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HomeMy WebLinkAbout50180-Z ' - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY All BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50180 Date: 1/4/2024 Permission is hereby granted to: Zahler, Eric 40 W 84th St Unit 6C New York, NY 10024 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 600 Youngs Rd Orient SCTM #473889 Sec/Block/Lot# 18.-2-17 Pursuant to application dated 5/18/2023 and approved by the Building Inspector. To expire on 7/5/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,107.00 CO -ADDITION TO DWELLING $100.00 Total: $1,207.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT k Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631)765-9502 littps://wwwsotit�lioldtowii,ny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only M AY 1 8 2023 PERMIT NO. -DU Building Inspector. r I Date:4/24/23 Name:Eliot Schrefer and Eric Zahler SCTM#5000 18.-2-17 Project Address 600 Youngs Roa"rierlt, NY-1111111191157 Phone#:(646) 3,52-162 a Email:a ahlero pence ch,00l.or n .. ... „ ........... Mailing Address ^40 W 84th St. ApM1 6C New York NY 100124 11-1111-111 P 1 � Nam e:Niall Carroll ....... ... .. Mailing Address:174 5th Ave Suite 300 New York NY 10010 .. e.. _. Phone#.1..6„4,,6----8,00 4343 Email n�all�ry� llsheridan�carroll„� om 1 Name:William®Ryall ®_ . Mailing Address 174 5th Ave Suite 300 New York,, NY 10Q10 ;,Phon;#:1 646 809 4343 Email ni„a,1l "@ ryallsh_eridancarroll.com Name: Mailing Address: Phone 11#: Ema11 il: ... , , r » r u�✓+�iC�i, IN�� e. y,2,�r ��,'u� �, . r NE ❑New Structure ®Addition AAlteration ❑Repair ❑Demolition Estimated Cost of Project- $500,000 500,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 Existing use of property: Residential Intended use of prope11 rty: Residential, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes RNo IF YES, PROVIDE A COPY. Application Submitted Mrint 7 ):William yal l @Authorized Agent ❑Owner Signature of Applicant: Date: 4/24/23 DEXTER CHRISTIAN STATE OF NEW YORK) NOTARY PUBLIC,STATE OF NEW YORK rEc' SS: Registration No.OICH6402790 COUNTY OF O k 0 5,J o Qualified in Bronx Count William R a l l M commission Expires, l) 3 Y bei he applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r 24 day of April 2023 Notary Public PROPERTY I ER In,FF. J m RIS 'TI II (Where the applicant is not the owner) residing at 60 0 OJVI. S �/� �✓�{V��- ado hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described heroin. f S I ILI Owner's Si na re Date Print Owner's Name 2 Building De air meat A mlieatio AUTHORIZATION (Where the Applicant is not the Owner) h �r�c. residing at GOO �6 vy (Print property owner's name) (Mailing MISS) ISS) Q i` t ok+ N Y S Ir do hereby authorize)A &VAJ!S)� � (Agent) to apply on my behalf to the Southold Building Department. CR �J- `�I°' 2 (Owner's Sigma' r } (Date) -- .�.. ter_ ?.... � ..� (Print Owner's Name) VOL °y ' N oiy 1' 0/yI (VACANT) LAND N/F OF I Oy I S 77036 '00" E I MARIA & THOMAS 200.00 1 N REINECKE CL I (NO VISIBLE WELL \ 29.27' MOK MON. FND, FE. FND. ... �_ \ . . .� 0.5'E ELEV. ELEV. 19.27' MV LL 27.76" �n �n \ N'N0. 150.0' w co CC) ELEV. O 36.2' 25.12' b 26 59 �. N \ O o ter°" 1 ✓ r r fr r SITIIA1� f \ I OZIM'r TOWN OF 50WHOW w �4 W \ ' 5UFFO�K COUNIX NSW YOM 6 z Suffolk CountN,� 1'ax Map No,; �jWELL 50.0' hk 1000-015,00-02,00-017,000 w PAt 51JP\\l ?: 05/18/2020 O off 4.6'. / O 5UMY WPM O/17/2023 �� z o C\? 5CALF; 11'-20' P f=0 N7NNhPEwN11Y,r'/ ✓ a / �o N wTT �✓ o �+J CL '�� .���/! f ''�" f✓�'`�n,,f'.r°' �' � 3,�.0" a� 16.0' �\ � d' 26.35' GJk$ GA5 GAS TAS-- SAS— - GAS GAS -GAS "2 24L.E70 // 2.1, \\ f ELEV. LOT AREA z s \ 19.39' 20,001 S.F. '' .,,. .... . .. . . . FE. 0.46 ACRE(S) ..... . . .... \ 7 05E \ / �s TAT ,�y�y 1 N 77036 �00" �I LAND N/F OF /l ,�t» 0.00 � DO ANN MARIE SOITO \ I 1 b ss'DAruM I JOSHUA R. WICKS P . LOS . ALL ELEVATIONS REFER TO NAVD y SURVEYED BY:J.R.W. DRAWN BY:J.R.W. JOB NO.:JRW20-012° O EW I1 14 Trainor AvenueC, tl Center Moriches, N.Y. 11934 + 1 1 JoshuaRWicks®gmail.com 14C #631-405-8108 Alp 0 / GRAPHIC SCALE L 041 0 1(20) 2(40) 3(6o) (srcN) - %. OWN1 MAIN ROAD () - LAND (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BE I G A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209• SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP (n SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRRNRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMBED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS H BOUNDARY SURVEY MAP. 4 THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON O FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY., (B) THIS SURVEY WAS PERFORMED WITH A TRIMBLE SB ROBOTIC Z TOTAL STATION. 9).THE EXISTENCE OF RIGHT OF WAYS AN'ID OR.. EASEMENTS OF RECORD IF ANY, 1407 SHOWN ARE NOT GUARANTEED. , -.2 -7 ss�.ss� SCHREFERm SLER HOUSE S� ou 600 Youngs Rd,Orient,NY 11957 ISSUE DATE PRICING SET 5/8/2023 FILING SET 5/15/2023 REVISED PRICING SET 7/31/2023 REVISED PRICING SET 9/14/2023 REVISED FILING SET 12/11/2023 NOTES EXISTING PROPOSED LEGEND: EXISTING i Duo YOU H- a PROPOSED WORK H y t 9 PROJECT INFORMAION DRAWING LIST ENVELOPE PERFORMANCE ADDRESS: 600 Youngs Road Lu _ Orient, NY 11957 O U PROPOSED CONSTRUCTION: co Renovation and Addition w U APPLICABLE CODE: 2020 Residential Code of NY State W 2020 ECCNYS TOWN OF SOUTHOLD G N coN Generated by REScheck-Web Software ZONING DISTRICT: w U L O1010, M N R40 N o `� Compliance Certificate �, ' . { . to � • HEIGHT: Window 8:Vinyl Frame 1 Story&Basement ARCHITECTURAL DRAWINGS SHGC:0.40 19 0.140 0.270 3 5 TAX MAP N0. A000 COVER PAGE&DRAWING LIST X X Project 2211 SIHGC:0.40 ndow 9: �ny1 Frame 20 0.140 0.270 3 5 1000-18.-2-17 A001 GENERAL NOTES &TYPICAL DETAILS X X Window 10:Vinyl Frame Energy Code: 2020 NYStretch•2018 IECC SHGC:0.40 6 0.140 0.270 1 2 LOT AREA: A002 SITE PLAN X X Location: Southold, New'York Window 11:Vinyl Frame 20 0.140 0.270 3 5 46 acres SHGC:0.40 20,001 ft2 Construction Type: Single-family D100 DEMOLTION PLAN X X Window 12:Vinyl Frame Protect Type: Alteration 17 0.140 0.270 2 5 LOT COVERAGE: A100 FIRST FLOOR PLAN X X Climate Zone: 4 (5572 HDD) SHGC:0.40 Window 13:Vinyl Frame By proposed buildings including hoUSO and shed: A101 BASEMENT PLAN X X Permit Date: SHGC:0.40 y 23 0.140 0.270 3 6 2,469 ft2 (12.3%) A102 ROOF PLAN X X Permit Number: Floor:All-Wood Joist/Truss 1,605 38.0 0.0 0.026 0.033 42 53 By all impervious surfaces including house, shed, and wood decks/deck stairs: A200 EXTERIOR ELEVATIONS X X Construction Site: Owner/Agent: Designer/Contractor: Basement Wall:Solid Concrete or Masonry Wall height:0.0' 3,075 ft (15.4%) g A201 EXTERIOR ELEVATIONS X X Depth below grade:0.0' --- --- --- --. Insulation depth:0.0' EXISTING BUILDING SQUARE FOOTAGE: Exemption:Framing cavity not exposed. GROSS SF E001 ELECTRICAL NOTES AND SCHEDULE X X �a 1 - .;k;1i tl• :J 3 + 1!d +. pj �s�l �, r 1j ,l a jam, Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other Conditioned _ E100 LIGHTING PLAN X X W_ _ _ . _ _ calculations submitted with the permit a p application.The proposed building has been designed to meet the 2020 NYStretch-2018(ECC E101 POWER PLAN X X requirements in REScheck Version : REScheck-Web and to comply with the mandator requirements listed in the REScheck Inspection First Floor: 1,457 f:' Checklist. William Ryall,FAIA - Architect40.0 Unconditioned P001 PLMMB_ING NOTES, SCHEDULE AND RISER DIAGRAM X_ X Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck. Each slab-on-grade Name-Title Signature Date P100 PLUMBIING PLAN X X assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Garage: 386 t'- Basement: 1.3232 Total: 1,709 =12 STRUCTURAL DRAWINGS Envelope Assemblies PROPOSED BUILDING SQUARE (FOOTAGE: GROSSSF RYALL SHERIDAN CARROLL ARCHITECTS S000 GENERAL STRUCTURAL NOTES X X � ���` � • 174 5TH AVENUE,SUITE 300 S100 FOUNDATION PLAN X X u..._._.._._._uw _ .._._:..._._ . . _ ........ _ ".- � Conditioned S101 FIRST FLOOR PLAN X X Ceiling:Flat Ceiling or Scissor Truss --- NEW YORK NY 10010 Existing First Floor: 1457 "19 S102 SECOND FLOOR PLAN X X Exemption:Framing cavity not exposed. -" - "" - 646-809-4343 www.ryalisheridancarroll.com S103 ROOF FRAMING PLAN X X - Skylight:Wood Frame 17 0.200 0.500 3 9 Primary Bedroom Addition: 50 rte SHGC:0.20 Kitchen Addition: 228 t'- S200 FOUNDATION DETAILS X X Skylight 2:Wood Frame Total: 1,735 �2 S300 FRAMING DETAILS X X SHGC:0.20 36 0.200 o.soo 7 18 S301 FRAMING DETAILS X X Skylight 3:Wood Frame PROJECT#: 2211 28 0.200 0.500 6 14 SHGC:0.20 -\ Unconditioned S302 FLOOR FRAMING DETAILS X X .1SaED arc 5303 ROOF FRAMING DETAILS X X Wall:Wood Frame, 16"o.c. 2,252 22.0 8.4 0.036 0.045 62 77 0, Reduced Garage: 294 t2 S500 GEOTECHNICAL BORING PLAN AND RESULTS_ X X Door 1:Solid Door(under 50%glazing) 24 0.140 0.270 3 6 DRAWN: NC 4, Basement: 1323 12 Door:Solid Door(under 50%glazing) 26 0.140 0.270 4 7 Screened Porch: 268 t- Exterior Shed : 158 2 Window 2:Vinyl Frame CHECKED: WR ,. w Total: 2,043 =12 MECHANICAL DRAWINGS SHGC:0,40 68 0.140 0.270 10 18 Window 3:Vinyl Frame y i l � M000 MECHANICAL NOTES X SHGC:0.40 9 0"140 0.270 1 2 PRINTED: 12.11.2023 .31 ^'o, 01500 19 0.140 0.270 3 5 Window 4:Vinyl Frame PROJECT TEAM M-001 BASEMENT MECHANICAL PLAN X SHGC:0.40 N o� NES '10 M-100 FIRST FLOOR MECHANICAL FLOOR PLAN X Window 5:Vinyl Frame SCALE: AS NOTED M-101 FIRST FLOOR MECHANICAL CEILING PLAN X SHGC:0.40 86 0.140 0.270 12 23 ARCHITECT: RYALL SHERIDAN CARROLL ARCHITECTS M-102 ROOF MECHANICAL PLAN X Window 6:Vinyl Frame gg 0.140 0.270 14 27 174 5th Avenue Suite 300 - SHGC:0.40 New York, NY 10010 Window 7:Vinyl Frame P(646)809 4343 SHGC:0.40 99 0.140 0.270 la z7 GENERAL CONTRACTOR: COVER PAGE Project Title: 2211 Report date: 12/11/23 Project Title: 2211 Report date: 12/11/23 STRUCTURAL/MECHANICAL/ Data filename: Page 1 of 10 Data filename: Page 2 of 10 SEPTIC/CIVIL ENGINEER: DILANDRO ANDREWS ENGINEERING 158 Country Rd 39 Suite 10 Southampton, NY 11968 P(631)259 3959 SURVEYOR: JOSHUA R WICKS P.L.S. 14 Trainor Ave Center Moriches, NY 11934 P(631) 405 8108 TYPICAL DETAILS ABBREVIATIONS LEGEND: GRAPHIC SYMBOLS GENERAL NOTES SCHREFERM ACT ACOUSTIC CEILING TILE 1. Scope of Work: Renovation and addition to wood-frame, one story, single family dwelling, and an exterior shower and shed. AD AREA DRAIN ZAHLEF16 HOUSIE 2. All work shall conform to the requirements of the 2020 Residential Code of New York State, County Fire Department regulations, ADJ ADJACENT utility company requirements, and the best trade practices. AFF ABOVE FINISHED FLOOR X ELEV REFERENCE ALUM ALUMINUM XXX (DWG#/SHT#) 3. Before commencing work, the Contractor shall file all required Certificates of Insurance with the Building Department, pay all fees, AMPS AMPERES '`^ obtain all required permits, and provide any and all bonds required by governing local agencies in order to do the work herein ANOD ANODIZED described. APPD APPROVED 4. The Contractor shall verify all existing conditions in the field prior to commencing work, and shall report any discrepancies between 600 Youngs Rd,Orient,NY 11957 A-V AUDIO-VISUAL drawings and field conditions to the Architect. 2" BD BOARD X SECTION CUT REFERENCE BLKG BLOCKING (DWG#/SHT#) 5. Minor details not usually shown or specified, but necessary for proper construction of any part of the work shall be included as if �� the were indicated in the drawings, ISSUE7-111- DATE BOT BOTTOM 11/2" BRK BRICK Y BO BOTTOM OF 6. The Contractor shall coordinate all work procedures with requirements of local authorities. PRICING SET 5/8/2023 BSMT BASEMENT 7. The Contractor shall be responsible for the protection of all conditions and materials within the proposed construction area. The 2X6 STUDS BYND BEYOND X Contractor shall design and install adequate shoring and bracing for all structural or removal tasks. The Contractor shall have sole FILING SET 5/15/2023 CIP CAST IN PLACE DETAIL REFERENCE responsibility for any damage or injuries caused by or during the execution of the work. REVISED PRICING SET 7/31/2023 CHNL CHANNEL `-I (DWG #/SHT#) 8. The Contractor shall lay out his own work, and shall provide all dimensions required for other trades (plumbing, electrical, etc,). REVISED PRICING SET 9/14/2023 ROCKWOOL COMFORTBATT INSUL. CJ CONTROL JOINT SIGA VAPOR PERMEABLE WEATHER BARRIER ALL CL CENTER LINE 9, Plumbing and electrical work shall be performed b SEAMS OVERLAPPED&TAPED 1 g p y persons licensed in their trades, who shall arrange for and obtain required REVISED FILING SET 12/11/2023 CLG CEILING inspections and sign-offs. CLR CLEAR SHEETROCK 10. The Contractor h CMU CONCRETE MASONRY UNIT shall I do all cutting, patching, repairing as required to perform all of the work indicated on the drawings, and all other Axxx work that may be required to complete the job. 2"ROCKWOOLCOMFORTBOARD INSUL. ?' COL COLUMN INTERIOR ELEVATION MARKER COMPR COMPRESSIBLE (DWG#/SHT#) 11. The Contractor shall be responsible for coordinating all roof and floor penetrations, patching, repairing and flashing as required. CONC CONCRETE CONT CONTINUOUS 12. All exits shall be kept readily accessible&unobstructed at all times during construction. 