUSTION AIR. sealed. The insulal on in any dropped Electdcalrphone box on electrical and communication boxes. 3 Ceilinglattic ceilingrsoff:t shall be aligned viith the ektenor,vans Alternatively, air-sewed boxes shall be fixtures, phone, security, cable and electric service WHERE USING TIGHT-FITTING DOORS ON air barrier. �r •o holes, FACTORY-BUILT FIREPLACES LISTED& Access oaenin s,drop down stairs or in_.2t=_d. with caulk or spray foam. g LABELED IN ACCORDANCE WITH UL127 knee wall doors to unconditioned a fic HVAC supply and return regis'.er boots ❑ Repair or replace any missing sheathing. THE DOORS SHALL BE TESTED&LISTED spaces shall be sealedthat penetrate build;ng thermal envelope HVAC register boots FOR THE FIREPLACE. Cavities within corners and headers of shall be sealed to the subfloor,wall ff installing housewrap: frame walls shall be insulated b covering or ceiling penetrated b', the boot. NI 102.4.5(R402.4.5)RECESSED LIGHTINGThe junction of the foundation and sill y Vlhere required to be sealed.concealed ❑ Seal to and bottom edges past the plates with „ comple'e`y filling the cavity vrith a p g P P RECESSED LUMINARIES INSTALLED IN THE p=ale shall be sealed. material having a thermal resistance, fire sprinklers shall only be sealed in a housewrap tape or caulk. BUILDING THERMAL ENVELOPE SHALL BE SEALED REVISIONS & DRAWING ISSUE : R-value, of not less than R-3 er inch. manner that is recommended by the TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED Walls The junction of the top plate and the top of p Concealed sprinklers manufacturer, Caulking or other adhesive ❑ Seal housewrap at windows and doors. AND UNCONDITIONED SPACES.ALL RECESSED SSUED FOR CLIENT REVIEW 6/14/2023 exteriorvnVls shall be seared. Exterior thermal envelope insulation for sealants shall not be used to f.11 voids LUMINARIES SHALL BE IC-RATED AND LABELED AS ,ts s P, beh.reen fire sprinkler cover plates arid 13 Minimize cuts in housewrap and caulk or tape to HAVING AN AIR LEAKAGE RATE NOT MORE THAN �, framed sra hall be installed in seal all penetrations. Knee walls shad be sealed substantial contact and continuous 2.0 or ce lings. 2.0 CFM WHEN TESTED INACCORDANCE WITH alignment vrith the air banief. a. rc3 w3"s sha`is in acc da�ce,r�t^e c cv ❑ Overlap seams and seal with caulk or ASTM E283 AT A 1.57 PSF(75Pa)PRESSURE The space between framing and skylight= w m y-rv- housewrap tape. DIFFERENTIAL.ALL RECESSED LUMINARIES SHALL 4 Wirift, •s,skylights and doors and the jambs of vnndo,vs and doors, shall BE SEALED WITH GASKET OR CAULK BETWEEN 5 besea'ed. _ _ _ ❑ If not using housewrap, seal all sheathing seams THE HOUSING AND THE INTERIOR WALL OR Pim joists shall be insulated by with housewrap tape or caulk. CEILING COVERING. 6 Rim joists Rim joists shall include the air barrier, completely filling the cavity v,itl1 a material having a thermal resistance, R-value, of Rot less than R-3 per_inch._ Floor framing cavity insulation shall be 9 installed to maintain permanent contact v;ith the underside of sub, decking. Floors,including cantilevered Alternatively,floor framing cavity I floors and floors above The a'r barrier shall be instarled at any insulation shall be in contact wf4h the garages exposed edge of insulation. top side of sheathing,or continuous insulation installed on the underside of Poor framing:and shall extend from the 3 bottom to the top of all perimeter floor framing members. Exposed earth in unvented cra%vf spaces Crav,1 space insulation,where provided Cravrl space vfarls shall be covered v/ith a Class I vapor instead of floor insulation,shall be re'ardertivith overlappingjoints taped. _permalnen_tly atta�ched_ta_th_e_vra115- PROJECTTITLE: TORRESESTRELLARESIDENCE -Durt sha`a,utiirt;r penetrations, and flue ENGINEER SEAL: DATE: 10/19/2021 Shafts, penetrations sha"s opening to exterior or unconditioned _space shall be sealed. _ w OF NES SCALE: AS NOTED Eatts to be installed innarro,.v cavities � _ r - DRAWN BY: D.G. P a cavi.:es o�P A 'i \ CHECKED BY: T.D.R _..-.. ... D.RE Narrow cavities shall be cut to fit or narrov� shall be filled%vi'h in_ula'ion that on �u .. .. _ _. �' DRAWING NO: b r I:! r.., L if 1 i l� w X: EC- 1 04 3 585 OFESSI4N�\ / DRAWING TITLE: ENERGY CODE NOTES & AIR SEALING DETAIL TORRES ESTRELLA RESIDENCE N W YORK STAT F,,.._ES1D NTIA COD COMP IANC-'7 SH T� 2020 ♦TORRES ESTRELLA♦ RESIDENCE 1385 PIKE STREET NOTE: THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE TO .08 HEIGHT ABOVE FINISHED GRADE(8404.1.6) .16 MASONRY FIREPLACE CLEARANCES (81001.11) MATTITUCK,NY 11952 CONTRUCT THIS PROJECT IN STRICT ACCORDANCE WITH THESE CRITERIA UNLESS MORE CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE ALL WOOD BEAMS, JOISTS,STUDS AND OTHER COMBUSTIBLE MATERIAL TABLE R602.3 (1) FASTENING SCHEDULE TOWN OF SOUTHOLD RESTRICTIVE CRITERIA ARE PROVIDED BY A COMPLETION SPECIFICATIONS MANUAL. FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM SHALL HAVE A CLEARANCE OF NOT LESS THAT 2 INCHES FROM THE FRONT SUFFOLK COUNTY OF 4 INCHES WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES FACES AND SIDES OF MASONRY FIREPLACES AND NOT LESS THAN 4 INCHES ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING & LOCATION NOTE: THE GENERAL CONTRACTOR& INDEPENDENT CONTRACTORS ARE RESPONSIBLE FOR ELSEWHERE. FROM THE BACK FACES OF MASONRY FIREPLACES THE AIR SPACE SHALL NOT ROOF THEIR OWN MEANS OF SAFETY PROCEDURES AS WELL AS SITE SAFETY. G.C. TO PROVIDE RISK 09 BACKFILL PLACEMENT(8404.1.7) BE FILLED EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH p l "" +� 4-8d BOX 2 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS MANAGEMENT STRATEGY& IMPLEMENTATION FOR ALL TRADES TO MAINTAIN THE SAFETY ' ( / x0.113 ) or PREPARED BY TIS ENGINEER FOR THIS PROJECT ARE BACKFILL SHALL NOT BE PLACED AGAINST THE FOUNDATION WALL FOR A MIN. SECTION 81001.12. BLOCKING BETWEEN CEILING JOISTS 1 ++ ++ INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY FOR ALL SUBCONTRACTORS WORK. OF 7 DAYS IT HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN EXCEPTIONS: 1 3-8d COMMON(2/ x0.131 ) or TOE NAIL WITH RESPECT TO THIS PROVIDED THEENGINE ROSHALLB DEEMED THEOTHERWISE U z OROF OR RAFTERS TO TOP PLATE 3-10d BOX(3x0.128 .02 FRAMING AND CONSTRUCTION DESIGN CRITERIA SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL 1. MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH ) or THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW. 3-3"x0.131" NAILS STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE THIS PROJECT IS IN A REGION WHERE BASIC WIND SPEEDS EQUAL OR EXCEED 10 CRAWL SPACE VENTILATION(8408.2) COMBUSTIBLES IN ACCORDANCE WITH UL 127 AND INSTALLED IN p COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 4-8d BOX 21 ++ " COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 130 MILES PER HOUR AND IT HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK ACCORDANCE WITH THE MANUFACTURERS INSTALLATION ( / x0.113 ) or OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN UNLESS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS THE MINIMUM CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE STATE 2020 RESIDENTIAL CODE INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN 3-8d COMMON(23/2"x0.131" or NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAT 1 SQUARE FOOT FOR 2 CEILING JOISTS TO TOP PLATE ) PER JOIST, TOE NAIL PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND ++) or OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 03MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS IN POUNDS PER SQUARE FOOT EACH 150 SQUARE FEET OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING CONTACT WITH THEIR EXTERIOR SURFACES. 3-l Od BOX(3++ 128x0. OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT 2 WHEN MASONRY FIREPLACES ARE PART OF MASONRY OR CONCRETE 3-3"x0.131" NAILS OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT TABLE R301.5 USE LIVE LOAD OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. VENTILATION WALLS COMBUSTIBLE MATERIALS SHALL NOT BE IN CONTACT WITH THE WRITTEN CONSENT FROM ENGINEER. OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE ' CEILING JOISTS NOT ATTACHED 4-1Od BOX(3"x0.128") or Uninhabitable Attics without storage- to FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING MASONRY OR CONCRETE WALLS LESS THAN 12 INCHES FROM THE INSIDE 3 TO PARALLEL RAFTER, 3-16d COMMON(33/2"x0.162") or FACE NAIL Uninhabitable Attics with limited storage b,g 20 I SURFACE OF THE NEAREST FIREBOX LINING. ++ ++ Habitable attics&attics served w/fixed stairs 30 SHALL NOT EXCEED /4 INCH. (WHERE A SPECIFIC VENT HAS NOT BEEN SPECIFIED THE LAPS OVER PARTITIONS 4-3 x0.131 NAILS Balconies(exterior)and deckse 40 USE OF ANY OF THE FOLLOWING IS PERMITTED) . 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING Fire escapes 40 MATERIALS SUCH AS WOOD SIDING FLOORING AND DRYWALL SHALL BE CEILING JOISTS ATTACHED TO ♦ THOMAS D. REILLY P.E. Guards and handrails d 200 h .1 PERFORATED SHEET METAL PLATES NOT LESS THAT 0.070-INCH THICK. ' 4 TABLE 8802.5.2 FACE NAIL Guard infill components f soh 2 EXPANDED SHEET METAL PLATES NOT LESS THAT 0.047-INCH THICK. PERMITTED TO ABUT THE MASONRY FIREPLACE SIDE WALLS AND PARALLEL RAFTER(HEEL JOINT) 4 BEZEL LANE Passenger vehicle garages a 50a HEARTH EXTENSION IN ACCORDANCE WITH FIGURE R1001.11 PROVIDED " " SMITHTOWN,NY 11787 g .3 CAST IRON GRILLS OR GRATING. - COLLAR TIE TO RAFTER, FACE NAIL or 4-lOd BOX(3 x0.128 ) or Rooms other then sleeping rooms 40 SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS THAN 12 INCHES FACE NAIL PHONE(631)724.5740 Sleeping rooms P g 30e .4 EXTRUDED LOAD-BEARING BRICK VENTS. 5 3-10d COMMON(3"x0.148") or 40 .5 HARDWARE CLOTH OF 0.035-INCH WIRE OR HEAVIER FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 11/4"X20 GAUGE RIDGE STRAP TO RAFTER 4-3"x0.131" NAILS EACH RAFTER EMAIL:TDRPE@TDRPE.COM Stairs 4. EXPOSED COMBUSTIBLE MANTELS OR TRIM MAY BE PLACED DIRECTLY ** .6 CORROSION-RESISTANT WIRE MESH, W/THE LEAST DIMENSION BEING 1/8 INCH. ON THE MASONRY FIREPLACE FRONT SURROUNDING THE FIREPLACE 3-16d BOX(32"xO.135") or 2 TOE NAILS ON ONE ROOF SNOW LOAD 14 PSF 3-lOd COMMON 3"x0.148" or NOTES: * REFER TO CODE MANUAL FOR ADDITIONAL CRITERIA EXCEPTIONS: OPENING, PROVIDED SUCH COMBUSTIBLE MATERIALS SHALL NOT BE 6 RAFTER or ROOF TRUSS TO PLATE ( ) SIDE & 1 TOE NAIL ON ** CONVERSION OF GROUND SNOW LOAD ALLOWED WITH PROVISIONS OF ASCE 7 1. THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 1/1,500 OF PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING. COMBUSTIBLE 4-IOD BOX(3"X0.128") or OPPOSITE SIDE OF EACH .04 PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION MATERIALS THE PROVED CLASSUNDER-FLOOR AREA WHERE OR RETARDER MATERIAL AND THE REQUIRED OE IS COVERED PEHAN NINGS PROJECT MORE THAN INCHESAL WITHIN 12 INCH FOR EACH FIREPLACE DISTANCE FROM S G SHALL NOT 4-3"x0.131" NAILS RAFTER OR TRUSS TABLE 8401.4.1 4-16d(3/ x0.135 ) or ARE PLACED SO AS TO PROVIDE CROSS-VENTILATION OF THE SPACE. THE AN OPENING. LOAD-BEARING PRESSURE INSTALLATION OF OPERABLE LOUVERS SHALL NOT BE PROHIBITED. 3-lOd COMMON (3"x0.148") or TOE NAIL CLASS OF MATERIAL (pounds per square foot 1.ENERGY CONSERVATION COMPLIANCE {N1101) CHAPTER 11 4-lOD BOX 3"X0.128" or (p p q ) ROOF RAFTERS TO RIDGE, ( ) C13�stalline bedrock 12,000 .11 UNVENTED CRAWL SPACE(8408.3) COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION VALLEY OR HIP RAFTERS OR 4-3"x0.131" NAILS Sedimentary and foliatedrock 4,000 CONSTRUCTION CODE HAS BEEN DETERMINED BY THE USE OF THE 7 VENTILIATION OPENINGS IN SPACES SPECIFIED IN SECTION 8408.1 I +" ++ Sandy grave and/or grave APPROVED D.O.E. SOFTWARE PROGRAM "RESCHECK" OR TRESCRIPTIVE ROOF RAFTER TO MINIMUM 3-16d (3/ xO.135 ) or 3 000 AND 8408.2 SHALL NOT BE REQUIRED WHERE: GW and GP METHOD' USING TABLE NI 102.1.2(R402.1.2) 2" RIDGE BEAM 2-16d COMMON(32"x0.162") or END NAIL an , silty sand, c ayey san , s1 ty grave an 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS I VAPOR RETARDER. 3-10d BOX(3"X0.128") or clayey gravel 2,000 JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6 INCHES AND SHALL BE 2. N1101.14(R401.3) CERTIFICATE MANDATORY S W SP SM SC GM and GC; SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND AT A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR 3-3"x0.131" NAILS Clay, sandy clay, silty clay, clayey siltsilt and 1,500b LEAST 6 INCHES UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO OTHER APPROVED PARTY& POSTED ON A WALL IN THE SPACE WHERE THE WALL Sandyy silt FURNACE IS LOCATED A UTILITY ROOM OR AN APPROVED LOCATION INSIDE t ++ ++ ' (CI,ML, MH and CH) THE STEM WALL OR INSULATION ' 16d{3/ x0.162 ) 24 O.C. FACE NAIL For SI: 1 pound per square foot=0.0479 kPa 2. ONE OF THE FOLLOWING IS PROVIDED FOR THE UNDER-FLOOR SPACE: THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL,THE CERTIFICATE 8 STUD TO STUD a. Where soil tests are required by section R401.4 the allowable bearing capacities NOTE: SEE OPTIONS IN NYSRC 2020(PAGE 121) SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY (NOT AT BRACED WALL PANELS) lOd BOX(3"x0.128'") or 16" O.C. FACE NAIL of the soil shall be part of the recommendations.' LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS, THE 3"x0.131" NAILS b. Where the building official determines that in-place soils with an allowable .12 CRAWL SPACE ACCESS (8408.4) CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION STUD TO STUD & ABUTTING STUDS @ 16d BOX(32"x0.135") or ++ bearing capacity of less than 1,500 psf are likely to be present at the site,the 12 O.C. FACE NAIL allowable bearing capacity shall be determined by a soils investigation. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION&DUCTS OUTSIDE 9 INTERSECTING WALL CORNERS (AT 3"x0.131" NAILS OS MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 INCHES. CONDITIONED SPACES; U-FACTORS FOR FENESTRATION&THE SOLAR HEAT BRACED WALL PANELS) 16d COMMON(32"x0.162") 16" O.C. FACE NAIL OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16 INCHES BY GAIN COEFFICIENT (SHGC)OF FENESTRATION&THE RESULTS FROM ANY TABLE R402.2 24 INCHES. WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING 16dCOMMON(32"x0.162") 16" O.C. EACH EDGE MINIMUM COMPRESSIVE STRENGTH a(f'c) GRADE, AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES SHALL BE DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH 10 BUILT-UP HEADER(2" TO 2" FACE NAIL TYPE OR LOCATIONS OF CONCRETE Weathering potential PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE TRESH-OLD OF COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE HEADER WITH 2" SPACER) 16d BOX{3 2"x0.135") 12" O.C. EACH EDGE CONSTRUCTION Severe THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES FACE NAIL Basement waspfoundation another LOCATED UNDER A DOOR TO THE RESIDENCE. SEE SECTION M1305.1.4 FOR ACCESS OF HEATING COOLING& SERVICE WATER HEATING EQUIPMENT.WHERE A 5-8d BOX(22"x0.113") or concrete not exposed to the weather 2,500 c REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. GAS-FIRED UNVENTED ROOM HEATER,ELECTRIC FURNACE,OR BASEBOARD 11 CONTINUOUS HEADER TO STUD 1 +" ++ CLIENT APPROVALS Basement slabs an -interior slabs on grade, 4-8d COMMON(2/ x0.131 ) or TOE NAIL 2 500 c ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE,THE CERTIFICATE SHALL 4-lOd BOX(3"x0.128"} APPROVED BY: DATE: except garage floor slabs .13 FIRE BLOCKING REQUIRED (8302.11) LIST "GAS-FIRED UNVENTED ROOM HEATER", "ELECTRIC FURNACE" OR ISSUED FOR CLIENT REVIEW 10/27/2021 Basement walls, foundation wa s,exterior +� l ++ ++ ++ walls and other vertical concrete work 3,000 d INCOMBUSTIBLE CONSTRUCTION, FIRE-BLOCKING SHALL BE PROVIDED TO CUT BASEBOARD ELECTRIC HEATER AS APPROPRIATE. AN EFFICIENCY SHALL NOT 16d COMMON(3/ x0.162 ) 16 O.C. FACE NAIL ISSUED FOR CLIENT REVIEW 11/10/2021 walls exposed to the weather OFF BOTH VERTICAL & HORIZONTAL CONCEALED DRAFT OPENINGS AND TO BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS,ELECTRIC FURNACES 12 TOP PLATE TO TOP PLATE l Od BOX(3"x0.128") orISSUED FOR CLIENT REVIEW 11/19/2021 FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES &BETWEEN A TOP STORY OR ELECTRIC BASEBOARD M " HEATERS. 12 O.C. FACE NAIL Porches, carport slabs and steps exposed 3,500 d'e'f & THE ROOF SPACE. 3. PLUMBING COMPLIANCE 3 x0.131" NAILS ISSUED FOR CLIENT REVIEW 11/20/2021 FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE to the weather and garage floor slabs ALL PLUMBING WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS P2501 8-16d COMMON(32"xO.162") or FACE NAIL ON EACH SIDE 4 5 ISSUED FOR CLIENT REVIEW 12/3/2021 a. Strength at 28 days psi FOLLOWING LOCATIONS: THROUGH P3303 (CHAPTER 25) OF THE NEW YORK STATE 2020 RESIDENTIAL 13 DOUBLE TOP PLATE SPLICE 12-16d BOX(32"x0.135") or OF END JOINT(MIN. 24" 6 ISSUED FOR CLIENT REVIEW 12/13/2021 b. See table R301.2(1) for weathering potential. PLUMBING CODE. 12-IOd BOX(3"x0.128") or LAP SPLICE LENGTH c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air 1. IN CONCEALED SPACES OF STUD WALLS & PARTITIONS,INCLUDING FURRED 4. ELECTRICAL COMPLIANCE 12-3"x0.131" NAILS EACH SIDE OF END JOINT) ISSUED FOR CLIENT REVIEW 12/15/2021 entrained concrete in accordance with footnote d. SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: I ISSUED FOR CLIENT REVIEW 3/7/2023 1.1 VERTICALLY AT THE CEILING&FLOOR LEVELS ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS E3401 BOTTOM PLATE TO JOIST RIM 16d COMMON(3/„xO.162 ) 16 O.C. FACE NAIL d. Concrete shall be air entrained. 'Total air content (percent by volume of concrete)shall not be less THROUGH E4304 CHAPTERS 34 THROUGH 43 OF NEW YORK STATE 2020 14 9 ISSUED FOR CLIENT REVIEW 3/13/2023 ( ) JOIST BAND JOIST OR BLOCKING I ++ ++ than 5 percent or more than 7 percent. 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET RESIDENTIAL CODE &NFPA 70-2017 16d BOX�(3/ x0.135 ) or 12" O.C. FACE NAIL 0 ISSUED FOR CLIENT REVIEW 3/29/2023 e. See Section R402.2 for minimum cementitious materials content. 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL&HORIZONTAL (NOT AT BRACED WALL PANELS) 3TI x0.131 NAILS 5. STRUCTURAL STEEL GENERAL ISSUED FOR CLIENT REVIEW 4/5/2023 f. For garage floors with a steel-troweled finish, reduction of the total air content(percent by volume of SPACES SUCH AS OCCUR AT SOFFITS' DROP CEILINGS &COVE CEILINGS. .l STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR 15 JOIST BOTTOM PLATE TO JOIST RIM 3-16d BOX(32"x0.135'") or 3 EACH 16"O.C. FACE NAILl I ++ concrete) to not less than 3 percent is permitted if the specified compressive strength of the concrete is 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP&BOTTOM OF THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR ' BAND JOIST OR BLOCKING 2-16d COMMON(3/"+x0.162 ) or 2 EACH 16+1 O.C. FACE NAIL 2 ISSUED FOR CLIENT REVIEW 5!25/2023 increased to not less than 4,000 psi. THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7 BUILDINGS" - 13TH EDITION. (AT BRACED WALL PANEL) 4-3"x0.131" NAILS 4 EACH 16"0.C. FACE NAIL 3 06 SLOPE FOOTINGS (8403.1.5) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS CABLES &WIRES AT CEILINGS & -ALL PLATES AND ANGLES SHALL BE ASTM A36 4-8d BOX(22"x0.113") or THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF -WIDE FLANGE BEAMS SHALL BE ASTM A992-GRADE 50 3-16d BOX(32"x0.135") or FLAME & PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR -ALL PIPE AND TL 3E COLUMNS BE ASTM A500 I TOE NAIL SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. -BOLTS SHALL BE A30MINIMUM3/4" MINIMUM U.O.N. 4-8d COMMON(2/"x0.131") or (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE 4-1Od BOX (3 Vfx0.12$ ) OR THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE 5. FOR THE FIREBLOCKING OF CHIMNEYS & FIREPLACES, SEE SECTION RI 003.19 -WELDING ELECTRODES SHALL BE CLASS E70XX. 16 TOP OR BOTTOM PLATE TO STUD 4-3"x0.131" NAILS REVISIONS & DRAWING ISSUE : BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN TEN UNITS 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED .2 STEEL IS TO BE INSTALLED WITH ONE COAT OF SHOP APPLIED PRIMER. l " HORIZONTAL 10 PERCENT SLOPE). Q 6. STRUCTURAL WOOD FRAMING CRITERIA OF THE IRC 8602.10 3-16d BOX(3/ x0.135 ) or ISSUED FOR CLIENT REVIEW 6/14/2023 ( ) AT THE LINE OF DWELLING UNIT SEPARATION. 