3/4"ACO FURRING STRIP PAINTED BLACK tii CPT CARPET ., CT CERAMIC TILE 13, The Contractor shall adequately brace, shore, and support the structure during the entire construction period, A CTYD COURTYARD UNTREATED SQUARE EDGE 1X6 HEMLOCK SIDING DBL DOUBLE KEYNOTE W/1/4"SPACING BTW BOARDS DDEMO DEMOLISH OR DEMOLITION AINSPECTIONS & TESTING #r i DIM(S) DIMENSION(S) FLOOR NOTES DR DOOR ELEVATION ELEVATION INDICATOR 1. The Contractor shall arrange for all controlled inspections &tests as required by the local Building Department. DTL DETAIL R-8.4 R-22 EAWG EACHDRAWING SMOKE & CARBON MONOXIDE DETECTING DEVICES EJ EXPANSION JOINT < WALL TYPE NUMBER EL ELEVATION WALL ASSEMBLY R ELEC ELECTRICAL3 1010 1. As per to Section R314 "Smoke Alarms and Heat Detection" and Section R315 "Carbon Monoxide Alarms" of the 2020 VALUE=30.4 ELEV ELEVATOR OR ELEVATION ) DOOR NUMBER Residential Code of New York State, combination Smoke&Carbon Monoxide detecting devices shall be provided in the dwelling. EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) TYP NEW WALL SECTION DETAIL 1EQ EQUAL 2, Smoke detecting devices shall receive their primary power from building wiring. There shall be no switches in the circuit other than 1 EXIST EXISTING 3A4 WINDOW NUMBER the overcurrent device protecting the branch circuit, ' EXT EXTERIOR FCLU FINISHED CEILING LEVEL(UNDERSIDE) 3. All smoke detecting devices shall be accepted pursuant to rules and regulations promulgated by the comissioner, approved by the FD FLOOR DRAIN Mw_# MILLWORK NUMBER Board of Standards and Appeals or listed by a nationally recognized independent laboratory. No device shall be deemed to be in FEC FIRE EXTINGUISHER CABINET compliance with this provision unless it is of either the ionization or photo-electric type. FFLT FINISHED FLOOR LEVEL(TOPSIDE) FFIXTURE xx-o MATERIAL TAG FLR FLOOR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA LR FM FILLED METAL FO FACE OF A_# APPLIANCE NUMBER SUBJECT TO DAMAGE FROM FND FOUNDATION GROUND BASE WIND SEISMIC FLOOD GA GAUGE SNOW SPEED DESIGN HAZARD GALV GALVANIZED REVISION NUMBER LOAD(PSF) (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY (FEMA) 2HI HIGH ROOM NUMBER" GWB GYPSUM WALL BOARD DEPTH HC HOLLOW CORE ROOM 25 130 B SEVERE 36" MD TO HVY SL TO MD X ZONE 1 1/2" HM HOLLOW METAL o00 HP HIGH POINT (PER R301,2(1) OF 2020 NYS RESIDENTIAL CODE) HR HOUR PROTECTION OF OPENINGS HT HEIGHT `� WALL TYPE MARKER 2X6 STUDS HVAC HEATING, VENTILATING, AND AIR CONDITIONING IRGWB IMPACT RESISTANT GYPSUM WALL BOARD ILO IN LIEU OF Per 8301.2.1.2 of the 2020 Residential Code of NY State, precut wood structural panels compliant with the sizing and fastening SIGA VAPOR PERMEABLE:WEATHER BARRIER ALL ' };-. � , INSUL INSULATED OR INSULATION SEAMS OVERLAPPED&TAPED INT INTERIOR requirements perscribed in that section shall be provided for all openings, JT JOINT EXISTING WALL(NO WORK) LBS POUNDS ENVELOPE NOTES LO LOW 2"ROCKWOOLCOMFORTBOARD INSUL. MAX MAXIMUM MO MASONRY OPENING MECH MECHANICAL 1, Work shall comply with IECC 2021 as adopted by New York State 3/4"ACO FURRINIa STRIP PAINTED BLACK 7! ! MMEMBRANE MFRFR MANUFACTURER 2. Air Barriers, weather barriers &thermal insulation to be installed per manufacturer's instructions. Ff MIN MINIMUM UNTREATED SQUARE EDGE 1X6 HEMLOCK SII)ING MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD 3. Blower Door Test- Contractor to provide verification that building meets air tightness of 3 Air Changes per Hour at 50 pascals. MTL METAL W/1/4"SPACING BTW BOARDS 4. Conditioned basement wall insulation shall be installed per manufacturer's instructions. _�_-_ MW MILLWORK HAVNIC NOT IN CONTRACT 5. Floor insulation shall be installed per manufacturer's instructions and in substantial contact with the underside of the subfloor, or floor framing cavity insulation shall be in contact with the top side of sheathing, or continuous insulation shall be installed on the NO NUMBER underside of floor framing and extend from the bottom to the top of all perimeter floor framing members, NOM NOMINAL OC ON CENTER 6. Attic access hatch and door insulation shall be>_R-value of the adjacent assembly OH OPPOSITE HAND OPG OPENING 7. IC-rated recessed lighting fixtures shall be sealed at housing/interior finish and labeled to indicate<_2.0 cfm leakage at 75 Pa. OZ OUNCE 8. Automatic or gravity dampers shall be installed on all outdoor air intakes and exhausts, PCC PRE-CAST CONCRETE PERP PERPENDICULAR PL PLATE ENVELOPE PERFORMANCE VALUES: PLAM PLASTIC LAMINATE See RES check Compliance Certificate TYP EXISTING WALL SECTION DETAIL PLUMB PLUMBING 2 PLYD PLYWOOD 1 1/2"_'I' PT PRESSURE TREATED PNT PAINT OR PAINTED BUILDING ENVELOPE LEGEND PVC POLYVINYL CHLORIDE RBR RUBBER RCP REFLECTED CEILING PLAN SMART VAPOR CONTROL AIRTIGHT MEMBRANE RD ROOF DRAIN - - - - MAJREX BY SIGA OR APPROVED EQUAL REQD REQUIRED FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS SC ROOM VAPOR-OPEN WATER RESISTIVE BARRIER S SEDED SEE ELECTRICAL DRAWINGS LU STRUCTURAL CEILING LEVEL(UNDERSIDE) --------- MAJVEST 500 BY SIGA OR APPROVED EQUAL SFLT STRUCTURAL FLOOR LEVEL(TOPSIDE) FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS SIM SIMILAR SMD SEE MECHANICAL DRAWINGS CONTINUOUS VAPOR BARRIER AT CONCRETE SLABS SPEC SPECIFIED OR SPECIFICATION •• BY RHINOMAT OR APPROVED EQUAL SPK SPRINKLER FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS SSTL STAINLESS STEEL RYALL SHERIDAN CARROLL ARCHITECTS SSTC TC STEEL TRANSMISSION COEFFICIENT HIGH-EFFICACY LAMPS 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 STRUCT STRUCTURE OR STRUCTURAL 646-809-4343 www.ryallsheridancarroll.com T AND G TONGUE AND GROOVE TELE TELEPHONE TLT TOILET Excepting low voltage lighting, 90%of lamps or fixtures shall be high efficacy lamps per 2021 IECC C405.1.1 TO TOP OF TOC TOP OF CONCRETE PROJECT#: 2211 TOS TOP OF STEEL MECHANICAL AND PLUMBING NOTES �G,�SpED A& TPD TOILET PAPER DISPENSER S. RY4 DRAWN: NC �G� ��1,rA T/D TELEPHONE/DATA �� ✓� o TYP TYPICAL 1. HVAC piping conveying fluids above 105 IF or chilled fluids below 55 IF shall be insulated to >_R-3 UNO UNLESS NOTED OTHERWISE U/S UNDERSIDE 2. All HVAC piping insulation shall be protected as per manufacturers recommendations. CHECKED: WR x ti V VOLT a VAV VARIABLE AIR VOLUME 3, Hot water pipes shall be insulated to >_R-3. PRINTED: 12.11.2023 ,a r, VI VERIFY IN FIELD 4, Ducts, air handlers and filter boxes are sealed with joints/seams compliant with International Mechanical Code or International W/ WITHr • 015ON WD WOOD Residential Code, as applicable, �op II qo WP WATERPROOF 5. Building cavities shall not be used as ducts or plenums, SCALE: AS NOTED NEV WRB WATER-RESISTIVE BARRIER 6. Air handler leakage shall be designated by manufacturer at<=2%of design air flow, 7. Programmable thermostats shall be installed for control of primary heating and cooling systems and shall be initially set by NOTES AND TYPICAL manufacturer to code specifications. 8. Heat pump thermostats shall be installed on heat pumps, DETAILS 9. Heated water circulation systems, if any, shall have a circulation pump.The system return pipe shall be a dedicated / �7 return pipe or a cold water supply pipe. Gravity and thermossyphon circulation systems shall not be used. Controls for circulating hot water system pumps shall start the pump with signal for hot water demand within the occupancy. Controls shall automatically turn off the pump when water Is in circulation loop, is at set-point temperature, and no demand for hot water exists. 10. Readily accessible switch on heaters for swimming pools or permanent in-ground spas shall be installed. Switch operation shall not change heater thermostat setting, Heater circuit breaker shall be installed independent of switch. If any, gas-fired heaters equipped with ignition pilots that are not continuously burning pilots shall be used. 11. Timer switches or other automatic preset schedule control methods shall be installed on heaters and pumps serving pools and permanent in-ground spas. SCHREFERm STORMWATER STORAGE VOLUME CALCULATIONS 7AHLER HOUSE ROOF (HOUSE + SHED) 2853 sf X 1 X 0.17 = 485 cf TOTAL VOLUME REQUIRED = 485 cf 600 Youngs Rd,Orient,NY 11957 STORAGE PROVIDED BY 0)10' DIA. X 4VF DRYWELL + (2) 6' DIA. X 8VF DRYWELLS = 630 cf ISSUE DATE (10'DIA.RING=68.42 cf/vf CAPACITY),(6'DIA.RING=22 cf/vf CAPACITY) PRICING SET 5/8/2023 FILING SET 5/15/2023 DW — 1 = 6' DIA• X 8' VF REVISED PRICING SET 7/31/2023 REVISED PRICING SET 9/14/2023 DW - 2 = 10' DIA. X 4' VF REVISED FILING SET 12/11/2023 DW - 3 = 6' DIA. X8' VF \\ — PROJECT LIMITING FENCE — — — — — — — — — — — — — — — — — — — — — — — — — = — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I + \ I NOTES 00 I \C I I \\ 29'-10" NOTE:SHED LESS THAN 100SF I \ I PROPOSED WOOD PROPOSED I I DW-3 ' FRAMED SHED SHOWER I \ PROPOSED BASEMENT °' I I I \ BILCO DOOR ............................................................... .................... .I.................................... 18'-10" RE/Z X/ KEEP AREA CLEAR OF ALL UNDERGROUND UTILITIES /'PROPOSED SCREENED,j j '- I I / PORCH'% %�/ / �/ i I PROPOSED I/A." �� �� //, SEPTIC SYSTEAiIr°-- ,�:'•- I SEE ENGINEERS DRAWINGS I DW-1 / ................................................................................. ................................. .............. ............................................... �— I -------------- I..... I I I i / -Tl I 55'-0" I �. 101-811 iA ,L I � I I i I i PROPOSED WOOD I i, ,I I EXISTING SINGLE STORY I� FRAMED DECK&STEPS I ! HOUSE AND GARAGE PROPOSED D I � , S 00 \\\ I FRAMED DECK&STEPS PROPOSED SEPTIC WASTE LINE FROM HOUSE — ————————————— --------------------- I 6'-10" ! 401_01v I I \\\ PROPOSED I HOUSE ADDITION 501-0„ I PERMEABLE GRAVEL DRIVEWAY GS --GAS G -GAS -GAS -GAS -GAS -GAS -GAS GAS GAS GAS S GAS GA3^--•OAS. GAS GAS GAS GAS GAS �Gp'S !_ DW-Z + - I 10'-0"_ co I l" I OI I RYALL SHERIDAN CARROLL ARCHITECTS 174 5TH AVENUE,SUITE 300 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEW YORK,NY 10010 646-809-4343 www.ryallsheridancarroll.com PROJECT#: 2211 vVI D An DRAWN: NC 4i�`M t�yR1`. CHECKED: WR i .r PRINTED: 12.11.2023 h 131 �` - C'• SCALE: AS NOTED 0� PROPOSED SITE PLAN SITE PIAN N 1 D SCHREFERm HLER HOUS 600 Youngs Rd,Orient,NY 11957 ISSUE DATE PRICING SET 5/8/2023 FILING SET 5/15/2023 REVISED PRICING SET 7/31/2023 REVISED PRICING SET 9/14/2023 REMOVE WINDOW AND REVISED FILING SET 12/11/2023 EXTEND OPENING ------------------- MASONRY STEPS TO FU BE REMOVED ----------------- I REMOVE EXISTING WINDOW DEMOLITION NOTES I I I I ------------------ AND EXTEND OPENING I I I REMOVE WINDOW ------------------ ------------------I Ilr-------------- EXISTING TO REMAIN ---------------------------- PORCH SLAB AND FOUNDATION EXISTING TO BE WALL TO REMAIN I 1 REMOVED I , I I I I I 1 1 1 I ,___________________1_________________________L_____J ----------- II I I 1 I I I I 1 I I I I WOOD FLOOR TO REMAIN AND BE PROTECTED REMOVE EXISTING WINDOW 1 1 AND EXTEND OPENING i I II 1 I 1 I 11 I 1 INTERIOR PARTITIONS TO BE REMOVED II II II BATHROOM FIXTURES TO BE REMOVED AND REPLACED I I ----------------- REMOVE WINDOW i I 1 1 REMOVE WINDOW I I -------------------------------- 1 I -------------------------------- II r------------ ----------------�- , I I I I I 1 I I I I I I I I I I I I 1 ---------------- �____________________, I 1I 1I1 I 1 I 1 I I II I I I 1 1 I I 1 I I 1 1 / KITCHEN MILLWORK& REMOVE EXISTING WINDOW AND EXTEND OPENING BATHROOM PLUMBING TO PLUMBING TO BE REMOVED I I I I I I BE REMOVED ' I 1 I , I I I I I I I - ' 1 .-J--_L_____ �__-____J t_______-- __-____ _ -____ _ ________ ---------------1------------------ --------1--------1-r------------._-----------1----------------1------------------ I I I I I I I I I 1 I � I I I 1 I I I I I I I I I 1 1 I I I I I I I I 1 I 1 I I I I 1 1 1 , I , I I ' 1 BILCO DOOR TO BE MOVED I I , 1 , I I I I , 1 , 1 , RYALL SHERIDAN CARROLL ARCHITECTS 174 5TH AVENUE,SUITE 300 --------------------------------------------------------------------- NEW YORK,NY 10010 -------------------- 646-809-4343 www.ryalisheridancarroll.com � I 1 I I I WOOD DECK&STEPS -------------- ----� PROJECT#: 2211 TO BE REMOVED , - , I 1 L--------------------j a fi F D A 1'Q r--------------------, k �acr a� DRAWN: NC ------------------- �� r CHECKED: WR * PRINTED: 12.11.2023 �� = 4� 0. 015s- SCALE: AS NOTED DF p?F-'O �® FIRST FLOOR DEMO PLAN FIRST FLOOR DEMO PLAN1/4" := V pc) z 1 SCHREFERm ZAHLE HOUSE 1 600 Youngs Rd,Orient,NY 11957 A200 ISSUE DATE PRICING SET 5/8/2023 FILING SET 5/15/2023 NEW WINDOW IN EXISTING OPENING REVISED PRICING SET 7/31/2023 EXTENDED HEIGHT 15'-6" REVISED PRICING SET 9/14/2023 REVISED FILING SET 12/11/2023 CEDAR DECK AND STAIRS ON CCA FRAMING, SUPPORTED BY CONCRETE PIERS 13 D-1A GUEST WOOD BEDRM 2 FRAMED DECK WD-2 -1 DN N NEW WINDOW IN ELONGATED EXISTING OPENING cr - LEGEND NEW GARAGE DOOR IN CD EXIST. 12 r. EXISTING OPENING CL. �- 121-3" 4'-11" 23'-7" 15 02 01 EXISTING TO REMAIN OVENS" 41 AREA OF EXISTING EXTERIOR COVERED /„/ / ' '/ NEW WALLS / /. PORCH TO BECOME INTERIOR SPACE. _- EXISTING PORCH SLAB TO REMAIN LAUNDRY/ WD-16 MUDRO0 12'-3” ' NEW WINDOW IN WIDENED EXISTING OPENING WD-1A EXISTING WOOD FLOOR TO BE REFINISHED in REF M / Ln ----------------------------..- .-.-.-.- ----F GUESTNEW WD FLOO BEDRM 1 D-1A- 11 � WD-1B MATCHOEOX STING R TO 01 — Q / /%%'�! (J F.F. 010 -EXISL WD-2 CEDAR WOOD DECKING AREA CURRENTLY PART OF KITCHEN WD-1A- ABOVE— AREA GARAGE TO BE ADDED TO HOUSE I — — O EXIS ING TILE NEW WINDOW IN EXISTING OPENINGSTAIR TO- 14 '/ REMAIN -; � NEW WINDOW IN S-1 STONE /; 03 FF ——— GUEST EXISTING OPENING 2 -2'-6"� T-1 BATHRM. 2 / _ A201 ���� _OL, NEW TILE ON EXISTING 10 C-1 EPDXY FINISH ON EXISTING /// BATHROOM FLOOR A200 O KYLIGHT/ , ti CONCRETE SLAB GARAGE i; j %ABOVE — �� /' DN C-1 PAINT W/EPDXY — ;'% i//���/% CL. o, PRIMARY � BATH R M. r 00 -SKYLIGHT 1. 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Rpt CHECKED: WR ' PRINTED: 12.11.2023 t �c• 015ON P SCALE: AS NOTED �� INE�1 �® PROPOSED FIRST FLOOR PLAN 1 A201 1 FIRST FLOOR PLAN Z 1/4"= 1' SCHREFERm ZAHLE HOUSE 600 Youngs Rd,Orient,NY 11957 ISSUE DATE PRICING SET 5/8/2023 FILING SET 5/15/2023 REVISED FILING SET 7/31/2023 REVISED PRICING SET 9/14/2023 REVISED FILING SET 12/11/2023 LEGEND -------------------------------- EXISTING I I I I I EXISTING PORCH SLAB ABOVE NEW WALLS I I I I I I I I I Q EXISTING CONCRETE SLAB C_2 PAINTED WHITE WELL PRESURIZATION I I TANK TO REMAIN I I I I I I I I I EXISTING BASEMENT SLAB ABOVE EXISTING STAIR TO REMAIN I I I I i I I I I HOT WATER TANK TO i I REMAIN I I I I EXISTING ELECTRICAL PANEL I I I I I I I GAS POWERED BOILER TO BE I I I REMOVED L----J II Q Q Q Q I I I I I I I I F.F. -8'-0" EXISTING CRAWL SPACE NEW WOOD FRAMED UNCONDITIONED BASEMENT PARTITION W/ACCESS HATCH TO CRAWL SPACE C_2 i NEW BILCO DOOR ENTRANCE PAINT SLAB I I NEW OPENING IN CMU WALL II FILL IN CMU WALL WHERE BILCO DOOR HAD BEEN RYALL SHERIDAN CARROLL ARCHITECTS 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 646-809-4343 www.ryalisheridancarroll.com PROJECT#: 2211 DRAWN: NC <` *rw . F•' .�4� CHECKED: WR f PRINTED: 12.11.2023 F v0. 0150 �� Qp. SCALE: AS NOTED PROPOSED BASEMENT PLAN BASEMENT PLAN Z 1 A& U Fd !" SCHREFERm ZAHLER HOUSE 600 Youngs Rd,Orient,NY 11957 ISSUE DATE PRICING SET 5/8/2023 42'-0" 8'-7" 8'-7" FILING SET 5/15/2023 REVISED PRICING SET 7/31/2023 REVISED PRICING SET 9/14/2023 REVISED FILING SET 12/11/2023 --- - - - LEGEND i . 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SOLAR PANELS ON '' I': _° STAND-OFFI RYALL SHERIDAN CARROLL ARCHITECTS ATTACHMENTS 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 646-8 09- 3 w YII 434 ww.r a sheridan o carr II .com PROJEC T#• 2211 R t /E F - DRAWN: NC �<vO� VP11 S. RYq Mfr ✓� Y 4 1 CHECKED: WR I r PRINTED: 12.11.2023 —' T A r°• 01 O SCALE: AS NOTED Op CLW PROPOSED ROOF PLAN 1 ROOF PLAN Z 1/4" := V SCHREFERm ZAHLER HOUS 600 Youngs Rd,Orient,NY 11957 ISSUE DATE PRICING SET 5!8/2023 S.S.FLUE AT PORCH ROOF FILING SET 5/15/2023 REVISED PRICING SET 7/31/2023 NEW RIDGE VENT REVISED PRICING SET 9/14/2023 TOP OF ROOF REVISED FILING SET 12/11/2023 SCREENED PORCH CEILING -- - -----41_0�� ----- ---- -- - ROOF VENT - - - - - - - - - 111111 1111111 IH1111111 � 111111 11 LEVEL LEGEND - - ----------- -_.-.-.--.-. .-. -•- ------- ---•-.- --_.- --,------- -------.-.-.-.-.-.-.-.-.-.-.-.-.- -- - ----------- -.. _;-7r - --- HEMLOCK SIDING i O \� 13 - - - - c - - \ / -- -- wa-4 -- -- -- / -- --- - - -- --- --- -- R-1 METAL ROOFING - -- \��/ -- -- - -- �\ --- --- -- - -- - -- -- - - - -- NEW MOTORIZED, - -- SEGMENTED - - - - - -- -- - - �� - --- -- - -- -- - - --- - - - c -- -- - GARAGE DOOR - - co `_� - -- -- - - -- - - -- - --- -- ----- --. - --- -- - - - - - --- FINISHED FLOOR - - - - - - - - -- - - .-.-.-.... -.-.-.-.-.-.-. _. _ -.- .-.-.-.-. - - - - - - - - - - - ------------ 0'-0.. - - - - - - ----- ---- - - - - - - GRADE LEVEL -2'-4" WEST ELEVATION 1 1/4" = 1' S.S.FLUE RIDGE VENT TOP OF ROOF - - - - - - - - - -- -•-------•-•-----.------- - - - - ---------.-.......-----•-•-•------- ------------------------------- - - - - - - - - - -.-.-.-.-.-.�.-.-.-.-.- 0 ROOF VENT - - -- -- - - - -- - -------- --- --- SCREENED PORCH CEILING - - - - - - - - - +12 -0„� WINDOW AND DOOR SCHEDULE - - --- --- - UNIT# UNIT SIZE(WXH) WINDOW/DOOR TYPE NOTES 01 X-3"X 7'-0" Outswing Solid Door 2' 8" --- -- - - - -- - EXISTING CEILING LEVEL 02- -- - - - - - V L 17'-0"X 4'-0" Lift+Slide Window+ Fixed ----------- - - - - - - - ------- --- - --- - -• - - - _- -.-- � - - '` - -- -- +8'-0" 03 2'-8"X 3'-3" Tilt/Turn Window RYALL SHERIDAN CARROLL ARCHITECTS 04 2'-8"X 7'-0" Tilt/Turn Window Tempered glass 174 5TH AVENUE,SUITE 300 ----;' ---- --------ih- -- \ f ---- - --- - NEW YORK,NY 10010os to 05 12-10X 6-8 (4)Tilt/Turn windows Tempered glass ---- 646-809-4343 www.ryallsheridancarroll.com rn 06 13'-4"X 7'-5" Fixed Window+French Doors Tempered glass - -- --- -- - - ---- - - - -- -- - ---- - - - , 12 -- "_-- -- O7 13'-4"X 7'-511 Fixed Window+ French Doors Tempered glass • - ---- 08 3'-0"X 6'4" French Window -- -- - - -- -- - - 1 PROJECT#. 2211 - — -- - -- -- -- - - - -- -- - -- 2'-0"X 3' 3.. 1 1 � 09 Tilt/Turn Window � "�"' ; - - — -— - - -- -- -- - - -- - -- -- DRAWN NC ��a��R le -- - - --- - - - --- - --- -- --------- --- - ------ - --- -- - - ' ---- ----- FINISHED FLOOR ,� ' . . 10 Tilt/Turn Window Tempered glass .--•--- -----._..---•—_---�--•---------_-------•—•—•— — --- —.—.--- — ---•— — ----- --- —•--- —•—•—•—•—•----- - - -- -- ---- - - - - - -- -- - -- - -- ---- -- -- - - - - CHECKED. WR N 11 6 0 3 3 i t urn in ow 0' 0" 12 2' 8"X 6' 4" Tilt/Turn Window Tempered glass -- --- --- - - -- --- ---- - -- -- -- -- ---- --- - - -- -- - - GRADE LEVEL 13 4--01-X 5'-70" Tilt/Turn Window Tempered glass --- —•—•------------ ---•---------------•----------- — — -- -- -------- -— r�5 —.—.—.—.—.—.—.—. —.—.—.—.—.—.—. _.—.—.—.—.—.—. —.—.—.—.—.—.—. -2'-4"� 14 3'-0"X 8'-0" Solid Entry Door PRINTED: 12.11.2023 t� Ile - SCALE: NOTES: -RVALUE=8.3 -SHGC =0.40 NORTH ELEVATION PROPOSED EXTERIOR 2 ELEVATIONS SCHREFERm ZAHLER HOUSE 600 Youngs Rd,Orient,NY 11957 ISSUE DATE M-1 NEW STAINLESS STEEL FLUE PRICING SET 5/8/2023 SKYLIGHT FILING SET 5/15/2023 REVISED PRICING SET 7/31/2023 TOP OF ROOF REVISED PRICING SET 9/14/2023 REVISED FILING SET 12/11/2023 I - - - - - - - - - - - SCREENED PORCH CEILING R-1 13'-4" 13'-4" 3'-0" 12'-10" EXISTING CEILING LEVEL - - - - - - ----------.-.-.-.-------------•--------------------- ------- -------- ------- - - - — --------------------. +8'-0" 710 / \ \ LEGEND _ oe HEMLOCK SIDING L,06 / O7A 076 \ / METAL ROOFING \ WD-4 - - - - - - - - - - - FINISHED FLOOR M-1 METAL SIDING C-2 STAINLESS STEEL SCREEN C-2 HARDY BOARD OVER MAHOGANY FRAME _T_F T1_ - NEW BILKO DOOR REPAIR EXISTING PARGE COAT AS NECESSARY :AST ELEVATION 1 STAINLESS STEEL FLUE ROOF VENT — TOPOFROOF - - - - - -- ----- -----.------------------------------ .- - - - ---.-----------.-------•-.c - ------.-.-.-.-.-.-.-..-.-.-.-.-.-.-.-.-.-.............-.-.-.-.-.-.-.-+15'-7 KITCHEN --- --- -- "' EXHAUST ----- --- --- ----- - SCREENED PORCH CEILING --- -- -- - -- -- --- - +12'-0.. - - - EXISTING CEILING LEVEL - - _--._.-.-.-----.-.--- -.- •- - -- - - - -.-. -.-.--- ----.-. -.-.-.-. .------- ------------•---------•- ----- - -- - -- - - --- - _ 1 I - RYALL SHERIDAN CARROLL ARCHITECTS - -- _- - 1 \ I - -- - - 174 5TH AVENUE,SUITE 300 - - - - --- - NEW WINDOW IN - - --- \I --- -- --- - - --- - - / NEW Y 10010 - - -- -EXISTING OPENING-- Y 646-809-4343 www.ryallsheridancarroll.com _-,_- --- -- -__-- LAw" _ _ PROJECT#: 2211 - - - FINISHED FLOOR —.—.—.—..—.—.—.—.—.—.—. •--.—.—.—.—.—.—.—.—.—...— — T — — — — - - - --- - - -- --- -- DRAWN: NC lu�� h' �/A ----- --- - -- GRADE LEVEL - -_- CHECKED: WR •'�* - PRINTED: 12.11.2023 �A 'Q� `0. OI 50NO SCALE: SOUTH ELEVATION _. 2 PROPOSED EXTERIOR ELEVATIONS LIGHTING SCHEDULE ELECTRICAL SYMBOL LEGEND ELECTRICAL NOTES SCHREFER_ 1. INSTALLATION: ENTIRE INSTALLATION SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NY STATE. MHLER HOUSE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS ITEMS,WHETHER LINEAR LIGHT EXISTING RECEPTACLE FIXTURE TYPE #OF FIXTURES NOTES SPECIFICALLY INDICATED OR NOT,TO RENDER A COMPLETE ELECTRICAL INSTALLATION. H UNDER CABINET LINEAR LIGHT RECEPTACLE A RECESSED LIGHT 10 DIMMER GFI 2. ELECTRICAL SERVICE: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY& (9 RECESSED DOWNLIGHT � RECEPTACLE GFI 600 Youngs Rd,Orient,NY 11957 B PENDANT 1 DIMMER PROVIDE ALL NECESSARY TRANSFORMERS&EQUIPMENT AS REQUIRED FOR UNDERGROUND (9 SEMI-RECESSED DOWNLIGHT WP� RECEPTACLE WATERPROOF ELECTRICAL SERVICE TO THE RESIDENCE.SEE A003 SITE PLAN. DATE C SURFACE MOUNT CEILING SCONCE 1 DIMMER ISSUE ® RECESSED WALL WASHER � RECEPTACLE ONE SWTICHED OUTLET D MILLWORK STRIP LIGHT 2 DIMMER 3. COORDINATION:VERIFY(IN FIELD ALL MECHANICAL EQUIPMENT&MISC.APPLIANCE ELECTRICAL PRICING SET 5/8/2023 O+ WALL MTD FIXTURE RECEPTACLE 4-PLEX LOADS,AMPERAGE&VOLTAGE REQUIREMENTS AND COMPLY AS REQUIRED. ELECTRICAL CONTRACTOR E STRIP LIGHT 6 DIMMER FILING SET 5/15/2023 --- F RECESSED STRIP LIGHT 1 DIMMER WALL MTD PENDANT ® FLOOR RECEPTACLE SHALL COORDINATE INSTALLATION OF ALL NECESSARY POWER,FIXTURES,SWITCHES&RECEPTACLES REVISED PRICING SET 7/31/2023 CEILING MTD FIXTURE POWER STRIP IN MILLWORK. G DAMP LOCATION RECESSED LIGHT 3 DIMMER REVISED FILING SET 12/11/2023 CEILING PENDANT O JUNCTION BOX H VANITY SCONCE 2 DIMMER 4. LAYOUT: ELECTRICAL CONTRACTOR SHALL LAYOUT ALL ELECTRICAL ITEMS ON SLAB AND SUB-FLOOR "� RECESSED WALL FIXTURE ® SMOKE/CO DETECTOR CEILING FOR REVIEW BY OWNER&ARCHITECT PRIOR TO&ROUGH-IN&RUNNING CONDUCTORS. L EXTERIOR PENDANTS 2 DIMMER M EXTERIOR SCONCE 3 DIMMER GRADE UPLIGHT ® SMOKE/CO DETECTOR WALL 5. SWITCHES: REFER TO SPEC BOOK.INTERIOR ELEVATIONS FOR SWITCH LOCATIONS NOT DIMENSIONED O EXT. PATH DOWNLIGHT DATA/CABLE/TEL OUTLET IN ELECTRICAL PLANS.TYPICAL SWITCHES TO BE MOUNTED 42"AFF OC.COORDINATE WITH LOW N EXTERIOR SCONCE 1 TRACK LIGHT THERMOSTAT VOLTAGE CONTRACTOR FOR AUDIO/PHONE/TV. ---�-- � P PENDANT 1 DIMMER TRACK WALL WASHER DOOR BELL 6. DIMMERS: ELECTRICIAN TO COORDINATE DIMMER TYPE WITH LOW VOLTAGE CONTRACTOR. Q PENDANT 1 DIMMER -69- SWITCH �— CHIME R STRIP LIGHT 2 3-69- SWITCH,3-WAY DJS7. RECEPTACLES: PROVIDE GFCI RECEPTACLES WHERE REQUIRED BY CODE. WALL RECEPTACLES TO BE DOOR JAMB SWITCH MOUNTED VERTICAL @ 16"OC AFF,LION.REFER TO INTERIOR ELEVATIONS FOR RECEPTACLE LOCATIONS S SURFACE MOUNT SCONCE 5 4-6f} SWITCH,4-WAY NOT DIMENSIONED IN ELECTRICAL PLANS. T FAN+LIGHT 4 DIMMER D-Efl- SWITCH,W/DIMMER 8 LIGHT FIXTURES: DECORATIVE LIGHT FIXTURES TO BE PROVIDED BY OWNER&INSTALLED BY ERV E� ERV BOOST(SEE MECH) ELECTRICAL CONTRACTOR.ARCHITECTURAL LIGHT FIXTURES TO BE PROVIDED BY GC AS PER SPECIFICATIONS BY ARCHITECT AND LIGHTING DESIGNER.REFER TO REFLECTED CEILING PLANS FOR CEILING FIXTURE DIMENSIONS&LOCATIONS. REFER TO INTERIOR ELEVATIONS FOR WALL FIXTURE LOCATIONS. 9. ADDITIONAL RECEPTACLES: IN ADDITION TO RECPETACLES INDICATED IN ELECTRICAL PLANS ELECTRICAL CONTRACTOR SHALL PROVIDE TYPICAL RECEPTACLES NECESSARY TO COMPLY WITH REQUIREMENTS OF 2015 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS (8)ADDITIONAL RECEPTACLES&NECESSARY CIRCUITING TO BE LOCATED BY ARCHITECT DURING CONSTRUCTION. 10. DATA OUTLETS:TBD 11. SLEEVING: PROVIDE(1) 1"o CONDUIT SLEEVE TO EACH DATA OUTLET. 12. SMOKE/CO DETECTORS:SHALL BE PROVIDED&LOCATED TO COMPLY WITH SECTION 313 OF 2015 RESIDENTIAL CODE OF NY STATE.SEE RCPs&INTERIOR ELEVATIONS FOR LOCATIONS. 13. GUARANTEE: ELECTRICAL CONTRACTOR SHALL FULLY GUARANTEE THE ENTIRE ELECRICAL INSTALLATION FOR A PERIOD OF TWO YEARS FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AGAINST ALL EVIDENCE OF IMPREFECT WORKMANSHIP OR FAILURE/MALFUNCTION OF MATERIALS& EQUIPMENT.WORK FOUND TO BE DEFECTIVE WITHIN THIS PERIOD SHALL BE REPLACED PROMPTLY WITHOUT COST TO OWNER. HIGH-EFFICIENCY LAMP NOTE: 90%OF LAMPS OR FIXTURES SHALL BE HIGH EFFICACY LAMPS PER 2015 IECC 404.1 RYALL SHERIDAN CARROLL ARCHITECTS 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 646-809-4343 www.ryalisheridancarroll.com PROJECT#: 2211 �51D DRAWN: NC t, ��tt N 4! b �" tA�� ✓,�� io w CHECKED: WR PRINTED: 12.11.2023 �0. 015a�� SCALE: AS NOTED Qr IN F:*r ELECTRICAL NOTES AND SCHEDULES SCHREFER- ZAHLER HOUSE 600 Youngs Rd,Orient,NY 11957 ISSUE DATE PRICING SET 5/8/2023 FILING SET 5/15/2023 REVISED PRICING SET 7/31/2023 REVISED FILING SET 12/11/2023 / INSTALL NEW FAN+SWITCH X// LEGEND M 1 / LAEXISTING TO REMAIN / / ---- OA \�A \�A \�A —c / o NEW WALLS R _x/ I // \\ PA // \\ INSTALL NEW FAN+SWITCH / E E \I 1 / H \ — 6A I I & \ D / E E F / / D D I I E / I I I / I I / / I 1\ ®G \\ - O H D D D INSTALL NEW FAN SWITCH D / I �� — T \ I REPLACE EXISTING FAN N r I I ' 1 1 1 \ I I i / RYALL SHERIDAN CARROLL ARCHITECTS 174 5TH AVENUE,SUITE 300 / NEW YORK,NY 10010 646-809-4343 www.ryalisheridancarroll.com L, PROJECT#: 2211 _ /,OF-D A� C DRAWN: NC ��� �`�hq S. RY4-j�\r` CHECKED: WR V PRINTED: 12.11.2023 4, 0 'Q °' d0 SCALE: AS NOTED O� N. FE FIRST FLOOR LIGHTING PLAN FIRST FLOOR LIGHTING PLAN Z 1 SCHREFER- ZAHLER HOUSE 600 Youngs Rd,Orient,NY 11957 ISSUE DATE PRICING SET 5/8/2023 FILING SET 5/15/2023 REVISED PRICING SET 7/31/2023 REVISED FILING SET 12/11/2023 LINEAR LIGHT e-- EXISTING RECEPTACLE l� UNDER CABINET LINEAR LIGHT RECEPTACLE 0 RECESSED DOWNLIGHT GFI RECEPTACLE GFI LEGEND (O SEMI-RECESSED DOWNLIGHT WP RECEPTACLE WATERPROOF WP 0 RECESSED WALL WASHER RECEPTACLE ONE SWTICHED OUTLET EXISTING TO REMAIN (I'� GFI � GFI GFI 04 WALL MTD FIXTURE � RECEPTACLE 4-PLEX JWASHER_Y�DRYER ELECTRIC CAR OVENS n DW --- WALL MTD PENDANT ® FLOOR RECEPTACLE CHARGING _ NEW WALLS CEILING MTD FIXTURE POWER STRIP --- --- - �{� CEILING PENDANT O JUNCTION BOX �--� RECESSED WALL FIXTURE ® SMOKE/CO DETECTOR CEILING GFI_ GRADE UPLIGHT ® SMOKE/CO DETECTOR WALL MOTORIZED GARAGE GFI DOOR OPENER@CEILING EXT.PATH DOWNLIGHT DATA/CABLE/TEL OUTLET ........................................ I REF. -� - TRACK LIGHT THERMOSTAT coo OP TRACK WALL WASHER - DOOR BELL Ff} SWITCH ®-- CHIME GIFI 3-E9- SWITCH,3-WAY DJS DOOR JAMB SWITCH - 4-fl- SWITCH,4-WAY GFI J _ D-69- SWITCH,W/DIMMER - I ERV f9ERV BOOST(SEE MECH) I vF I I - I GFI i I 4-4 WP WP O I i - SOLAR PANEL ARRAY ON ROOF OFSCREENEDPORCH RYALL SHERIDAN CARROLL ARCHITECTS 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 646-809-4343 www.ryalisheridancarroll.com PROJECT#: 2211 DRAWN: NCC RY' CHECKED: WR !i PRINTED: 12.11.2023 19 SCALE: AS NOTED ® %9 FIRST FLOOR POWER PLAN 1 FIRST FLOOR POWER PLAN z PLUMBING RISER DIAGRAM PLUMBING NOTES FIXTURE COUNTSCHREFERM 1. INSTALLATION: ENTIRE INSTALLATION SHALL COMPLY WITH THE LER OUSE # DRAIN UNITS 3" ; 3" ; 2020 RESIDENTIAL CODE OF NY STATE.PLUMBING CONTRACTOR SHALL VTR: VTR PROVIDE ALL NECESSARY MISCELLANEOUS ITEMS,WHETHER FIXTURE QTY TOTAL I SPECIFICALLY INDICATED OR NOT,TO RENDER A COMPLETE PLUMBING P1 LAVATORY 2 1 2 I INSTALLATION. P2 WATER CLOSET 2 4 8 � I P3 TUB 1 2 2 600 Youngs Rd,Orient,NY 11957 2. COORDINATION: PLUMBING CONTRACTOR SHALL COORDINATE P4 SHOWER 1 2 2 INSTALLATION OF ALL NECESSARY GAS&WATER SUPPLY TO ALL ISSUE DATE P5 KITCHEN SINK 1 2 2 ' FIXTURES&APPLIANCES P6 DISHWASHER 1 2 2 PRICING SET 5/8/2023 � I ------------------- ---- r------------------------------------T---------------------------------------------------- ' FILING SET 5/15/2023 3. INSULATION:ON ALL HOT WATER SUPPLY&COLD WATER SUPPLY P7 WASHING MACH. 1 2 2 ' I I I REVISED PRICING SET 7/31/2023 1 I SH N —� PROVIDE 1/2"THICK FOAM RUBBER LOW PRESSURE PIPE INSULATION. P8 HOSE BIB 4 LAV I ( MCH N 2 SINK I LAV I 1 SEALALLJOINTS OFINSULATION W/TAPE&ADHESIVE. P9 OUTDR SHOWER 1 - - i REVISED FILING SET 12/11/2023 ' WC [DW WC ' 20 SHWR TUB 4. CLEAN OUTS(CO):CONTRACTOR SHALL PROVIDE SANITARY FIRST FLOOR DRAINAGE CLEANOUTS AS SHOWN ON THESE PLANS&WHEREVERE ELSE 2" 2" 3" 1 1/2" 1 1/2" 3" 2" NECESSARY TO COMPLY WITH RESIDENTIAL CODE OF NEW YORK STATE. 