2-16d COMMON(32"x0.162") or 2 #4 REINFORING BAR 1 ALL STRUCTURAL LUMBER WAS DESIGNED USING CRITERIA FOR END NAIL � 3-10d BOX(3"x0.128") OR 14 MASONRY CHIMNEY CLEARANCES (81003.18) HEM-FIR#2 OR BETTER LUMBER. NO SUBSTITUTIONS OF LUMBER SPECIES 18"Mtn.LENGTH ,,, � 3-3"x0.131" NAILS " o ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE IS TO BE MADE WITHOUT THE DESIGNER'S CONSENT. (NOTE: IN SOME 4 l G BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A LOCATIONS DIFFERENT SPECIES MAY HAVE TO BE SPECIFIED AND MUST TOP PLATES LAP AT 3-IOd BOX(3"x0.128") or 5 MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES (51 MM). BE USED IN LIEU OF THE ABOVE. 17 CORNERS & INTERSECTIONS 2-16d COMMON(32"x0.162") or FACE NAIL ,� CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WALLS OF THE R403.1.6 FOUNDATION ANCHORAGE/ANCHOR BOLT SCHEDULE 3-3"x0.131" NAILS 6 BUILDING, INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE, EXPOSURE B ALL WIND SPEEDS 3-8d BOX(2 2"x0.113") or 0o SHALL HAVE A MINIMUM AIR SPACE CLEARANCE OF 1 INCH(25.4 MM). THE AIR 2-8d COMMON(22"x0.131") or 2-10d BOX(3x0.128 SPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE FIRE BLOCKING IN Anchor Bolt Foundation ll2" dia. Bolts 5/8" dia Bolts Max. 18 1" BRACE TO EACH STUD &PLATE ) or FACE NAIL 9 ACCORDANCE WITH SECTION RI 003.19. Connection Supporting Max. Anchor Bolt Anchor Bolt 2 STAPL EXCEPTIONS: pp g ES 1%"Spacing (in.) Spacing (in.) 4 #4 1t1NF0PJNG AR 1. MASONRY CHIMNEYS EQUIPPED WITH A CBrVINEY LINING SYSTEM LISTED Sill Plate to Foundation * 3-8d BOX(22"x0.113") or 36"MIN. 18"MIN.LENGTH AND LABELED FOR USE IN CHIMNEYS IN CONTACT WITH COMBUSTIBLES IN (Crawl space or 2-8d COMMON(22"x0.131") or 2 SCALE: (NOT TO SCALE) ACCORDANCE WITH UL 1777 AND INSTALLED IN ACCORDANCE WITH THE Basement 1-3 Stories 31 48 19 1"x6" SHEATHING TO EACH BEARING 2-IOd BOX(3"x0.128") or FACE NAIL 3 NOTES: T FOOTING THICKNESS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE PERMITTED TO HAVE Wall Bottom Plate to 2 STAPLES, 1" CROWN, 4 THE MINIMUM FOOTING THICKNESS, T, IN STEPPED AREAS SHALL EQUAL THE FOOTING COMBUSTIBLE MATERIAL IN CONTACT WITH THEIIZ EXTERIOR SURFACES. Foundation 16 GA., 1%"' LONG THICKNESS IN THOSE UNS'TEPPED AREAS. THE REINFORCING BAR SIZE IN STEPPED AREA 2. WHERE MASONRY CHIMNEYS ARE CONSTRUCTED AS PART OF MASONRY (slab-on-grade) I „ . „ SHALL EQUAL THE BAR SIZE IN THOSE UNSTEPPED A MINIMUM OF 3" OF CONCRETE IS 3-8d BOX(2/ x0113 ) or PROJECT TITLE: TORRES ESTRELLARESIDENCE OR CONCRETE WALLS COMBUSTIBLE MATERIALS SHALL NOT BE IN - - . REQUIRED AROUND ALL REINFORCING BARS. CONTACT WITH THE MASONRY OR CONCRETE WALL LESS THAN 12 INCHES *Anchor bolts shall have a minimum embedment of 7" in concrete foundations and slabs 3-8d COMMON(22"x0.131") or ENGINEER SEALty }. DATE: 10/19/2021 on-grade and 15" in masonry block foundation. A minimum of one bolt shall be 3-10d BOX (3"x0.128") or %P�. SQ.REI 44 r \, SCALE: AS NOTED FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. provided within 6 to 12 inches of each end of each late and within 12 of each corner. .07 SURFACE DRAINAGE (R40l.: p wi3 STAPLES 1" CROWN `� o�,P DRAWN BY: D.G. 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS Three-inch square washers shall be used at each anchor bolt. Unless otherwise indicated. SURFACE DRAINAGE SHALL,BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER 3 CHECKED BY:T.DR SUCH AS WOOD SIDING AND FLOORING, SHALL BE PERMITTED TO ABUT All existing sill plates in areas of new work to be anchored with additional self taping anchor 16 GA., 1/ LONG � -,k:y .... il t, APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE bolts "Simpson" THD62600H "Titen HD". Spacing to be in accordance with R403.1.6 1"x8" & WIDER SHEATHING DRAWINGNO: THE MASONRY CHIMNEY SIDE WALLS IN ACCORDANCE WITH FIGURE p P g 20 FACE NAIL �', �' ' WIDER THAN 1"x8" GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE RI003.18 PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS TO EACH BEARING ; - •�:;f a AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST WALL HEIGHT 8'-00 10'-0" 4-8d BOX 22"x0.113" or THAN 8 INCHES FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. ( i ++ ) ++ �� 0q� �., RC- 1 10 FEET. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS 3-8d COMMON(2/ x0.131 } or �. PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED •15 CHIMNEY FIREBLOCKING 1003.19) TOP PLATE TO RIDGE ADJUSTMENT ft 4 ST BOX(3"x0.128") ss\ SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH HEIGHT O FACTOR � TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 4 STAPLES, 1 CROWN,, FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY CHIMNEYS PASS SHALL BE FTREBLOCKED WITH NON COMBUSTIBLE MATERIAL10 16 GA., 1%" LONG 1.00 1.00 FROM THE BUILDING. SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN DRAWING TITLE: CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE SELF-SUPPORTING 15' 1.15 1.25 NEW YORK STATE OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACCROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. 20' 1.4G 1.50 RESIDENTIAL CODES TORRES ESTRELLA RESIDENCE *,TORRES ESTRELLA* J C-1--1 D TAI S � 2020 RESIDENCE N11W YORK STAT R SID NTIA COD COMP IAN 1385 PIKE STREET MATTITUCK,NY 11952 TABLE 8602.3 (1) FASTET[ING SCHEDULE(CONTINUED) TOWN OF SOUTHOLD BRACED WALL NOTES SUFFOLK COUNTY ITEM I DESCRIPTION OF BUILDING ELEMENTS I NUMBER & TYPE OF FASTENER SPACING & LOCATION 1.BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RG02.10 OF THE FLOOR _ f t i..._..._.._.___.._.-__.._.._.. 2020 RESIDENTIAL CODE OF NEW YORKSTA'IE. TOP PLATES THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 4-8d BOX(22"x0.113") Or I ROOFING 2.THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE GO FT. PREPAREDBY THE ENGINEER FOR THIS PROJECTARE INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY 3-8d COMMON22"x0.131" Or �J.I-A T ti WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE ( ) TOE NAIL 3.13RACED WALL PANELS ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANELS SHALL BE CONSTRUCTED AND PLACED PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF 21 JOIST TO SILL, TOP PLATE OR GIRDER 3-1Od BOX (3"X0.128") Or ACCORDING TO BRACED WALL PLANS AND THE BRACING METHOD SPECIFIED. srJD THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE rr rr f A I+E,o Ar.tB V.CLI'+ CS" ` WALLBOARD BORED HOLE nvLx, COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 3-3 x0.131 NAILS DIAM-TER tI'M.EVT COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 4.13RACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0"FROM THE END OF A BRACED WALL LINE. THERE SHALL NOT BE OF STUD DFPTH OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN " '� I RIM JOIST, BAND JOIST OR 8d BOX(22"x0. 113") 4O.C. TOE NAIL , WAI LRrIAR 7 I MORE THAN 20'-O"BETWEEN TWO BRACED WALL PANELS ON THE SAME BRACED WALL LINE. CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE j i, " s. PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 22 BLOCKING TO SILL OR TOP PLATE 8d COMMON(2/ x0.131 ) or IN.MIN TO a OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 10d BOX (3"x0.128") Or 6" 0.C. TOENAIL 5.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUSLY SHEATHED STRUCTURAL WOOD lgIV.MIN.TOEDOE MIN.CLEARANCE OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT (ROOF APPLICATIONS ALSO) .,I - \ 1RA'FR-PF�i5Tr1E OF y,IN, PANEL METHOD(U.O.N.).THE PLYWOOD SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LE55 THAN %z"IN THICKNESS. OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT 3"x0.131" NAILS R1AA[T�t Y1/EhfFR /Y __. aAa>: Fr 1414-AIR GROUTEPACEORD WRITTEN CONSENT FROM ENGINEER. •%� METALTIE` 1414_-GROUTED SPACE• G.BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITH TABLE RG02.3(1)OF THE 2020 RC". 3-8d BOX(22'"x0.113") or WATER-RESISTIVE BARRIER' 2-8d COMMON(22"x0.131") or MASONRYVENEER 7.13RACED WALL PANELS ARE NOTED BY THE FOLLOWING: NOTCH MUST NOT LXCFEDV 3-lOd BOX 3"x0.128" or FACE NAIL PERCENT 09 MEDEDTH �� a.CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL 23 1 x6 SUBFLOOR. OR LESS TO EACH JOIST 11EtALT C b.CS-PF= CONTINUOUSLY SHEATHED PORTAL FRAME 2 STAPLES 1" CROWN Y BORED POLES SHALL NOT BE e THOMAS D. REILLY P.E. e > > c. GB = GYPSUM BOARD LOCATED IN THE SAME CROSS 6 PER E T OF STD DPEFTCE HEN ST iAATER c,,t �'RFtE SECTION OF CUT OR NOTCI,IN eD PERCENT OF STUD DEPTH,THEN STUD 16 GAUGE 13/" LONG ��-�• MUST BE DOUBLE AND NO A'ORE THAN TV40 4 BEZEL LANE ' , 4 &THE ENDS OF BRACED WALL LINES SHALL BE CONSTRUCTED U51NG ONE OF THE METHODS STUD succEsslvE STUDS ARE DOUBLED AND sD tori.ATT;g9 CC 0"t WATER-RESISTNE FARRIER` WALLBOARQ BORED SMITHTOWN,NY 11787 3-16d BOX 32"x0.135" or 1 F, c�•r�uTF'Ds ^C sH ATNpaG SHOWN BELOW: 24 2" SUBFLOOR TO JOIST OR GIRDER ( ) BLIND & FACE NAIL Y "� FLA.SHIN°• PHONE(631)724.5740 For SI:1 inch=25.4 mm. 2-16d COMMON 3%"x0.162" :� '"S"LAn°" Note:Condition for exterior and bearing watts. ( 2 ) EMAIL:TDRPE@TDRPE.COM At4SEYti;Y YF+tf E R STEEL UNTEV BETWEEN STLIES 2" PLANKS 3-16d BOX(32"x0.135") or AT EACH BEARINGI a FIGURE R602.6(1) 25 I� �,r,r;,tirr, s• (PLANK & BEAN[- FLOOR&ROOF) 2-16d COMMON (32"x0.162") FACE NAIL