2" 1\ 5. GUARANTEE:PLUMBING CONTRACTOR SHALL FULLY GUARANTEE \ \� THE ENTIRE PLUMBING INSTALLATION FOR A PERIOD OF ONE YEAR FROM PRIMARY BATHROOM LAUNDRY RM KITCHEN GUEST BATHROOM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AGAINST ALL EVIDENCE OF IMPERFECT WORKMANSHIP. WORK FOUND TO BE DEFECTIVE DURING LEGEND C.O. C.O. THIS PERIOD SHALL BE REPLACED PROMPTLY WITHOUT COST TO THE TO SEPTIC SYSTEM OWNER. SEE ENGINEER'S DRAWINGS H.T. 4, 4 C.O. RYALL SHERIDAN CARROLL ARCHITECTS 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 646-809-4343 www.ryalisheridancarroll.com PROJECT#: 2211 DRAWN: NC CHECKED: WR r PRINTED: 12.11.2023 �\ 9A �"O. 0351310 SCALE: AS NOTED OF N r .• KQ � PLUMBING NOTES, SCHEDULES, AND RISER DIAGRAM SCHREFER- ZAHLER HOU 600 Youngs Rd,Orient,NY 11957 ISSUE DATE PRICING SET 5/8/2023 FILING SET 5/15/2023 REVISED PRICING SET 7/31/2023 REVISED FILING SET 12/11/2023 P8 LEGEND EXISTING TO REMAIN P8 P7: P5 P6 — i NEW WALLS 00 OO - - .1 ——� fpl P2 { NEW FIXTURES ON EXISTING SHOWER HEAD- - PLUMBING LINES THERMOSTATIC VALVE- =0 P4 P4 ——— P3 P2 T a P1 P8 i P8 — 0 SEPTIC 0 SYSTEM RYALL SHERIDAN CARROLL ARCHITECTS 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 646-809-4343 www.ryalisheridancarroll.com PROJECT#: 2211 _ � [2ED C DRAWN: NC ������p1 CHECKED: WR 1 PRINTED: 12.11.2023 AT 4'0, 0150N� SCALE: AS NOTED Op N FVJ FIRST FLOOR PLUMBING PLAN FIRST FLOOR PLUMBING PLAN Z 1 1/4" == 1' C GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED SJ -S PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE STEEL DECK NOTES 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE . ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REGULATIONS. AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. D i La nd ro 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE UN Andrews YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 (UNCOATED _ .� e n g i n e e r i n e CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS, 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM PRESSURES SPECIFIED IN SECTION 1609. A. FORMED WALL 2"BACKFILL SIDE. '/4" FRONT SIDE BEAD ALONG THE MEMBER LENGTH. STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" Southampton, N.Y.11968 FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL Office: (631)259-3959 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP, 3"BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING 3. LOADS: D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, A. FLOOR LIVE LOAD: 40 PSF UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal B. ROOF LOADS: SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL LAMINATED VENEER LUMBER LAMINATED 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE PROVIDE A 113-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT SNOW: INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE OF NEW OCCUPANCY CATEGORY 1I SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. Q'� NENRy '1'0 GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING O O 2 �0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8 DIAMETER PUDDLE WELDS AT 12 ON CENTER UNLESS m °C THERMAL FACTOR,Ct 1.0 '� i-- MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH IMPORTANCE FACTOR,Is 20 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A �� 097201 FLAT ROOF SNOW LOAD,Pf 20.0 PSF BELOW,UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF 3'-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU ARO N0- FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH FESSIO C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME USAGE 28 DAY MAX AGG. WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS STRUCTURAL LUMBER (LSL) SHALL BE TIMBERSTRAND AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS, MAY BE USED.FASTENERS SHALL WITH ASCE 7,SECTION 6.5,METI�IOD 2 ANALYTICAL PROCEDURE STRENGTH(PSI) SIZE .BY WEYERHAEUSER UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY II A. SLAB ON GRADE 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.DxW2.0 IN ALL TOPPING 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1° SLABS UNLESS OTHERWISE NOTED. DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF IMPORTANCE FACTOR,Iw 1.0 C. PIERS 4000 S.C. 1" INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING WALLS 4000 S.C. 1" 12. PROVIDE #4 AT 12" CENTERS MINIMUM EACH WAY TOP IN ALL HOUSEKEEPING 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FB(FOR DEPTHS< 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN 3'-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURIE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTDJN MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOTS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER LU NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF I- 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST O ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -J LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING ry 7. THE METHODS, PROCEDURES., AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE D SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE - 3" TO 5" 4. WOOD SILLS TO BE (1)2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. BW BOTH WAYS SPEC SPECIFICATION LONG MINIMUM AT Y-0" O.C. AND P-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL V CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER CL BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL f- APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL U)POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, _I CIP CAST IN PLACE TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING & NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500. GRADE B(FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING LIJ DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE 2 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554 GRADE 36 W z ( ) DIA DIAMETER TOW TOP OF WALL OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL I-- r n STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED I- V 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2" x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK. AND VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH TO CONSTRUCTION AND PRIOR.TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED Q I` ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM O L') THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE 0) 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER fy_ r CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER w SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL rn ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT V z OBLIGATES HIMSELF TO ANS' JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH z ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST O z SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U LV PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT W O �/ ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD o C ) O DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL 0 16. ANY DEVIATION FROM THESF, PLANS WITHOUT THE WRITTEN CONSENT OF THE 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING JOISTS,RAFTERS AND STUDS: APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING MC MOMENT CONNECTION Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH) NO2IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS . . REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE No. Date Description FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 12/11/23 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. FV(BASE)= 180 PSI OC ON CENTER 2 E(BASE)= 1,600,000 PSI 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4ON. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT STRENGTH OF THE SEC TI - ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE UMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL TI MECHANICAL CLEARANCES. PL PLATE 5 "/--/-- CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19/o OR LESS. --- SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE PLF POUNDS PER LINEAR FOOT 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP I.E. POSITIVE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PLWD PLYWOOD W QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PERS SQUARE FOOT ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. Q Designed By : NM CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : NM GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 12/11/2023 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS Scale: AS NOTED RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN 3'-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-011 ON CENTER IN EACH DIRECTION. SHEATHING PANELS: S 0 AIM'% 0 COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4 TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. NOTED; KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. INDICATED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT T-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# 7 DiLandro Andrews Engineeringg LEGEND 158 County Rd. 39, Suite 10S-200 14"WIDE CONTINUOUS 4" Southampton, N.Y.11968 CONCRETE SLAB REINFORCED Office: (631)259-3959 WITH WWF 4X4 W-2.OxW-2.0 FOR Info@DiLandroAndrews.com - INDICIATES FOUNDATION WALL. 4000 STAIR STRINGERS TO LAND ON PSI COMPRESSIVE STRENGTH MIN. Professional Seal - INDICATES FOUNDATION WALL SHELF, SEE DETAILS FOR SIZE OF New eNR 0 - INDICATES TOP OF SLAB ELEVATION FROM DATUM ELEVATION EXISTING FOUNDATION WALL AND FOOTING. CONTRACTOR TO VERIFY MINIMUM OF FOOTING WIDTH OF 18" F2.0 7201 [-X'-XX"] - INDICATES BOTTOM OF FOOTING AROFESSII EL. FROM DATUM REMOVE EXISTING SLAB 0 TO ACCOMMODATE NEW i I FOOTING INSTALLATION. I - INDICATES CONTINUOUS/ISOLATED REPLACE SLAB IN KIND FOOTING, 4000 PSI COMPRESSIVE F2 0 PROTECTAND MAINTAIN STRENGTH MIN. EXISTING FOUNDATIONS 0 O - INDICATES 12" SONOTUBE w/ BF 28 BIG F=OOT FOOTING, 4000 PSI COMPRESSIVE STRENGTH MIN. CONTRACTOR TO CONFIRM EXISTING FOOTING IS 2'-0' SQUARE MINIMUM. CONTACT EOR NOTES: IF FOOTING IS SMALLER 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 4X4 W-2.OxW-2.0, OVER 1 OMIL VAPOR BARRIER F2.0 F2.5 F2.5 F2.0 F 0 0 CONTRACTOR TO CONFIRM III EXISTING FOOTING IS 2'-6' r6 SQUARE MINIMUM. CONTACT EORS-200 � IF FOOTING IS SMALLER ( ! - - z 0 r) W 0 LL 6 NS-2E) 7 S-200 600 q\:eS-2 6-22 6-21" 2 MPB66Z POST BAS BY SIMPSON < 5 OR APPROVED EQ L IAL 0 14"WIDE CONTINUOUS 4" S-200 rCONCRETE SLAB REINFORCED F3.5 F3.5 4 01 WITH WWF 4X4 W-2.OxW-2.0 FOR 3]3 U) STAIR STRINGERS TO LAND ON I I (D Z Z 8'-5" 71-6" 5'-2" 0 Z W Lu C:) 0 C:) W C.0 0 FOUNDATION PLAN Revisions SCALE: 1/4"= 1'-0" No. Date Description 1 12/11/23 FOR PERMIT 2 3 4 5 1-4-4-- Designed By : NM Drawn By : NM Checked By : AA Date : 12/11/2023 Scale: AS NOTED S � i 00 �et# ,mow DiLandro - ' Andrews ---+==i- Engineering 8 \ 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 3 2x10 O 2 2x10 Office: (631)259-3959 2B-16 ® 2B-16 Info@DiLandroAndrews.com U O ao Z WOOD STAIRS BY OTHERS Q ~ 2x12 LEDGER FASTENED Q w z Professional Seal AT 12"O.C.W/(2) LEDGER 06 o LOK FASTENERS N (3 OF NE�V --------------------------------- o ,� Y Lal_E1 -- --------- —�-- --- �Q' NENRY 01 W N �f_ I W I I PROTECT AND MAINTAIN EXISTING SLAB ' )7201 / 2 0 \ XIST TO REMAIN F Nps j AT 1 "o.c. EXIST TO REMAIN 3700 1B-0s ESSIO r- 1B-12 J� 3600 3600 x m I I II N I I o I I r I I Q�Q ell* (2) 1 3/4x 9 114 L L Cj 07 I I � WOOD STAIRS BY OTHERSU c — — I I � I � N I I N I I I WI I I I I I I I I 1ST-T_ REMAIN n. EXIST TO REMAIN 3 -3/4x-911/4 LVL a 002 1 4x 9 1/4 LVL 600 (� EXIST TO REMAIN • I - JI O 1B-05 J�O 8400 18-10 J_70Q_ 4100 1 B-09- (4)1 3/4x 7 1/4 LVL J_t�O IB-05 — — — — — — — ❑ J Q Z x J Z � G,7 ry J O o ¢ ¢�CONTRACTOR TO VERIFY EXISTING J -� S 2x12 LEDGER FASTENED ❑ �- AT 12"O.C. W/(2) LEDGER N FRAMING CONDITIONS N FIELD. LL v' AT EOR IF VARIE S FROM PLAN x v rn N 2 FASTENERS w w � X m LOK FS '^ X aM \ M en \ � ^ J _ � o M M Q t • N O .p0 I...� LL • o N � v N 2 1 3/4x 9 1/4 LVL 66 ¢¢AVL o`2 \ ¢ 2 2x10 N N 1 B-03 0 rtSBt F— Q x O O (2)2x10 (2)2x10U) 1B-15 ®O _j � 0 00 wN r �- N x N � WOOD STAIRS BY OTHERS / 11 7/8 TJI 360 AT 1 "o.c. Q LOOM r 6x6 POST WITH SIMPSON r ECCU 3/4 COLUMN CAP OR rr nn APPROVED EQUAL V Z Z OPPED x14 PSL SL2 7 9400 IB-14 9400 H HDU-5 INSTALLED TO SIDE OF DROPPED BEAM WITH ANCHOR O Z L5x5x5/16 GALV STEEL ANGLE ROD THROUGH 7x11 7/8 PSL FIRST FLOOR FRAMING PLAN U W W/(2) 3/4x BOLTS INTO (SEE DETAIL 8-S/300).TYP. W 3.5x 11 7/8 PSL SL2 ry SCALE: 1/4"= V-0" DROPPED BEAM AND (2) 3/4" BOTH SIDES 0 0 BOLTS INTO 7x11 7/8 PSL,TYP. BOTH SIDES 0. MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW 0 (FT-KIPS) +41GO Revisions BEAM MATERIAL 5h � - INDICATES STEEL COLUMN ABOVE i BELOW No. Date Description BEAM SIZESPAN DIRECTION )°G"\c 1 12/11/23 FOR PERMIT NOTES: ��– - INDICATES STEEL COLUMN ABOVE RAFTER PITCH EXTENTS OF `a� :b*;Cj 2 --/--/-- --- -- - - ---- DIRECTION o FRAMING �c�co+ ® - INDICATES WOOD POST BELOW ® - INDICATES LOAD BEARING WALL BELOW 3 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. ® (2) 1 3/4x 117/8 LVL ,-,�� `4° a ® -INDICATES WOOD POST ABOVE/BELOW C - INDICATES LOAD BEARING WALL ABOVE 4 3700 2B-01 N 5 --/--/-- ---- 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END REACTIOa ❑ -INDICATES WOOD POST ABOVE 0 -INDICATES SHEAR WALL SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) L MOMENT \ `�-JOIST/RAFTER 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. Designed By : NM BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER COLUMN OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : NM 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAMS / HEADERS JOIST/ RAFTERS COLUMN / POST WALL Checked By : AA 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. FRAMING LEGEND Date : 12/11/2023 Scale: AS NOTED HEADER SCHEDULE H-1 - INDICATES HEADER TO BE(2)- 1 3/4x7 1/4"LVL H-2 - INDICATES HEADER TO BE(2)- 1 3/4x9 1/4" LVL Ss 10 1 H-3 - INDICATES HEADER TO BE(2)- 1 3/4x11 7/8" LVL Sheet# DiLandro 7 � A Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 IInfo@DiLandroAndrews.com U1500 ECT AND MAINTAIN EXISTING CJ Professional Seal AT 1 " O.C. 'SOF NEWY EXIST BEAM 4 2x10 MIN 1500 �P ENR RB-1 — — 0 m "-------------' c.� FO �9720� i N A9�FESS10 WI zI �l j�ZI U N r N cth N :teM UON 0 Z V 9 Yd------•--------- � XX X J�X 9N I J14 M QZFw¢- IcQD"_ - I F- QIN N N X N I dLI U Uj I C1I I I " PROVI E�LSTA30 S PPING_B F SIMPSON STRONG E AT EACH v' TO CO N�CT THE ON EACH W I SIDE 0 1�HE NEW AM z o 4500 3/4x9 1/4 LVLT— 240 4510 I (3)(1 3/4x 9 1/4 LVL w/(2) 1/2"x "`STPLS ( X400 RB-23 Q II RB-22 I\ I j CONTRACTOR TO VERIFY EXISTING 2 2x10 z �o0 3/4x9 1/4 LVL I �I FRAMINGCONDITIONS IN FIELD. J I c�I CONTACT EOR IF VARIES FROM PLAN I N r Ln o U I Fcd ¢ O c F M J -i J <�1- J J W W I ziQ ZLL N Q M CO M O M M o Qr r r d r r QI N CU U03 ilOrr ---- W O O I I qE= F77 I, ii ,I Q � O LO 47 U) Z Z Z O z CE WLFRA NG PLAN 0 o Of_ SCALE: 1/4"= V-0" O 0 W CD O 0- Ii MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) +� Gp� Revisions BEAM MATERIAL - INDICATES STEEL COLUMN ABOVE/BELOW � No. Date Description BEAM SIZE SPAN DIRECTION ` �hGJ _ INDICATES STEEL COLUMN ABOVE 1 12/11/23 FOR PERMIT NOTES: `� GJ 2 --/--/-- RAFTER PITCH EXTENTS OF �� 1. 1&SW-X- INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. 1 DIRECTION--� ao FRAMING ���� ® - INDICATES COLUMN BELOW ® -INDICATES LOAD BEARING WALL BELOW 4 PROVIDE-1 THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO ® (2) 1 3/4x 11 7/8 LVL r-,©� Z - INDICATES COLUMN ABOVE/BELOW C -INDICATES LOAD BEARING WALL ABOVE BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH 300 26-01 �+ 5 SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTION ❑ - INDICATES COLUMN ABOVE -INDICATES SHEAR WALL (LBS-WOOD) LLL MOMENT �`—JOIST/RAFTER WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. (KIPS-STEEL) CONNECTION TYPE. &SPACING 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL I L COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By : Y NM SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM Drawn By : NM 3. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST/ RAFTERS COLUMN / POST WALL Checked By : AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 12/11/2023 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 - INDICATES HEADER TO BE(2)- 1 3/4x7 1/4"LVL H-2 - INDICATES HEADER TO BE(2)- 1 3/4x91/4"LVL Ssl H-3 - INDICATES HEADER TO BE(2)- 1 3/411 7/8"LVL L_ Sheet# _j HD SW-1 (CONTINUOUS ABOVE/BELOW OPENING) HD DiLandro 74nn Andrews 30 RAm Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 C.4 Office: (631)259-3959 HATECT AND MAINTAIN EXIST 2X6 1 Info@DiLandroAndrews.com U) AT A)"o.c. P IF,..@T AN I'MAINITAIN EXIST 2x6 RR sop, At 16"O.C. 0? Professional Sea[ r HD 7 D OF NEI ,I,D _(3)=j=XWj 14 L I SW-3 1A I i 11 A. 1 3/4x 1. \/ H-2-1 ENR Z------------ 00 co H D co 0m cc -- ---------- -------- ----------- 0 _j I >-------------­------------ 7 M C14 Fp R > 9 SS1 C) 9 x 2 CN _j _j 0 to x < M x x x (2) 5 1/2 LVL > < C14 U) C�. 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SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION 0 FRAMING PROVIDE-1"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO (2) 1 3/4x 11 7/8 LVL C111 - INDICATES COLUMN ABOVE BELOW E: D -INDICATES LOAD BEARING WALL ABOVE 4 2 BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH 133700 2B-01 C,4 5 SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACI - INDICATES COLUMN ABOVE - INDICATES SHEAR WALL (LBS-WOO 11� MOMENT D) 'ION JOIST RAFTER 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. Designed d By SHEET S-300 FOR SCHEDULE. BEAM NUMBER L COLUMN NM OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : NM 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. Checked By : AA BEAMS HEADERS JOIST RAFTERS COLUMN POST WALL 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date 12/11/2023 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 - INDICATES HEADER TO BE(2)- 1 3/4x7 1/4"LVL H-2 - INDICATES HEADER TO BE(2)- 1 3/4x9 1/4"LVL S � l 03 H-3 - INDICATES HEADER TO BE (2)- 1 3/4x11 7/8"LVL Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OFTYP. LAP TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 UNCOVERED), FILL W/SPECIFIED 6" 6" (TYP.) 01 11 10 10 JOINT FILLER IN ACCORDANCE W/ 1"PREMOLDED TONGUE STOP REINF. SHORT OF MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE CORNER BAR SIZE AND DI La nd PO SPACING TO MATCH : Andrews HORIZ. REINF. Engineering — m 0,. OPENING ¢a TYi5 158 County Rd. 39, Suite 10 4011= 01: Southampton, N.Y.11968 68 T_ Office: (631)259-39591 1 Info@DiLandroAndrews.c om NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING VA SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS DIAGONAL BARSOF NEw TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL Second Pour First Pour ,�� y0 (2)-BARS @EACH FACE OF (2)#5 BARS AT EACH TYP LAP �Q' NENRy .p o! WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 O WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB FACE OF WALL AT JOINT. SEE NOTE 7 0 z NOSING BAR EDGE W/-'" RADIUS TOOLm °C VAPOR RETARDER, SEE PLAN FOR g 4 CONSTRUCTION JOINT, 6„ 6„ LAP EDGES 24"AND TAPE, REINFORCEMENT w 1'-0" SEE PLAN FOR CHANGE CENTER 2x4 KEY ON WALL F� �9720� OMIT AT EXTERIOR SLAB'S W NOTES: SHRINKAGE CRACK � MIN IN ELEVATION A9�FESSIONP� 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING.AT SLABS USE#5 BARS. — F- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT - CIRCULAR OPENINGS 12"AND LARGER. _ _ 1 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. I—I 2 0 I TT T—"�I TTT ' 2 PIER, IF REQUIRED TYPICAL SLABIWALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT PROVIDE CONT. CHAIR AT REFER TO GEO TECH. III—I I Ti 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. i— S-200 SCALE: N.T.S. SHOWNREINF.AT EL. SHOWNOTE: GRANULAR SUB-BASE NATURAL"CUT"GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAIN. TYPICAL SLAB O N GRADE DETAIL 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING 1 HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. • o S-200 SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. FLOOR FRAMING, SEE PLAN FLOOR FRAMING, SEE PLAN 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° J 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o W CONCRETE WALL CONSTRUCTION DETAIL 0 3 z z O S-200 SCALE: 314"= 1'-0" O 2X BLOCKING AT 16"o.c.AND — — F— AT ALL POST LOCATIONS I—III Q TYP• (2)-#5 CONT.TOP AND BOTTOM 0 0 CONNECT P.T. PLATE TO FOUNDATION WALL z Wil W/4"0x12"LONG ANCHOR BOLTS AT 3'-0"o.c. POST, SEE FRAMING PLAN W O CENTER a #5 BARS @ 18"o.c. HORIZONTAL AND VERTICAL LL LINE 0'-2"CLR #5 DOWEL AT WALL SPACING w/0'-10" HOOK, SIMPSON CPT66Z COLUMN/PIER/OR GRADE 0 LAP 48 BAR DIAMETERS WITH VERTICAL BARS POST BASE (2)-1/2"0 ANCHOR BOLTS ADHESIVELY EMBEDDED 5"W/ BEAM TO BE CENTERED ON TOP OF WALL SECTION U 2x4 KEY SLAB ON GRADE, o o JOISTS PARALLEL TO WALL Z , � � SIMPSON SET XP EPDXY o SEE PLAN FOR REINFORCEMENT C I I COLUMN/PIER/OR GRADE M 1111=_I�- 12"0 SONOTUBE BEAM (n ( I x x x x U W z iw I I PIER/COLUMN o (3)-#5 DOWELS AT Ye REINFORCEMENT IF REQ'D a W/0'-8"HOOK U!C► Fl jI • e " PREFORMED EXPANSION MATERIAL 0 Q 018 zIW ( FOOTING TOP (3)-#5 CONT. BOTTOM OF FOOTING U_ BF28"BIG FOOT Q Ln ~Oi� REINFORCEMENT IF REQ'D, #5 HORIZONTAL AT 18"o.c. FOOTING" O Ot SEE SCHEDULE 0'-6" 0'-8" 0'-6" _ C') LL BOTTOM OF FOOTING o a — EL. = SEE PLAN 1�-8 in r `� �- c� ® z z ® 4 TYPICAL FOUNDATION WALL DETAIL SONOTUBE FOOTING DETAIL ~' 7 O FTG. BOTTOM REINF, S-200 SCALE: -0" S-200 _ W U p SCALE:3/4 - 1 0 U SEE SCHEDULE c7 W W N 1.L Z °0 c � O 0 o BOTTOM OF FTG. EL., � � a NOTES: SEE PLAN w W TYP.OH11 TI H��IT1270+HAS 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS W/SCREEN TUBE Revisions ISOLATED FOOTING SCHEDULE No. Date Description BEARING CAPACITY OF SOIL= 3000 PSF 1 12/11/23 FOR PERMIT ALLOWABLE SIZE REINFORCEMENT 2 -4-4-- ---- 3 -_/__/_- CALLOUT AXIAL LOAD LEN,3TH WIDTH THICKNESS LENGTHWISE WIDTHWAYS ADDITONAL INFO. ---- F-3.0 24 KIPS "-0" 3'-0" 1'-0" (3)-#5 (3)-#5 4 F-4.0 40 KIPS 4'-0" 4'-0" 1'-3" FOOTIN 5(5)-#5 (5)-#5 0 F-5.0 73 KIPS 5'-0" 5'-0" 1'-3" (7)-#5 (7)-#5 c� F-6.0 100 KIPS 6'-0" 6'-0" 1'-6" (8)-#5LO o Designed By : NM F-7.0 135 KIPS 7'-0" 7'-0" 1'-6" (6)-#7 (6)-#7 W a# 5 DOWEL @ 12"O.C., F-8.0 177 KIPS 8'-0" 8'-0" 2'-0" (7)-#7 (7)-#7 TYP. HILTI HIT-270+HAS Drawn By : NM F-9.0 218 KIPS 9'-0" 9'-0" 2'-0" (8)-#7 (8)-#7 W/SCREEN TUBE Checked By : AA F-10.0 270 KIPS 10'-0" 10'-0" 2'-0" (10)-#7 (10)-#7 5" 5" Date : 12/11/2023 5 TYPICAL ISOLATED FOOTING DETAIL Scale: AS NOTED S-200 SCALE: N.T.S. WALL ADD CONCRETE S �200 6 TYPICAL FOUNDATION DOWEL DETAIL S-200 SCALE: 3/4"= 1'-0" Sheet# CONNECT ROOF BEAM TO TOP OF POST W/ -- Z (2)-SIMPSON 1v1TS16 TWIST STRAPS, —ROOF BEAM, SEE PLAN a FOR SIZE AND LOCATION ALTERNATE SIDES OF POST w w FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Di La nd ro WOOD POST, SEE PLAN —' . r DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS �. Andrews CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF J Engineering POST/STUD BLOCKING AND LOCATION RAFTERS ON - - ROOF FRAMING CV A RAFTER TO TOP PLATE,TOE NAILED BELOW W/CS16 _ OPPOSITE SIDE OF r? 0 1/2"0 A307 THRU-BOLT 3)8d PER RAFTER 158 County Rd. 39, Suite 10 COIL RAP RIDGE W/SIMPSON 0'-6" 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP Southampton, 968 O O SEE PLAN FOR SIZE& Office: (631)2599-395-3959 QUANTITY CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP Info@DiLandroAndrews.com Z ROOF RAFTER AND ROOF COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM,SEE RESPECTIVELY,AND ARCH. ROOF RAFTERS TO RIDGE Professional Seal PLAN FOR SIZE DWGS. FOR PITCH A 1/2"0 A307 THRU BOLT W/ TOE NAIL 4 16d PER RAFTER Cv WASHERS @ 16"O.C.W/ FACE NAIL (2)@ EACH END (3)16d O BLOCKING TO MATCH WALL FRAMING PER RAFTER �Q��NE R W y WOOD POST ABOVE CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT HEADER WITH SIMPSON 17TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE MTS30 TNIST STRAP 2x BLOCKING FACE NAILED BETWEEN RAFTERS MULTI—MEMBER CONNECTION DETAIL STUD, NA 16d 16"O. .AL NG EDGES 4 TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 CONNECT HEADER/BEAM �2!/� 5-300 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT �`� �972�1 d TO POST/JACK AND KING J CONNECT RAFTERS TO TOP SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT DOUBLE TOP PLATES END NAILED (2)16d AROFESStONP� STUD W/SIMPSON OF WALL W/SIMPSON TS12 12"OC . . STRONG TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END JOINTS,FACE NAIL IN LAPPED AREA (g)16d TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE CONTINUOUS HEADER TO STUDTOE NAILED 8 LVL GIRDER APPLICATION FACEMOUNT HANGER FOR , (a) d TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER TOE NAILED 4)8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 gd EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER SIZE AND LOCATION JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE TOE NAILED (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDERMOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE IN HD DOWNS AT ALL SHEAR WALL END SHEAR WALL J SHEATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE NAILING PER NAILING PATTERN SHEATHING PANEL EDGE ANCHOR HOLD DOWN "A". SEE SCHEDULE NAILING PER NAILING PATTERN o SCHEDULE TO THE TOP FLANGE "A". SEE SCHEDULE SHEAR WALL END POST, SEE SCHEDULE OF STEEL BEAM W/ o W CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE THREADED ROD Q MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE I I MATCH FLOOR JOIST DEPTH THREADED ROD I I _z CONNECTING I SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS t I C NAIL BOTTOM AND SHEATHING SPACING NAIL BOTTOM AND SHEATHING SPACING THROUGH FLOOR I I G TO BLOCKING PER NAILING SEE SCHEDULE I I wQ PATTERN"B"SEE SCHEDULE TO BLOCKING PER NAILING —' J SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE H NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN F— "A"SEE SCHEDULE "A"SEE SCHEDULE 0 STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWN AT SIMPSON HOLD DOWNS AT AT FLOOR LEVELS ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. AT STEEL BEAMS NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE BLOCKING PER NAILING � BLOCKING PER NAILING ° A PATTERN"B"ON SCHEDULE B PATTERN"B"ON SCHEDULE (2)-2x TOP (2)-2x TOP SOLID LVL SOLID LVL LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING Q BETWEEN I-JOISTS BETWEEN 1-JOISTS Q THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD O C3� DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE 00 Cm I Co la aLr— SCHEDULE SCHEDULE SIMPSON HOLD DOWNS r SIMPSON A34 FRAMING SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SHEAR WALL END POST, ANCHOR, PROVIDE(2)- ANCHOR, PROVIDE(2)- SEE SCHEDULE POSTS, SEE SCHEDULE SEE SCHEDULE (D >— SIMPSON HOLD DOWNS AT ALL SHEAR /, ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR o ANCHORS PER LVL BLOCKING z z /� WALL END POSTS, SEE SCHEDULE LVL BEAM SEE PLAN ANCHOR HOLD DOWN WITH Ile WALL END POSTS, SEE SCHEDULE (3)-PLY MIN. o THREADED ROD THROUGH DOWNS AT SIMPSON OLD O MIDDLE PLY OF LVL BEAM SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE o ALL SHEARWALL z 2x BLOCKING,TYP.AT ALL NAILING, PER PATTERN END POSTS, SEE ~ >- L1J PANEL EDGES NAILING, PER PATTERN PANEL EDGES "A"ON SCHEDULE7 1:1ft SCHEDULE W "A"ON SCHEDULE W O SHEAR WALL END POST, WALL SHEATHING SB ANCHOR BOLT BY Cfl O SHEAR WALL END POST, WALL SHEATHING SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR SEE SCHEDULE PANEL, SEE SCHEDULE n- SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 APPROVED EQUAL AT ALL SHEAR WALL END ON SCHEDULE AT ALL SHEAR WALL END o ON SCHEDULE AT HOLD DOWNS AT ° POSTS, SEE SCHEDULE FOUNDATION Revisions POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL LEVEL, SEE SCHEDULE TOP OF FDN. WALL OR TOP OF FDN.WALL OR PLATE RECESSED AND DETAIL 2/S-301 No. Date Description HAUNCH SLAB . =. A HAUNCH SLAB INTO LVL BEAM 112/11/23 FOR PERMIT DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 2 --/--/-- ---- AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT LVL BEAMS AT FOUNDATION LEVEL 3 --/--/-- AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL WALL OR HAUNCH FOUNDATION WALL OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH SLAB 4 --/--/-- SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS r7 TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS $ TYPICAL HOLDOWN CONNECTION DETAILS Designed By : NM S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" Drawn By : NM Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPS014 HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: Date : 12/11/2023 MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL CAST IN PLACE A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED HAUNCH SLAB EDGES TO VERT. 2x BOT. AND FLOOR ANCHOR ANCHOR END POST SCREWS SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD THICKNESS BOTH SIDES OF WALL STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATIOO N/ EMBEDMENT /SOLID WOOD OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED SW-1 REFER TO 1/2" N "Q1x12" LONG ANCHOR 10d AT 6" O.C. 16d AT 6"O.C. HDU2-SDS2.5 SB 5/8x24 18" (14) SDS 4 x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. AWNWIL FRAMING PLAN BOLTS AT 4'-0"o.c. (2)-2x SW-2 REFER TO 1/2" N z"Q1x12" LONG ANCHOR 10d AT 4" O.C. 16d AT 4" O.C. HDU5-SDS2.5 SB 5/8x24 18" (14) SDS 4 x 22 6 �300 FRAMING PLAN BOLTS AT4 0 oc (2)-2x 9 SHEAR WALL SCHEDULE AND NOTES SW-3 REFER TO 1/2„ Y �Z"0x12" LONG ANCHOR 10d AT 6" O.C. 16d AT 6"O.C. HDU8-SDS2.5 SB 7/8x24 18" (14) SDS 4 x 22 FRAMING PLAN BOLTS AT 4-0 O.C. (3)-2x S-300 SCALE: N.T.S. Sheet# SB ANCHOR BOLT BY D d nd ro NG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG TIE OR ,' ,.IMPSON STRONG-TIE O HURRICANE STRAP HURRICANE STRAP RIDGE STRAP APPROVED EQUAL E n g i n e e r i n g MODEL#CS16(TYP.) MODEL#H8(TYP.) MODEL#LSTA30 U-13" MIN. EDGE DISTANCE ('16"O.C. MAX SPACING) (16"O.C. MAX SPACING) 4 158 County Rd.N.Y.1Suite 96810 Office: (631)259-3959 o #5 BAR CONT. ° Info@DiLandroAndrews.com °o ° a FOUNDATION WALL FOUNDATION WALL ° MIN EMBEDMENT, SEE SHEAR ih OR STEM WALL .