WEEPH(XE' NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS NOTES: 3-16d COMMON 32"x0.162" �` ;"��;��' �; CONTINUOUSLY SHEATHED JOIST HANr,FR RFCAlIRFD AT FNOS OF ALL rr ( r, ) � 11 , Ifi� BRACED WALL LINE JOISTS VATHIN THF HFADFR SPAN 4-10 BOX (3 x0.128 ) or ( � Y�/ii+ a\ fi ,1____0P '1TED FLKt CONTINUOUSLY SHEATHED 26 BAND OR RIM JOIST TO JOIST 4-3"x0.131" NAILS or � ; , YY FLOOR SEALANT BRACED WALL LINE END NAIL ,. JOIST NO RIf,A BOARD HEADER SPLICES / -"�'' ="^• `"�'•'�-' � "t THIN THE HFADFR SPAN 4-3"x14 GAUGE STAPLES, r MASONRY VENEER VY+ �6" CROWN FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAIL BSING EFIPLYORATWO-PLY R PLYR!D FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAIL JOIST HANnrR RFOUIRr0OUTSICIF NAIL EACH LAYER AS OF HEADER SPAN 4"!HERE JOIST END 20d COMMON (4"x0.192") FOLLOWS:32" O.C.@ TOP FRAMING AN ACR05CHO25 NAIL SOLE PLATE APPLIED ACROSS SHEATHING BEARING LENGTH IS<1 V"INCHES L &BOTTOM& STAGGERED TO JO15T PER JOINT,IN H CAPACITYNOffTA RIM BOARD HEADER WOOD STRUCTURAL TABLE 5TRG02.FER U) 670 Ibe T THE HORIZONTAL AL PANFL 5HFATHING TO ° END OR SPI.ICF /. �•\ `�Y AND VERTICAL DIRECTION RETURN TOP OF BAND OR RIM / NAIL SOLE PLATE TO-101ST tER B MCHFS PAST OUTER � c'�• _ 24" O.C. FACE NAIL@ TOP ,.j, J051T /°o TABLE R602.30) PANEL HOLD-DOWN FULL HFIGHT STUD d. BUILT-UP GIRDERS &BEAMS ltd BOX (3"x0.128") or -% °` DEVICE r CRl�PLE 27 „ ' „ „ & BOTTOM STAGGERED BRACED WALL PANEL AT END BRACED WALL PANEL AT END 2 LUMBER LAYERS 3 x0.131 NAILS OF BRACED WALL LINE OF BRACED WALL LINE + ' ON OPPOSITE SIDES I. 2-20d COMMON (4"x0.192") Or END CONDITION I END CONDITION 2 WOOD STRUCTURAL PANEL 5H'ATHING OVER APPROVED BAND OR RIM JOIST APPROVED BAND 1r Hr_ADCR SPAN FACE NAIL AT ENDS 3-10d BOX(3"x0.128") or OR MJDSIT ONIF OR MORE FULLI 3-3"x0.131" NAILS & AT EACH SPLICE OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED HFIGH T SI'UDS PER (WHERE PORTAL 5HEATHING DOE5 NOT LAP OVER BAND OR RIM JOIST) BRACED WALL LINEBRACED WALL LINE SECTION Rt'.-02.T2 4-16d BOX(32"x0.135") LEDGER STRIP SUPPORTING 3-16d COMMON 3% )"x0.162" or AT EACH JOIST OR 28 JOISTS OR RAFTERS 4-l Od BOX (3"x0.128") or RAFTER, FACE NAIL 4-3"x0.131" NAILS WOOD STRUCTURAL NAIL SOLE PLATE TO T Q PANEL 5HEATHING TO J015T PFR TABLE 2-1 Od BOX (3"x0.120") Or / TOP OF BAND OR RIM R602.3(I) NAIL 50LI PLATE TO J015T ` 5%, ' J05R PER TABLE 8602.3(1) RETURN , 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(22"x0.131") or EACH END, TOE NAIL `� ° a� FIGURE R5021.2 2-3"xO.131" NAILS /• ° T o PANEL D` R1.1 BOARD HEALER CONSTRUCTION SPACING OF FASTENERS WOOD 5TRUCTURALPANFL5HFATHINGOVER APPROVED 13ANDORRIM J015T 48"MINIMUM BRACED WALL I Q'-Q" (�/IA)(• IRST BRACED sveFLOC+I ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER& TYPE OF FASTENER EDGES INTERMEDIATE J051TROVED BAND ORRIM PANEL AT END OF BRACED WALL PANEL 8MEJ1rNpJ0 MIN.331l2LSOLIDBL[X wJP:O I AT EAC"END ANDAT 12 ft O C. INCHES SUPPORT OVER RAISED WOOD FLOOR-OVERLAP OPTION WALL LINE AT REQUIREMENTS „I i ILEPTH OF BLOCKJNG;"ST CLIENT APPROVALS (IA"ERE PORTAL 5HFATHING LAS OVER BAND OR RIM JOIST) END CONDITION 3 END CONDITION 4 �� DEPTH i,9NU5 2 ft) APPROVED BY: DATE: WOOD STRUCTURAL PANELS SUBFLOOR ROOF & INTERIOR WALL SHEATHING , > > FRONT ELEVATION SECTION �~� ISSUED FOR CLIENT REVIEW 10/27/2021 TO FRAMING & PARTICLEBOAR.D WALL SHEATHING TO FRAMING 6d COMMON (2"X0,113") NAIL METHOD C5-FF-CONTINUOUSLY SHEATHED PORTAL CONTINUOUSLY SHEATHED a��i' ISSUED FOR CLIENT REVIEW 11/10/2021 FRAME PANFI. t4IFIGRi.JCT!ON BRACED WALL LINE f s 3 ISSUED FOR CLIENT REVIEW 11/19/2021 (SUBFLOOR WALL) CIWrA)OUtS x!1+.1 FIA I;►I�It,�I cLwnL-rev , CC'II"d'"T+"JOUg Att'rN.LFA+r;TH REQUIREMENTS "S 30 3 j rr 8d COMMON 2%itx0.131" bit 12" CST(1 PACED D WALL PA�``L q 4 •------"ST 4 ISSUED FOR CLIENT REVIEW 11/20/2021 - ( 2 ) n RETURN PANEL: 24"FOR BRACED WALL LINES SHEATHED WITH a� NAIL (ROOF) or ,r - - - WOOD STRUCTURAL PANELS - it 5 ISSUED FOR CLIENT REVIEW 12/3/2021 RSRS-01 (2%"x0.113")ROOF P£PPEW-ICULAR FRA.1,"43 DISTANCE D: 24"FOR BRACED WALL LINES SHEATHED WITH 6 ISSUED FOR CLIENT REVIEW 12/13/2021 WOOD STRUCTURAL PANELS At1Nt2_F`I s 2_Cr•r�2eLCUpA.; ,+ j n H 32"FOR BRACED WALL LINES SHEATHED WITH FASTENE_DWITH 2 NO.A ECRL WS ISSUED FOR CLIENT REVIEW 12/15/2021 �� 1� $ STRUCTURAL FIBERBOARD. Ti-ROUGH IwlA' riw_is jH Of AUGLE ISSUED FOR CLIENT REVIEW 3/7/2023 31 1?