° OR STEM WALL Professional Seal WALL SCHEDULE ON S-300 ° Z 4" 16" 16" — U-134' MIN. EDGE DISTANCE 5 riN „P„ SEE PLANS SEE PLANS OF NE 0'-6"MIN FOR SB5/8x24 W N FOR STEEL FOR STEEL �� wY O PLATE SIZE PLATE SIZE 0'-8"MIN FOR SB7/8x24 °a ° ° W o SEE NOTE 3 Q ,tQNa ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE L 0'-44" MIN. (SB5/8 AND 7/8) ° ° STEEL PLATE STEEL PLATE 0 5 MIN. (SB1) - — TO BE FLUSH TO BE FLUSH SECTION PLAN-CORNER 3 WITH WOOD WITH WOOD W FRAMING FRAMING F 0 1 9720 SIMPSON STRONG-TIE SIMPSON STRONG-TIE CORNER NON-CORNER CORNER i A9�FESSIONP� INSTALLATION INSTALLATION INSTALLATION HURRICANE STRAP HURRICANE STRAP 0'_2111 SECTION A-A SECTION A-A MODEL#SSP (TYP.) MODEL#HETA40(TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW N 2 2-LVL 3-LVL MODEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45°TO 935°AS SHOWN) ON TOP OF BOLT o (16" O.C. MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) 45 935/90°/45 935 C WASH(2) ROWS OF 5/8"0 BOLTS W/ ERS STAGGERED AT 16"O.C. NOTES: 1. USE 1 3/4"x LVL AS PER PLANS. ANCHOR BOLT, WI(4) BOLTS AT SUPPORTS,TYP. 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. 2$ TYP. a ` !� ° 3. WHERE CONCENTRATED LOAD EXISTS "P"AND BEAR - •;x f' ': ' ' _ C, ON FLITCH BEAM, LOCATE (3) 5/8"0 BOLTS STAGGERED +' ° AS SHOWN. •• ' • OUTER EDGE OF CONCRETE,TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT E-3 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 TYPICAL FLITCH PLATE DETAIL SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" e e eea U) CL J_ COL.\PIER\FTG. ROUND 4 BARS 6 BARS Q rn X/2 J2 _ 0 W O ft e 6 � e eek � * e_n • e a e e eeee G N Z C 8 BARS 10 BARS 12 BARS C ^' OR MORE C W Q TYPICAL TIE ARRANGEMENT "" INDICATES WHEN 6"OR (•L X LESS OMIT INTERIOR TIE. ~ TYPE MAXIMUM SPACING OF TIES N VERTICAL SIZE AND SPACING OF TIES 0 BAR SIZE #3 #4 #5 COL.\PIER\FTG. #5 10" - - #6 12" - #7 14" TOP OF PIER J #8 16" 16" - 2"CLR. #9 18" 18" - (2)-#4 TIES SET AT 2" #10 18" 20" O.C. AT TOP #11 t 22" 22" Q DOWELS TO MATCH VERT. REINF, SEE PIER #14 t 24" 27" ~ VERT. REINF. SCHEDULE #18 t 24" 30" O INDICATES MAXIMUM SPACING NOT TO EXCEED LEAST DIMENSION OF COMPRESSION MEMBER. U) CONCRETE PIER, SEE t INDICATES#3 TIES NOT PERMITTED (V nn o PLAN AND SCHEDULE z FOR DIMENSIONS NOTES: Z co m 0 1. THE VERTICAL BARS SHALL BE SPACED AROUND THE PERIMETER O Co m FOOTING, SEE FOOTING SO AS TO ACHIEVE APPROXIMATELY EQUAL SPACING Z ;0(n SCHEDULE AND DETAIL U >- W z 2. THE MINIMUM VERTICAL BAR SPACING SHALL BE 1.5 X THE BAR W Q TIES SIZE AS PER"TYPICAL DIAMETER, BUT NOT LESS THAN 1" O Q COLUMN, PIER,AND BUTTRESS W co O TIE DETAILS."PROVIDE (3)-TIES o 3. TIES SHALL BE ARRANGED SUCH THAT VERY CORNER AND 0- SET AT 2"O.C.AT BOT. OF PIER. - ALTERNATE VERTICAL BAR SHALL HAVE LATERAL SUPPORT REMAINDER OF TIES SPACED PROVIDED BY THE CORNER OF A TIE WITH AN INCLUDED ANGLE AS PER"TYP?C��L COLUMN, • • • • • • • OF NOT MORE THAN 135 DEGREES AND NO BAR SHALL BE Revisions PIER,AND BUTTRESS TIE FURTHER THAN 6" CLEAR ON EACH SIDE ALONG THE TIE FROM DETAILS - SUCH A LATERALLY SUPPORTED BAR. No. Date Description I T 1 12/11/23 FOR PERMIT SECTION 4. TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE-HALF 2 A TIE SPACING ABOVE THE TOP OF FOOTING OR SLAB IN ANY 3 PIER SCHEDULE STORY, AND SHALL BE SPACED AS PROVIDED HEREIN TO NOT 4 MORE THAN ONE-HALF A TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT IN SLAB OR DROP PANEL ABOVE. MARK TYPE "X" "Y" VERTICAL REMARKS E-W DIR N-S DIR REINF. P-1 A 1'4" 1'-4" (4)-#8 5. WHERE BEAMS OR BRACKETS FRAME FROM FOUR DIRECTIONS INTO A COLUMN, PIER OR BUTTRESS, TERMINATION OF TIES NOT Designed By : NM MORE THAN 3" BELOW REINFORCEMENT IN SHALLOWEST OF SUCH BEAMS OR BRACKETS SHALL BE PERMITTED. Drawn By : NM Checked By : AA 6. SEE THE GENERAL NOTES ON DRAWING SLO FOR MINIMUM CONCRETE COVER REQUIREMENTS FOR REINFORCEMENT. PIER SECTION DETAILS AND SCHEDULE 4 7. WHERE PIERS ARE ADJACENT TO FOUNDATION WALLS. PIERS Date : 12/11/2023 S-3J� SCALE: 3/4"= 1'-0" ARE TO BE POURED MONOLITHICALLY WITH WALLS, PIER REINFORCING SHALL EXTEND WITHIN 2" OF OPPOSITE FACE OF Scale: AS NOTED WALL. 5 TIE ARRANGEMENT S-301 SCALE: 3/4"= V-0" S �301 Sheet# JOIST DETAILS Plate nail-16d0.135"x 3Y" Load bearing or braced/shear wall ( ) 1Yz'round holes may be cut 16d( " Plate nail, 16d(0.135 x 3 Y") at 12"on-center above(must stack over wall below) Load bearing or braced/shear wall above anywhere in web outside of Plate nail, ent 0.135 x 3 ing When sheathing thickness exceeds Y8", Blocking panel: %"TJ'Rim Board, A L LOWA B L E HOLES - TJI J o l Sts at 16"on-center at 16 on-center 92x_stud wall at Floor panel nail- ® (must stack over wall below when present) ® hatched zone if they are Blocking panel: trim sheathing tongue at rim board 1X4 or 1Y"TimberStrand LSL or No load bearing located 3"away horizontally Web stiffener 16"On-Center 8d(0.131'x 2Y')at 6"on-center ®• Min.distance from Table A Min.distance from Table B (edge-to-edge) 1Ye"TJ®Rim Board, 1t/,; of , TJI Dist. wall above from a larger hole. 1Yz"TimberStrand®LSL o, q Plate nail-16d 0.135"x3/2' Blocking panel:r required on both ( ) Web stiffeners required on ®g p •�:....w,,, ®' sides at A2W ONLY at 16"on-center* q 2x4 minimum Web stiffeners 1Y6 TJ Rim Board, DO NOT TJI joist Sheathing both sides at A3.4W ONLY squash blocks required each side 1y"or 1Y"TimberStrand®LSL cut or notch flange. l� nails, i. i � r DiLandro Floor panel nail- q q 1 I- Andrews 8d(0.131"x 2Y")at 6"on-center* at 4"on-center 2 T "or 1 rand® l-- Ys at B3W ONLY or TJI®jolsWeb stiffeners 6" O °° 0 Ili .x Y Rim-to-joist Web Stiffeners required I 6 E n g i n e e r i n g 1 nail each side at A3._W LSL rim board. B1 B1 W required on both Toe nail, Toe nail, ® Toe nail-10d(0.131" O O sides of both joist 6" L, 2 x D, D, Closely grouped round L2 2 x L2 D2 6" 6" I I %"TJ Rim Board, When sheathing ends at 64W ONLY No field minimu holes are permitted if 158 County Rd. 39, Suite 10 10d(0.131"x 3") 10d(0.131 x 3") 112" x 3")at 6"on-center minimum No field cut Do not cut (A3.1/A3.1 W only) thickness exceeds%'% Web stiffeners re uired DO NOT holes in (applies to all holes the group perimeter g Southampton, N.Y.11968 at 6"on-center at ti"on-center ® min. q End of joists at holes in holes larger ® 1Y4'or 1 Y"TimberStrand LSL. trim sheathing tongue on both sides at B1 W J cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1Y2"in Office: (631)259-3959 TJI rim joist at rim board centerline reinforcement. zones round or square holes. zones cantilever Web stiffener and B2W ONLY required on both Must have 1% minimum Toe nail-10d(0.131"x 3") of support Info@DiLandroAndrews.com r at 6"on-center* Install proper blocking to Blockin anels ma be re required Table A - End Support sides at Al W ONLY g * support all panel edgesBlocking panels may be required with braced/shear g P Y q Al Al W* (A2, A2W* joist bearin at ends.Attach A3 A3.1 A3.2 A3.3 PP P g :B�2 62 q B3 B3W with braced/shear walls above or B4 B4W Minimum distance from edge of hole to inside face of nearest end support rim joist per A3 detail. walls above or below-see detail B1 O O below-see detail B1 O O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.4 A3.4 * DEPTH TJI 2' 3" 4" 5'• 6)z" 7•' 8%" 11" 13" 2• 3•• 4" 5" 6Y," 7" 8%" 11" 13" *For additional installation specifications see Rim Board Details and Installation in A3.1 eA3.2 eA3.3 For additional installation specifications see Rim Board Professional Seal y g A3W O Y W Nall through 2x_cantilever,wood backer andWe erhaeuser installation Guide for Floor acrd Roof Framin ,TJ-9001. W Details and Installation In Weyerhaeuser Installation Guide 1Ya"TJ®Rim Board or 1Y4"or 1Y"TimberStrand® TJI®joist web with 2 rows 10d 0.148"x 3") 110 1'-0° 1'-s" z'-o" 3'-0" 5'-0" ,'-o" 1'-6" z'-s" 3'-s" a'-s" for Floor and Roof Framing,TJ-9001. Blocking 1 ( s3,,, 210 1'-0" r-s° r-6" T-0" V-e° ,'-o° z'-o~ z'-s" a'-o" 5'-0" LSL. Nall with 10d(0.131"x 3')nails,one each at panel nails at 6"on-center,clinched. 230 1•-6" z'-o" 2'-s" T-s" V-6" OF NEj�, P 1'-0" 2'-0" 3'-0" 4'-6" 5'•0" top and bottom flange. Nail to blocking panel with Use 16d 0.135"x 3Y")nails with 3Yz"TJI® 360 1'-s" 2'-0" 3'-0" 4'-0" s'-0" '� 1- ( 1,_6. z,-0. 3,-s., s'_o" 5,•s„ Q, ENR r O connections equivalent to floor panel schedule. joist flange widths. 560 1'-6" 2'-6° T-6" 5'-0" T-0" IT-13" T-0" a'-0" 5'-6" 6'-0~ N 9� 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- 11a"TJ®Rim Board 1Y4"or 1Y"TimberStrand® 110 r-o" r-o" r-6° 7-0" 2'-6" T-0" 6-6" 0" r-s" '-o° r-e" a'-6" V-0" s'-0" reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6" T-o" 2'-0~ T-0" 3'-6" 6'-0" r-0" r-s" r-s" T-0" F-0" V-6" e'-6" O O 9 8"diameter maximum hole for 11/ block. Use 4-0"length maximum for blocking panels 9Y' LSL. Nail with 10d 0.131 x 3" nails, Attach reinforcement to joist 11�/s'• 230 r-o" r-6" r-o" r-8~ T-0" T-6" 6'-6" 1'-0" 2'-0" z'-6" T-s•' V-6" s-s" T-o" 4'0"length of "_ ( ) 2 %4'reinforcement 16"deep blocking panels;6"diameter with 9Y"and 1178"TJI® deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y") 360 r-6" 2'-0" T-0" T-e" 4'-6" 5'-0" T-0" r-6" z'-e" T-6" a'-s" 6'•6" s'-e" T-6" ~ cc 8"diameter maximum hole for on one side at E2, Attach reinforcement to' /nail560 r-s" 2'-6" V-0" a'-0" t,-6" 6'-0" 8'-0" r-s" a-s° a'-6° 5'-6° T-ir' T-s° 6'-o° Web stiffeners 11%e'-16"dee blocking panels; maximum for blocking panels 9Y2" joists. Do not cut flanges. joist at each corner F1 applies to P g P both sides at E3 with one 8d 0.131"x 2Y") 110 r-0" 1'4' ,'-0" r-0" r•6" 2'.0" 3'-0" 5'-6" 1'-0•' 1•-0" 1'-6" 2'-0" 3'-6" 4'-0" 6'-0" 8'-0" q deep or shorter than 12"long. ® ( Horizontal blockinguniform) Fpp 09720 Load from above required on both 6"diameter maximum for nail at each corner y 210 r-o" r-o" r-o" r-s" r-o° z'-s•' 3•-s" s'-o° r-o" r-o° r-o° r-s° a'-o° a'-s" e'-6~ s•-s° F. Do not cut flanges. 1Y"TJ Rim Board 1Ya"or 1/ panels between each loaded joists 14" 230 ,'-0~ r-o" r-o" r-6" z'-s° r-s° a' 4'-0" 5'-0" 7'•0" V-0" RQF NPS' sides at E1 ONLY blocking panels 9Yz"deep or TimberStrand®LSL. Nail with � ' ESSID shorter than 12"long. joist. Nail to top plate with „ only. 360 r-0" r-0" r-6" r-6" T-6" a'-0" 5'-6" 6'•a' r-o" r-6" 7-6" 4'-0" 6'•0" s'-6" 8'-0" 9'-s" 1 ® 10d(0.131"x 3")nails,one 12"length of 34" connections equivalent to Wood D� 'ct` 5so r-o° r-o° r-o" 3'-0" a'-s° 5'-0^ s'-s" s'-o" .- 3'-0" a'-o^ 5'-0° T-0" r-s° 9'-0" 10•-0" Do not cut flanges. 1/a TJ Rim Board or 1Y"or 1Y" ° ® each at top and bottom flange. reinforcement on floor panel schedule. backer aN`��e� Z�`1l 110 r-o" r-o° r-o° v-0" r-0" r-o" r-o° 3•-Ir' S'-o" r-o° 1'-0" r-o° r-s" 3'-0^ 3'-0" 5-s" 7'-s° 10'-0" TimberStrand LSL. Nail with 10d one side at E5, 3 e5 �a�<�eaa5° 210 r-o^ r-o" r-o° r-o" r-o" r-s" r-s" 3'-s° 6-0" r-o° r-o° r-o" z'-o° 3'-0" 3'-6#7� a-o" (0.131"x 3")nails,one each at : : Attach reinforcement to 12"length of/" ti�R` ec c �0 16' z3o 1'-0° r-0" r-0" 1'-0" r-s" r-6" T-0" 4'-0" T-0" r-0" r-0" r-o" z'-o" T-6" 4'-0 s' top and bottom flange. joist web with 3 rows Fuji depth vertical both sides at E6 reinforcement on one side �`�aa���e tir rgo�� iso 1'-0° 1'-0" I' 1'-°" 2'-s" z'-s" a'-s° s'-6^ a'-o" 1-0" t'-o" 1'-s^ 3'-0" 5'-0" 5'-s 10'-.0" . . 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 ° �e�`g `0 560 1-°" 1'-0° r-0" i,-o,, r-6° T-0" 5'-0" T-6" 10'-0^ r-0" 2'-0" Attach reinforcement each joist , , 2x4 minimum � on-center,clinched. Use 2 1 a" s" r• a•' 10" 1r• lay;' 1s/4' a•• s" r' s^ 10" 12" is/<" 1g,/;' to'Dist flange with o 7 " E7 E8 Less than 5" 360 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 9'-6" 1'-0" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" squash blocks I „ 1 9 ').' ct` rows with 9Y and 11/ Less than 5" ® p 8d(0.131"x 2Y")nails at 6" a+`� TJI®joists. 18 mo r-o" r-o" 1'-0" z'-o" 4'-6" T.0" 10'-6" 2'.0" 5'-0" 6'-6° 1Y6' TJ Rim Board or V t� CS Use 2x4 minimum squash blocks to 1Y4"or 1Y"TimberStrand®LSL. Face grain a1�� on-center.When reinforcing E5 E6 /i Gap*: WEB STIFFENER ATTACHMENT 20„ iso r-0" 1'-0" r-o" r-0" T-o" 4'-0" T-o" transfer load around TJI®joist se Nail with 10d 0.131"x 3" horizontal both sides,stagger nails. 1 a minimum 560 1'-0~ 1'-0" r-o" r-0" 2'-0" a'-6" 6'-s( ) E2 E3 Not for use with 3Y2 TJI®joist flange widths ,,. 2/4 maximum nails,one each at top and (1Yz"for TJI® � Nailing: Table B - Intermediate or Cantilever Support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Apply subfloor TJI®joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing blocks installed at oist-s an L Web stiffener both sides. DEPTH ,„ adhesive to all Y) P 2" 3" 4" 5" 6Yi' 7" 8/s 11" 13" 2" 3" 4" 5" 6yz' 7" 8%" 11" 13" Double TJI®Joist Filler Block: Flush bearing plate required. Flashing locations using See table below. *With point load from above,and no support Hanger height must g g contact surfaces g below,install web stiffener tight to top flange 110 2'-0" 2'-e° 3•-6" a'-s" T-s" r-6" T-s" T-6" 5'-e" 6'-e" be a minimum of 60% Attach per the table. Hanger Backer Block: Install tight Maximum Ya' overhang two 8d(0.113"x 2Y") to to flange(tight to bottom Tight fit* g ) y„ 210 z'-o° r-s° 3'-s° s-o° e'-o^ r-o° 3'-0" a'-o° s'-6" T-s^ II p g ( g permitted at beam. Treated 2x_ (gap at bottom flange) 9 ofjoisrdepth Nails shall be driven from nails or 23o r-s~ 3'-0^ a'-o° 5'-s° 6'-s" z'-o° 3'-s" 4'-6° s'-s° T-s° flange with face mount hangers). a Nailin Re uirements alternating sides.Clinch nails ledger ,asp 2Y screws, ® Depth Minimum Web g q iso 3'-0° a'-o° 5'-e° 6'-6° s'-o" 3'-0° a'-s° s-s° r-e" s•-o° �/ ' Clinch nails when possible. ore + TJI Joist Series Number Nails 560 3'-s" - - s-o° T-6° 10'-0° a'-°" 5'-s° " 6'-0" s'-o^ when possible. ;:• See fastener ® 1 0�3� �a a� typical (In.) Stiffener Size Type LJL table below.Maintain A"TJ Rim Board or IY4" �c End Intermediate 110 r-0° r-o" r-s" 2'-6" 4'-0" 4'-6" 8'-6" r•0" r-s" r-s" 4'-0" r-0" T-0" V-s° LLI �.`�. or 1Y"TimberStrand® LSL. �Q 110 Alt %"x 25/8'(') 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" ,'-0" 2'-0" 3'-0~ 4'-s" 8'-0" 8'-0" 10'-0" ..:'•.. 2"distance(minimum)from , Top mount i ;,• 210 All �4"x 2 16"(1) 8d 11/e" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" T-6" 5'-0" %6-" 9'-0" 10'-6" hanger edge Of ledger t0 fastener. 360 2'-0" 3'-0" 4'-0" 5'-6" T-o" T-8" 11'-0" 2'-0" 3'-8" 5'-0" T-0" 9'-8" 9'-8" 11'-0" /� g t u Option#2: 230&360 All e"x 2%s"(„ (0.113' x 2Y") 3 3 5so r-s° 3'-0" a's" 5'-s" s'-o" e'-s° 1r-o^ 3'-0° a'-s° s'-0° 6'-0° 1o'-s° 1r-o° 1z'-°° V Fastener Allowable Load(2)(lbs/bolt) 2x strapping installed atY 16d 110 r-a• 1'-0" 1'-0" r-0" r-0" r-s" a'-6" 8'-6" r-0" r-0" r-0" 2'-6° 5-0° s'-o° 9'-0° ,r-b° Z Face mount Backer block g joist-span locations using two 560 All 2x41�' 210 r-0" r-0" r-a' r-0" r-6" T-0° 5'-s" 9'-s° r-o° r-o° r-0" 3'-s° s'-0" r•o° 10'-0° 13'-0^ W Yz' Through bolt 0.135"x 3/ ) hanger both sides Of web Rim Board Material YZ'lag bolt �"Through bolt with Air Space " ( 1a^ 23o r-0" r-o° r-o~ r-o" 3'-s" 4'-0" 8'-0" 10'-8" 1'-0" 1'-0" 2'-6" 4'-0•' 8'•6" T-6" t 1'-0" 13•-e" g with single TJI®joist 1Y8'TJ'Rim Board(3) p ZY screws per joist,typical Q g j 480 695 18" 4 4 380 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0~ 10'-0" 12'-0" 14'-0'- Web 4'-q" Web stiffeners required if sides of 1 4"TimberStrand LSL 610 725 615(4) Option#3: 560D 20„ 2x412) 16d 5 5 560 1'-0" 1'-0" 1'-8" T-6" 5'-6" 6'-6" 9'-6" 13•-6" 1•-0" 3'-0" 5'-0" T-0" 10'-0" 11•-0" 13'-6" 15'-°" With to mount hangers,backer block required only 1 Y2"TimberStrand LSL 675 725 Direct) applied ceiling 22"13) (0.135"x 3Y") 6 11 110 r-o° r-0° r-0" 1'-0" r-0" 1'-0" T-e" 5'-0" V-s" 1'-0" r-0" 1'-0" r-0" 3'-s" 4-6" 8'-6" 11'4' t5'-0" H1 hanger d°not laterally support at HZ p g q y H3 Y PP g (3> 210 1'-0" 1'-0" 1'-0" 1'-0" 1•-0" 1'-0" T-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-8" 4'.6" 5'-6" 10'-0" 12'-6" 16'-0" least%8'of TJI®joist top flange O for downward loads exceeding 250 lbs or for uplift O (1)Corrosion-resistant fasteners required for wet-service applications. pB1 . . 24' 6 13 When specified on the layout, one of W 16" 230 1'-0" 1•-0" 1'-0•' 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" ,'-0" 1'-0" ,'-0" 2'-s" 5'•0" 6'-0" 10'6" 13'-6" 16'-s" conditions.For nailing requirements see page 5,TJ- LA (2)Allowable load determined in accordance with ASTM D7672. O P y O (1)PS1 or PS2 sheathing,face grain vertical LL 9001, Weyerhaeuser installation Guide for Floor and O 3 1Y"TJ'Rim Board is allowed with joist depths<_l6"only. the bracing options above is re uired 360 1'-0" 1'-0" 1'-0" t'-0" T-0" 4'-0" s'-6" 10'-0" 13'-6" 1'-0•' 1'-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6" 1T-0" Y O a J P Y q (2)Construction grade or better 560 1'-0" 1'-0•' 1'-0" 1'•0" 2'-6" S-s" 7-4' 11'-0" 15'-0" 1'-0" 1'-0" T-6" 5'-6" 9'.0" 10'-0" 14'-6" 16'-0" 18'-0" ry Roof Framing, TJ-9001. (4)Maximum Y"shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 4" 6•• 7" s•' 10" 12" 14%• 16%" 4•' 6" 7" e" 10" 12" 143/4. 16 4' O W BEAMDETAILS FASTENING of FLOOR PANELS iso ,' ,'-o' 1' 3'-0~ s'-o" o' 1a'-s" ,' a' 6-6" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1•-0" 1'-0" T-0" 6'-0" 10•-0" 15'-6" 1'-0" 6•-0" 8'-s" 11'-6" 18'-6" 18'-0" 19'-6" O TJI (1)(z1 Rim Board 1Y4 TJI®Joists 110 210 230 or 360 360 560 560D 3s0 1'-0" r-0"==== 1r-o" 15'-0° r-o" t'-6^ a'-o° 7-0" 12'-s" 1s'-s° 1s-o° 2o'-s° BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1y••TJ' TimberStrand'LSL TimberStrand®LSL Microllam® Parallam® 20 5s0 r-0" v-o" T-o" t._.. 1 _ 5'-s" M BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Rim Board 1V. IV. or wider LVL PSL Depth 9Y2"-11�/e" 14"-16" gy".117/" 14"-16" gY'.111/a" 14"-16" 18"-20" 11%" 14"-16" 18"-20" 22"-24•' Rectangular holes based on measurement of longest side. W ( a • Leave y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. '^ 1Y"TJ®Rim Board or Strap per code if top plate 8d 0.113"x ZYi'),8d(0.131"x 2Yz'") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block I�) 2x6+3/8' 2x8+8" 2x6+y2 2x8+Y" 2x12+YZ' Two Two Two Four/4'x 15" J V J 2x6 2x8 • Tables are based on uniform load tables in current design literature. 14"or 1 oc TimberStrand® is not Continuous over 10d(0.148"x 3"),12d(0.148"x 3Ya") 4"(3) 4"13) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Q J LSL or blocking for lateral header 16d(0.162"x 3Y2") 6" 6" 16"(4) 6"(5) 6'45) 6"(6) 8"la) 2x6+YE 2x10+%" 2x6+Y" 2x10+Y2" at the center of the joists an provided that no other holes occur in the joist. ( , 6" Cantilever Filler 2x6 2x10 Not J P p support sheathing sheathing sheathing sheathing Not applicable (1)Stagger nails when using4"on-centers spacing and maintain%"joist and panel edge distance.One row of fasteners is permitted two at abutting (Detail E4) 4'-0"long 6'-0"long applicable P g ® p g P ( 9 4'-0 long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES Headers and Beams a. Strap per code if top panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for - blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'joists. Backer Block 1+) LU plate is not continuous: (Detail F1 6/6"or 3/4' Y4'or 7/e" Ye"or 1"Net 2x6 2x8 2x12 ET o%4'x 15" ® J (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Yi'and staggered. �.55E TimberStrand LSL Headers and Beams over Column (3)With 10d(0.148"x 1'/Z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) heathing I- Q TO mount 2 x diameter of the P (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than%"(to minimizes splitting). Filler (0.131"x 3 i') hanger � P g P g) Nail Size (0.131"x 3") largest hole(minimum) g Protect untreated (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Backer (0.131"x 3") Column Y depth Face mount (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Filler 32 50 Allowed hole zone wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along g g q g' g Nail hanger 9� g panel edge.Fastening requirements on engineered drawings supersede Contact with recommendations listed above.® Quantity(z) Backer 15 15 15 L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI joists is 18"on-center. r O O O O O ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of V into the TJI'joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain s"gap at top of joist;see detail W.Filler and backer block o L ------ -- 0----- literature for framing connectors O dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24 minimum for filler blocks). 0 ., 0 0 0 ■To minimize splitting,maintain edge distance and row spacing of 2�x nail diameter or%",whichever is greater. ) 1.55 E TimberStrand LSL (2)Clinch nails when possible. ■Nailing rows must be offset at least Yz"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size and Roof Framing, TJ-9001. 9Y4"-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 11Y4.-117/8 3 Fastener Installation Requirements cantilever and end bearings by blocking 5 Piece #Of Fastener T.�l® joist floor framing does E1 1a"-16" d ho j g panels, hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies Type0) Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with BEARING AT 10d nails 3" 3(2) sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. • Round holes only 12" side So they a halfway between • No holes in headers or beams in plank orientation. 0 COLUMN 2 12 Screws nails 3 Y4" 21�> One side fasteners on the first side. : Screws 3%"or 3Yz" 2 24" H2 Q 10d nails 3" 3(2) Al Other Trus Joist® Headers and Beams �{� 12" Both sides Rim board joint 12d-16d nails 3 Y" 21�' DO NOT bevel cut joist j Microllam' LVL 0 O M 3 beyond inside face of wall. E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand' and Parallam®PSL r 1%4' 33/"or 3Y" Both sides ' Screws 2 24" Load must be applied evenly across 3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth t- 5" One side entire beam width.Otherwise,use face of support member, largest hole(minimum) (n Verify column capacity 10d nailsl3) 3" 3(2) connections for side-loaded beams. DO NOT cut,notch or drill Il �-- holes in headers or beams v and beam bearing 12„ One side Z (P ply) d - except as indicated in z L5 length.See current 4 12d-16d nails() 3Y4" 2(2) (per I --- -- o L--- ---_J o o illustrations and tables. Weyerhaeuser literature. 5"or" Both sides o 0 0 n I� Screws 6 34 2 24" One side Multiple pieces can be nailed or bolted together to CS L6 form a header or beam of the required size,up to a TJI®rim joist Microllam' LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" ••••• ® ® O Z , Screws 3 „ 2 24" 1Ye' TJ Rim Board or Parallam PSL Header or Beam Maximum Round f-- �••• ' ' t 3Y' 2 6/a One side AZ L3 1y"or 1 Y"TimberStrand®LSL. allowed hole zone Depth Hole size U UJ middle span 4%" 1" W Q n/ Y' bolts 8" 2 24" - a C:) I.L (1) 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK® L1 d 1.3E TimberStrand® LSL allowed hole zone d 7ya5y20 124, 0 (: O COLUMN DETAILS ( ) q P g B1 H, See illustration for Allowed Hole Zone a 2 An additional row of nails is required with depths of 14"or greater. (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. COLUMN CAP NAILING AT BEARING (FLOOR) • Round holes only L5 B3 • No holes in cantilevers. Revisions I TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist % TJ®Rim Board or (Load bearing wall above) • No holes in headers or beams in plank orientation. No. Date Description !A"or 1 Y"TimberStrand®LSL. Joist may be shifted up to 3"if Use B1 or B2 at i One 10d(0.128"x 3") floor panel edge is supported O WARNING 1 12/11/23 FOR PERMIT nail into each flange B4 intermediate bearings -- -_ One 8d(0.113"x 2Yz") g and span rating is not exceeded. g 2 /--/-- nail each side. Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally ---- least at an angle at braced/shear wall 3 --/--/-- P1 least%"from end. Plumbing Drop Bracing Includes: from above 4 --/--/-- ---- LL End of joists • Blocking • Sheathing • Strut Lines at centerline • Hangers • Rim Board • Rim Joist 5 --/--/-- ---- 3Y"minimum of support COLUMN BASE 1'/"minimum end bearing intermediate bearing Also see detail B2L2 single-family applications 5Y"may be required T /' for maximum H1 � r-_ s� Shear transfer. Connections equivalent capacity O O O LL _ Designed By : NM to floor panel nailing schedule j Rim to TJI Joist o �� d � Drawn By : NM i. 1Ya"TJ®Rim Board, ® o • Y DO NOT walk on joists DO NOT walk on joists DO NOT stack building ..:;: ® TJI 560 rim joist:Toe o until braced. that are lying flat. materials on unsheathed Checked By : AA or 1 Y"TimberStrand LSL. Additional joist is required if y g ® Hall with 10d(0.128"x 3") O O or TJI 110 rim joist: floor panel edge is unsupported L4 '. . \ . ' / lNJURYMAYRESULT. joists.Stack only over nails,one each side of P2 One 10d(0.131"x 3")nail into ®. ® or if span rating is exceeded. •' •a. - WARNING NOTES: beams or walls. TJI joist flange TJI 560 o Exterior Deck each flange o LA DO NOT use sawn Lack of proper bracing during construction can result in serious �i ® floor. .,•• Attachment P p 9 9 k TJI 210,230,and 360 rim joist: %• . lumber for rim Structural accidents.Observe the following guidelines: Date : 12/11/2023 ELEVATED One 16d(0.135"x 3Y")nail into INSTALLATION TIPS ° ' o board or blocking, ®. Sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. each flange. Subfloor adhesive will improve floor performance,but o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Scale: AS NOTED COLUMN BASE ® P P O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1�%<'minimum bearing With depths>16",use TJI 360 rim joist. 9 may not be required. o Locate rim board joint between joists. Top view O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. •Squash blocks and blocking panels carry stacked Protect untreated wood O Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or minimum)at 8'on-Center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI'joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1 knockouts o H3 HOLES 5.Ends of cantilevers require safety bracing on both the to and bottom flanges. 1Y6"TJ®Rim Board or fors squash blocks or blocking panels. Y extended to a braced end wall. q y 9 P 9 1 ® q 9 P at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. :'•.;..:'.:4i.