/2" - 1" 8d COMMON NAIL (2/ x0.13 i ) 6 12 `�, -of 0.r O.C.ALS: RSRS-01 (2 g"x0.113")RC)OF 8,4111 i'0C.ALO,4G ET{Ar=D4AAILrAT.rL BRACED WALLMNE2 HOLD-DOWN 450OL135 CAPACITY 51MP50N HD5B FASTENED DEVICE: TO THE EDGE OF THE BRACED WALL PANEL 9 ISSUED FOR CLIENT REVIEW 3/13/2023 1 Od COMMON NAIL (3"x0.148") CLOSET TO THE CORNER AND TO THE 2 NO.a SCREA S 1)1g0L*tl n r, HOLD-DOWN DEVICE FIRST BRACED WALL PANEL STRAP TOOLOCKM 32 1 g" - lj/a" 8d(V2"0.131")DEFORMED NAIL 6 12 . -- ar.AL-I-:I MA:L ra4:e7. FOUNDATION OR FLOOR FRAMING BELOW ISSUED FOR CLIENT REVIEW 3/29/2023 +-F�?ACLP Y'A!.L CA`If L END CONDITION 5 COkrI4LidJs 1'1.414 x 93 tIo a SCREW T�,nolratl j ISSUED FOR CLIENT REVIEW 4/5/2023 OTHER WALL SHEATHING sTR.AP TO J04ST(TYIP.) a+,LST_t_L sr�AP 2 ISSUED FOR CLIENT REVIEW 5/25/2023 12" GALVANIZED ROOFING T-1�t,m10 C Ala ' ,�;L1M 0IM0 C Al 004 END CONDITION FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING X2"" CELLULOSIC NAIL, 7/6" HEAD DIAMETER., ,r � � / At� �k • 33 � STRUCTURAL 3 6 FIGURE R505.3.3.2(l) FIBERBOARD SHEATHING or 1 4" LONG 16 GA. STAPLE EXTENT Of HEADER 1'�1T�I QS?LlR.E PORTAL I�r.�'s�"o Bim, t�xALi�'�#aELsl JOIST BLOCKING(SOLID) T r_xnN170rNrAC�RY'r111`SriG_E f ORTAL r;ZAp vZ_ W/%6" or 1" CROWN J10. {Oh E L?rtntED N.ALL PAtlELI--� 6 GALVANIZED ROOFING �' FE €fJ[ R -A1."`' H l a�. I T � TO !Ilk 7'-19'FI1Rgt�Fd'►'6'1!?TN G'E C)PFNRdR TO HFADFRR WITH6 X I- -�'OR s-NGLE OR DOUBLE T�iT.4L � 1sD SINt�cGRs �y � z 2%2" STRUCTURAL CELLULOSIC NAIL 7/6" HEAD DIAMETER., it it TEI => I STRAP PER, c.? u' 34 3 6 �`e nrL.► ►=H B'car��r �, ��,14�� CL REVISIONS & DRAWING ISSUE : FIBERBOARD SHEATHING or 12" LONG 16 GA. STAPLE gra=. ' ' �""IIVALL 4 OPPOS17E SIDE Or P11A�7?)WALL PA4•rL HEIGHT IoH�ATHtPh i W/7/6" or 1" CROWN • SSUED FOR CLIENT REVIEW 6714/2023 j W1.'J`a 11X?NET H'tiA11FR STFEL HF-A;7FR P nHIFrTFr° S v •a•• + ; 12" GALVANIZED ROOFING FIGURE R602.10.8(1) : ' . , tr IW S�CER Is USED,PLACE ON BACK-;SIDE Cyr HEADER ' ;�.; . b �. �EELy s 3 NAIL•STAPLE GALVANIZED '' SrLCEirNEEEEDGES SH 35 2" GYPSUM SHEATHING 7" 7" BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOORICEILING FRANTING � �-FASTEN su�A c T4HEADERIYITYi� EPLNeE EDGES sN�t �►.. w " CIDA.1103N OR GALVAM:L-D F-OX NAILS t4 r�C.R.ID OCCUR CNER A.ND 11: `�-FA 7,EN TOP � `•1�' a 12" LONG; 1%" SCREWS = FATTFRN,A.s:5Hrr.',N N,AN-CD TO crx1vo PLATS TO }. PLOCX14G VA'I HINd THE WADER AITH 5 TYPE W ORS ``�-H+FA-TFRTrsjAriIc.-.��Ls�STRAP PFRTA.F I __.�� ; MIL)LE 24'0F TI-45, t►5'O SOLID BLOCKING BETV EEN OR ViDJCI S IkPi ALSCN"'r q rxq'crLyA el If-43 Clju cv%O lJr! N : r a s F'OHtALLXEG Hi IGHT. Rr+' CIF 1E�;) ase•JaxxsT Mr+J�Lrwr+a�IcnrArra�s 4T,raerterry Rrnt.1Q6ZC7A:EzOTH IOE4.OFC^E'�F'+K, 6 1%4" GALVANIZED ROOFING jPr.ACED' I. aR.s-r^"H':AII IMPW], a OPr`OZrTE 517E OF:!NHrATI�F;G QN4c RcAv op r O c Sr4VFR nite 5 AT RAFTERS ATTACHED TO TOP N:A1?flit.;15 RELMYRED 31 O.C. TYP. IN EACHPANt�..E�GE. PLATES V%1TH 8d C`? 6.O.C.ALONG NAIL•STAPLE GALVANIZED H ri '� ` .. `-```� 36 g" GYPSUM SHEATHING 7 7 I f I -PAN 0011P'LE 2`x4`FgA1 N,w.CCKIEie;:E>I�YWITHMIN. � ` I,a ,�,.�,�, LENGTH OF BRACED V.ALL PANEL 1/ LONG; 1/ SCREWS, TYPICAL PORTAL STRUCTURAL rr " S re a TT-HICY VJ'!Ti]r]STPUv'TLRAI.PANFL SHFAT'HINC. TYPE W OR S Fti ib IMTH SD"AkI44 OFA C.�VA,1417Fr)L90X NAILS AT F'RA).PE COIIr.MUCTION PA•N,"FI 9 ` s 3.0 C 1N ALL FRAVIN�(STUD5 Ak4D€ta_LS)AS S.I IEAT11ING +-Wct O.C_AL046 `--TOE Nar}.gj* 540YUY TY P. aL. A WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING ``t'0 o c.ALS " �'"�""" L ' 'A' H �'1,AF4.D�AND C2�r POST A. � 1�tI+�tE D hA:.l rA•.tJ. ItL[scrr+^, �- 6!14_LLNFGTH OF T�4ltiii`PER TABLE FiPx�'!00.5 t'K74{3AND7 Je9wC STI)}, } Nsn+T�cJx . K4jV^ER01 JACX . j 6d DEFORMED(2"x0.120")NAIL• or �" biT*I �:tt�•c$ �1:TEr Axacla0aF30LTs PER TBLE` FIGURE R602.10.8.2(1) 37 %a" AND LESS ' 6" 12" ''` ' ^`�� INdSTA.LLEC)PI P SEC11C►',,A4C2,..1.6 VATH y 2 8d COMMON(22"x0.131")NAIL 9PACE0YIIALIPIj.'7Fi IMAM wAu F41,"�fL 7 1 KNit'PLATE Wk-c,HFR BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS •-•�^ ••-�•tlG w�L 1�9tJ. 38 %" - 1" 8d COMMON(22"x0.131")NAIL; or 6" 12" �'�" „�o.c.AL ,_&a WAB�`FD EXTEPot}gOit6EARINf9WAt.I 3 ----- --- � � o ( II"axLL PA11l=L RFCJi.�R.=C1 X8 8d DEFORMED(2 2Hx0.120")NAIL 'S" �A�L 1' r;F Ir: L PX.%Fk FI,or ATr.ACa, AT'_IArF•IS+cs4 ORTkl ILR..4L�n�Iwa L p,�vrt, FI,OG*I*r-,A'.+.FRr'J; �,� T �. r,.� to FCFe NI',C.LL PCSRTAL ; •� ,t-� r r +a c, �• �s a u C f" L. Ce ry o FRAC ~ " PROJECT TITLE: TORRES ESTRELLA RESIDENCE I Od COMMON(3"x0.148")NAIL• or 39 1%" - 1%a" ' 6i, 12" ,•--r.1!1h4Rs ANCHORL40LT-RPM 8d DEFOR.MED(21/2"x0.120")NAIL .,� .f' ENGINEER SEAL: DATE: 10/19/2021 t �i EA yi c , 'J TE GAnr D DSA IN I AND 1 s IN Vil!)f - --- .,ECTK7 Ran 1.ta Mr•TAI.TIT FASTENED ACROSS AND C `� +� PERCENT OF THE PLATE WIDTH TO TNF PLATE AT FACT+SIDE OF THE NEW ��/ SCALE: AS NOTED NOTCHOF DRAWN BY: D.G.�, At:tatt<'�LiJIL ITa+L. � Ci�mCr_"j4 rS FRONT ELEVATION a�� WRH 9•I OG NAILS EACH SIDE �P'�� REQ(, r� ' CHECKED BY: T.D.R.co `•--.�xa►><'"iTlttTSr-c aAr MFr."arr3 Rt.r^�"G'TIr AFri[#JM' ORE'C+/OST te:+�� r �.n SAE=_L �u AArr�nv L FnwrL SECTIK3l"e1 �Q �, • C DRAWING NO: IL cr- 1 til fi L J W FIGURE 8602.10.8(2) FIGURE R642.10,6.3 ;, k Vii:•` �;.�- _BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOORICEILING FRAIAING TOP PLATES RC-2 PcFx ��' A 04359r' �•� OFESS�© DRAWING TITLE: FIGURE R602.6.1 NEW YORK STATE TOP PLATE FRAMING TO ACCOMMODATE PIPING RESIDENTIAL CODES TORRES ESTRELLA RESIDENCE