�:h,.: 1/4'or 1 Y'TimberStrand LSL. 12"on-center two 8d 0.113"x 2Y")nails minimum Warning:Drilling,sawing,sandingor machining wood products generates wood dust.The paint and/or coating on this S �302 •When joists are doubled at non-load bearing parallel ( g P g P g . partitions,space joists apart the width of the wall for (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Optional Bearing plate to be to cause cancer. For more information on Proposition 65,visit .com/inform. P3 non-shrink plumbing or HVAC. See framing plan if applicable) ® '"' flush with inside face Drive nails at an 9 P ( PP )or / of wall or beam grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). FORESTRY BLE Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ, and Trus Joist are registered trademarks of angle to minimize Y 1 P g p( ) side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum INITIATIVE A Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. g 1Y"minimum from end end and intermediate bearing lengths. Wey-rerhaeuser Certified Sourcing Y Y P Y g Sheet#W� � www.sfipr e . -00008 September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Fra-min TJ-9001 and the DeeD Depth Trus Joist TJI Joist Installation Guide T3-9006 which should be referenced for additional information. ROOF FRAMING DETAILSHeel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d (0.131"x 3Ya") nails. Ridge Connection Connect rafter to valley with 16d (0.131"x 3Y4")nails per table below. Dormer Framing TimberStrand® LSL or TimberStrand®LSL rafter 1x or2x_ceiling joists TaE,nail with four 16d(0.131"x 3Ya'")nails Four 16d (0.131"x 3Y4") nails Microllam®LVL ridge board each side, or four 16d(0.131"x 3Y4") nails Attach blocking to lateral bracing at 48' at each end of strap/cleat through ridge into rafter rafter with two 16d on-center or as specified DI La nd r0 0.131"x 3Y4" nails 1•. ( ) Toenail hip/valley to + ._. Andrews ® Sheathing or other lateral post with three Header joist see plan ` �+ E n g i n e e r i n g TimberStrand bracing as required Hip member or1 „ Toenail header to rafter with four 16d(0.131"x 3X")valley beam 16d (0.131 nails per side x 3/a ) nails from each side, or use a hanger for reactions Lateral blocking per exceeding 500 lbs. See Framing Connectors tables 158 County Rd. 39, Suite 10 L rafter : code or for lateral in Weyerhaeuser Roof System Guide, TJ-9005 for Southampton, N.Y.11968 r wind requirements TimberStrand®LSL Sloped bearing surface hanger capacities. Office: (631)259-3959 ceiling joist Attach post to bearing wall or Info@DiLandroAndrews.com beam with three 16d (0.131"x Beam or ceiling joist A23 or A3 clips each side. 2x TimberStrand®LSL plate 2 times joist spacing, 34")nails per side sized to support post minimum (Addresses lateral load only, (connection design may be not intended for wind uplift.)* required, contact your 11 Professional Seal 3"maximum rafter Weyerhaeuser representative) Structural sheathing Rafter-to-Valley Connection Additional connections may be required seat cut overhang F NE Attach plate to rim with 0 w to resist wind forces in high wind zones Rafter Roof Snow Load �� Y 16d(0.131"x 3Y4")nails On-Center Rafter 30 LL + 15 DL 50 LL+ 15 DL 80 LL+ 15 ni '�P NENR)- �.p at 12"on-center Spacing Span Number of 16d (0.131"x 3 Ya") nails required p� O Minimum Ridge Board Depth RRafter Pitch *Angle Clips 12' 5 6 8 ~ M W Sizer 4:12 to 9:12 10:12 to 11:12 12:12 Hanger ClipNailing 16" 18' 6 9 12 See plan for member F 0 1 Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 24, 8 12 * p OA 9720 2x6 2'.x8 2x10 2x10 Simpson 1 „ •For lap connection nail quantity requirements, see Rafter Span and Heel ROFESSIONP 2x8 2x10 2x12 2x12 Strong Tie® A23 10d x 1y2 10d x 1Y Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. Ceiling outlookers 6 5 5 7 -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. at hip end 12 6 8 11 O2x10 14" 14" 14" O USP Structural q y p, 24 18' 9 13 20 2x12 '14" 16" 16" 22 Connectors® A3 10d x 1Yi' 10d x 1Yz" - If 8-15 nails required, use two A23 or A3 clips, each side. 24' 12 * Open,see plan R R "Contact your Weyerhaeuser representative 24 26 for additional connection information. Trimmer joist see plan Heel Connection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter Hip/Valley Low End Sloped hanger Hip/Ridge/Valley/ Post Detail Hi member (sloped/skewed if roof ✓� p or pitches are unequal).l'i r Sheathing or other lateral valley beam Hip member W seat cut overhang Micrenam LVL ridge board 3" Maximum rafter ✓ bracing as required Ti ®nd®LSL or Notch TimberStrand®LSL Hip/valley U) / rolla ✓ hip/valley to sit on post depth(d) Depth of hip/valley n D (minimum of 75%of original at seat cut(y). V W member depth must remain). See table below Ridge board.Toenail C Q Toenail hip to ridge with five ridge-to-hip with four G 16d (0.131"x 3Ya")nails. 16d(0.131„x 34")„) Q TimberStrand®LSL Connect rafter to nails R O� W Attach blocking to rafter with r ceiling joistvalley using 16d 27 U_ two 16d (0.131"x 34") nails 0.131"x 3y4')nails(1) /�' 16d (0.131"x 3Y4 for heel/lap connection") nails (0. LL W * Attach hip/valley member to plate Lateral blocking per code or Post or bearing wall with three 16d(0.131"x 34") nails Valley beam. Connect to hip O for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. O Toenail rafter to tap plate with with two 16d(0.131"x 3Y4") nails HiplValle Depth 0 m y Contact your Weyerhaeuser representative for sizing of a hip three 16d (0.131"x 3Y4") nails ® Minimum Percentage of Original Hi /Valle Depth Required or valley with a point load. J vJ TimberStrand LSL rafter Member Type TimberStrand®LSL Microllam®LVL * Hip Member 30% eoaro l'>See Framing Connectors in Weyerhaeuser Roof System Guide, Q J R For heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 1 600% 901% O TJ-9005 for hanger capacities. 21 Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 c2> g p U See Rafter-to-Valley Connection table in Detail R26 above. W _J W ROOF DETAILS ~ ~ � General Notes WeyerhaC11 x Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-1%"or 1y" TimberStrand®LSL rim board 2x4 one side. Use 2x6 if 24"joists and when the sides of the hanger Beveled web stiffeners required on 2x4 one side.Use 2x4 both joist spacing is greater than do not laterally support at least%"of the both sides. Cut to match roof slope. INTERMEDIATE BEARING r sides if joist spacing is p 24"on-center. TJI®joist top flange.Also see framing plan. Blocking panels or shear blocking may be Jd` greater than 24"on-center. Web Stiffener required on Two rows 8d D�'\� \��co q specified for joist stability at intermediate supports (0.113' x 2Yz")nails S F Shear blocking- both sides at R3W ONLY at 8"on-center 1/e TJ Rim Board, Web stiffeners 1Y4'or 1Y"TimberStrand Twist strap and backer block required at T 10d(0.128"x 3") ®. Variable slope seat required on both R7S with slopes greater than 3:12.See LSL or TJI Joist. f p Birdsmouth cut sides at R7W ONLY p g nails at 8" Q connector Nailing Requirements at Bearing in must not g q g on-center Web Stiffener required on TJI®joist flange overhang inside Weyerhaeuser Installation Guide for Floor Q both sides at R1 W ONLY must bear fully on face of plate. and Roof Framing,TJ-9001. Beveled 2x4 blockLO O plate. Beveled 2x4 block with Beveled bearing a beveled web stiffener on al`s Beveled web stiffeners '^ Y adjacent span maximum Z�. a v opposite side of web vJ Beveled bearing plate plate required when 2� � required when slope 2x4 block for soffit support slope exceeds Y:12 a�`� pp on both sides rr rn� exceeds Ya:12 R3 R3W R5 R7 R7 Rg BIRDSMOUTH CUT allowed at low end of joist onlyVBIRDSMOUTH CUT allowed at low end of joist onl �W �R7) R7S Is allowed only with joist depths< 16" z J Y O BIRDSMOUTH CUT allowed at low end of joist onlyO adjacent span maximum D R1 R1 W 00 O Z w W C) N Filler block:Attach per the table below. n Q L.L. Clinch nails when possible. Backer block:Install tight to bottom O flange(tight to top flange with top mount CO O hangers).Attach per table below. �. LSTA18 strap nails at H6S Revisions with sbpes greater than 3:12 No. Date Description Strapnails: 1 12/11/23 FOR PERMIT Leave 23/"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) 2 distance X Y Y 3 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 1 4 LSTA18(Simpson Stron -Tie®or USP Double joist ---- sides if joist spacing is ( p g Structural Connectors)strap with twelve Variable slo a joist hanger.er. Beveled Field trim to match joist depth at outer edge Two rows 8d(0.113"x 2Y") Structural Connectors®)strap with 10d p J g Y may be required 5 /__/__ nails at 8"on-center �� greater than 24"on-center. (0.148 x 1y")nails required at H5S with web stiffeners required on born sides. of wall or locate on wall to match joist depth. -- ---- �rF 1 twelve 10d(0.148"x 1Y")nails slopes greater than 3:12 Use 1 Y8'TJ®Rim Board with depths<_16". Y when L exceeds L T1 Y2" Additional blocking Additional blocking ® g joist spacing L r r� may be required for TJI®Depth, D TJI Flange Block Nail 1 may be required Width Type Sim Quantity Allowed hole zone Designed B shear transfer Beveled web 9 y : NM Filler � for shear transfer. less than 3Yz" Filler 10d(0.128"x 3") 10 Y � Y Blocking stiffener each Strap nails: 9�"<D<_16" Backer 10d(0.128"x 3") 10 � /as required side of TJI®joist Drawn By : N M Beveled 2x4 block. Leave 23/"minimumStrap nails: 1 Filler 16d(0.135"x 3Y2") 10-each side Y web Checked By : AA Second beveled web end distance Leave 2%"minimum 3/z„ Backer 1MO.128"x 3") 10 iJ stiffener required on end distance � Y2 2x_overhang. Notch TJI®joist flange must Filler 10d(0.1..8 x 3") 15 opposite side at R1 OW only. Double beveled bearin late less than 3%" around TJI®joist top bear fully on plate. / g p Backer 10d 0.1'8 x 3" 15 when slope exceeds Y:12 Variable slope joist hanger. 16"<D<_20" ( ) Maximum allowable V-cut End wall flange. Birdsmouth cut must not lift° Beveled web stiffener 1 „ Filler 16d(0.135"x 3Y") 15-each side overhang Beveled bearing plate required 3Y For TJI®joists with slopes of 10:12 to 12:12,the vertical depth of g inside face of Date : 12/11/2023 required each side. Backer 10d(0.1 8"x 3" 15 late. when slope exceeds y:12 Web Stiffener required on q ) shear blocking at bearing will require 1�"TJ®Rim Board or%"or p R10 R10 R14 R14 both sides at R1 4W ONLY H5 H5 20"<D<_24" 3y2" Filler 16d(0.135"x 3Yz") 25-each side SB 1Y"TimberStrand®LSL that is one size deeper than the TJI®joist. O gC BIRDSMOUTH CUT allowed Scale: AS NOTED O O S HSS is allowed only with joist depths< 16" Backer 10d(0.128"x 3") 15 DO NOT use 1Ye"TJ®Rim Board with 18"-24"TJI®joists or in O 1 O O at low end ofjoist only H6S is allowed only with joist depths< 16" vertilation-hole applications. H6 HIS For filler and backer block sizes see Weyerhaeuser TJI) Joist Specifiers Guide,TJ4000 Weyerhaeuser Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65,visit .com/inform. SUSTAINABLE FORESTRY INITIATIVE AWeY erhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Certified Sourcing Weyerhaeuser NR. 0 2014 Weyerhaeuser NR Company. All rights reserved. Sheet# wx -fipr a . October 2017 Reorder TJ-4014 INFORMATION LOCATION: 600 YOUNGS ROAD,ORIENT NY 11957 EDiLandro DATE OF TESTING: 03-14-2023 Andrews GEOTECHNICAL TESTING COMPANY: SLACKE TEST BORINGNOTE: n gin e e r in g N MEETS AND BOUNDS PROVIDES BY LICENSED SURVEYOR,THIS IS NOT A SURVEY 158 County Rd. 39, Suite 10 AND SHOULD NOT BE SCALED OR USED FOR SITE INFORMATION NOR SITE PLANNING. Southampton, N.Y.11968 SCOPE OF WORD Office: (631)259-3959 DRILL THROUGH UNCONSOLIDATED SOILS WITH A 7822DT GEOPROBE TO A DEPTH SEE ARCHITECTURAL PLANS FOR SITE PLAN AND Info@DiLandroAndrews.com SPECIFIED ON EACH OF THE,BORING RESULT SHEETS(30FT TYP.)BELOW GRADE DOCUMENTATION FROM LICENSED SURVEYOR FOR SITE INFORMATION SAMPLES WERE LOGGED AND COLLECTED AT VARIOUS DEPTHS.THE BORINGS WERE W E LOGGED WITH RESPECT TO BLOW COUNTS AND CLASSIFIED ACCORDING TO THE UNIFIED Professional Seal SOILS CLASSIFICATION SYSTEM(USCS). RESTORATION CONSISTED OF BACKFILLING THE BORING HOLES WITH SAND AND OF NEw y RESTORING THE TOP OF THEBOREHOLE WITH TEMPORARY ASPHALT. S �Q' NENRY O,p� REPRESENTATIVE SAMPLES WERE ROUTINELY OBTAINED DURING THE DRILLING 20 $• m PROCESS AT SELECT INTERVALS BY APPLYING A TWO-INCH DIAMETER SPLIT SPOON-SAMPLING TUBE,DRIVEN BY THE 30-INCH FALL OF A 140-POUND HAMMER. 3L\ 201 Op THE NUMBER OF BLOWS REQUIRED TO DRIVE THE SAMPLE SPOON FROM 6 INCHES TO RpFESS10 VP- 18 INCHES REPRESENTS THE STANDARD PENETRATION RESISTANCE(N)OF THE SOIL AND IS AN INDICATOR OF THE ALLOWABLE BEARING CAPACITY OF THE SOIL. GUIDELINES AND PROCEDURES , Ey ALL DRILLING AND TESTING PROCEDURES WERE PERFORMED BY APPLYING THE FOLLOWING:•ASTM D1586 PENETRATION TEST AND SPLIT BARREL SAMPLING OF SOILS. •ASTMD2488 RECOMMENDED PRACTICE FOR DESCRIPTION OF SOILS. •ASTM D2487 STANDAFO PRACTICE FOR CLASSIFICATION OF SOILS (USCS). BH #1 SECTIONAL LINEAR SAMPLES WERE ALSO SECURED IN CONJUNCTION WITH THE PERFORMANCE OF THE STANDARD PENETRATION AND DENSITY TEST. THE SOIL PROFILES REPORTED IN THE BORING LOGS SHOULD BE REVIEWED FOR SPECIFIC Le INFORMATION AT INDIVIDUAL BORING LOCATIONS AND TEST DEPTHS. (z) V z W U) O � m Q U) _) W z ry SPT BORING PLAN U z SCALE: 1/32"= 1'-0" W Q � z J O BH #1 RESULTS BORING NUMBER: BH #1 Datum Eley 29 Sample Depth (ft bg) Blows N Bearing _Bearing Q From To (per 6") Strength (TSF) Elevation Strength (PSF) Q ui 0 2 3 O t0 °- 3 29 1454.32 r 4 7 0.73 � 4 �n N2 4 2 z z J w 7 27 2700.88 Q 6 13 1.35 O U) 8 z w 4 6 6 U >— W O °- 7r 25 3116.4 C)Q 8 15 1.56 O 12 W (0 O 6 8 11 w10 DTW a_ 23 4155.2 ¢ [23 ] 2 10 20 2.08 ' Revisions U) 10 No. Date Description LO 8 10 6 u 8 1 12/11/23 FOR PERMIT 8 16 1.66 21 3324.16 2 --/--/-- --- � 10 3 --/--/-- ---- 10 12 10 4 --/--/-- ---- Lu 5 -/--/-- ---- CL 15 19 5817.28 Q 13 28 2.91 12 15 17 10 Designed By : NM a 9 Drawn By : NM Q 7 16 1.66 14 3324.16 Checked By : AA cn 8 co 20 22 10 J 7 7 9 2908.64 14 1.45 Date : 12/11/2023 C0 10 Scale: AS NOTED rn 25 27 8 LU �- 9 4 4362.96 12 21 2.18 rn 12 28 30 9 � 11 S �500 13 24 2.49 1 4986.24 14 DTW- DEPTH TO WATER Sheet#