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HomeMy WebLinkAbout47503-Z I . o��SUFf02 41 Town of Southold 5/7/2022 P.O.Box 1179 0 C" $ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43056 Date: 5/7/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 9715 Main Bayview Rd.; Southold SCTM#: 473889 Sec/Block/Lot: 88.-3-22.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2022 pursuant to which Building Permit No. 47503 dated 2/28/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and fire damage repairs to existing single-family dwelling as applied for. The certificate is issued to Storm,Thomas&Rosellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Nutri ignature o�SUFFa~ TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE "o • �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47503 Date: 2/28/2022 Permission is hereby granted to: Storm, Thomas 9715 Main Bayview Rd PO BOX 1237 Southold, NY 11971 To: construct alterations and fire damage repairs to existing single-family dwelling as applied for. At premises located at: 9715 Main Bayview Rd., Southold SCTM #473889 Sec/Block/Lot# 88.-3-22.3 Pursuant to application dated 2/2/2022 and approved by the Building Inspector. To expire on 8/30/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $250.00 CO-ALTERATION TO DWELLING $50.00 Total: $300.00 dI pector *qf 50U1y�� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouFm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ -'] :-FOUNDATION 2ND = [ ] KULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fivii olk ivi DATEI �2z INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H --------------------------------- FOUNDATION(2ND) 1 UJ � H ROUGH FRAMING.& 9 PLUMBING —o e �o r INSULATION PER N.Y. y STATE ENERGY CODE c '' G e 2 " � l o T t Iw �' FINAL - ADDITIONAL COMMENTS -4 -P+co Zoo., oo rem -� O —I Z rn C D � _ H �gOFFOtK�, a0� GGy� TOWN OF SOUTHOLD-BUILDING DEPARTMENT N• Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://iww.southoldtownny gov Date Received APPLICATION FOR BUILDING PERMIT F:91 Office Use Only ((� [1 n PERMIT NO. I' Building Inspector: lUj " FEB 2 2022 Applications antl#orms must be filled out:m their"entirety Incomplete ix BUILDING DEBT �� tapplications will not be accepted=Where'the Applicant�stno#the owner,an TOWN OF SOUTHOLD Owner's-Authoniation form(Page 2)shall be completed ;• 17 Date: OWNERS)OF PROPS Name: SCTM#1000- 2�, Project Address: c( ��� r' _____._.___..- _ T 1 t_�1__ _.__�(_tel _2A SU v_P-14-k-,W--_-. !:---- -1.(--1-- __ :._.__ Phone#: -- Email: Mailing Address: CONTACT PERSON Name: �pV� N1C(a Mailing Address-__ -6 -.-CUE-C-44 Q_Ci . Phone#: ' Email: D ESIGNPROFESSIONAL INFORMATION r Name: / v" ID - Mailing-.Address: , Phone#: E mail:6 CONTRACTOR Name: �D , � _ 4 G Mailing Address: C) e( f Phone#: 1 V Email: DESCRIPTION OF PROPOSED CONSTRUCTION T4 ❑New Structure. ❑Addition ❑Alteration epair ❑Demolition Estimated Cost of Project: ❑Other $ 'Z ," Will the lot be re-graded? ❑Yes a No Will excess fill be removed from premises? ❑Yes 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. ❑ Check Box'.After Reading: the owner/contractor/design professional is responsible for all,drainage:and storm•water issues as provided by 'Chapter 236 of the Town Lode. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a.Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations;for the construction of'buildings, . additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all.applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors,on premises and in',building(s)for necessary,inspections.False statements made herein are ,- punishable as a Class A•misdemeanor pursuant to Section 210.45 of the New York State Penal taw. Application Submitted By(print name . D��L i'�C.�I�g,,} P Authorized Agent ❑Owner Signature of Applicant: Date: ;Z STATE OF NEW YORK) SS: COUNTY OF -S"?1 10L 4— ) DOUGW1 �Abeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 day of rlr A 20 2—Z Aam Z�, `bam Notary Public TRA(;E•L.DWYER _ gc OTAR1(pUSLIC,STATE OF NEW YQfAK PROPERTY OWNER AUTHORIZATION NO.01DVV6306800 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 I, 221,1,15 F _-5 residing at l �s,7e)z7�G� y/j� —do hereby authorize {)OL)G L� to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature ate ,7 viC e Print Owner's Name 2 APS VED AS P4QT,�JD�D_3 DATE. B.P.# ` N FEE: ;y �':L- NOTIFY BUILDING _r"-'-"APTMENT AT 765-1802 8 AM TG 4 PIM, FOR THE FOLLOWING INSPECTIO";S: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION - - - - 4. FINAL - CONSTRUCT!ON MUST BE COMPLETE FOR C.O. ]o POOL ALL CONSTRUCTION SHALL MEET THE ( REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I WALK-IN MASTER 1 CLOSET BATH SHED SHED 1 ��ic+nui ei gni mnnl"rC VSZ W10l alOt11i10� 1 JO SNOURIN00 CINV u-3ulInODa s 1 S3000 NMOi '? EiViS AU0A M3N L — — — — - JO S3400 7V HliM kIcRN00 4.,'Ji-*ANCY OR --------------------------------------- - SSE IS UNLAWFUL -- WITHOUT CERTIFI OF OCCUPANCY MASTER BEDROOM ------------------------------------------- I STORM WATER RUNOFF Vol ESUANT TO CHAPTER 236 THE TOWN CODE, DECK MECTRICAL O INSPECTION RF-OUlnED ••�! W I A I I Q 0 � LAUNDRY I—I WALK-IN CLOSET ROOM I E] O 1 u Lm e V SLnI O SUNROOMx a x w x 11 1 � " 1 V L ' HALL 11 I ( II I 1 DECK Z O ~ 0 II HOME OFFICE I I I I DECK BOARDSREPLACED AS REQUIRED — — V TW2032 FIRE DAMAGED RAFTER T , [El ILS, ASC A,S FFI AN F7 REPLACE SIDING REPLACE I �=y L — — — — — — — — — — — — — — — — \/ BATH W /\ O RENOVATED FROM FIRE DAMAGE WALL INSULATION REPLACED WITH R-15 CEILING INSULATION REPLACED WITH R-21-----,,", DRYWALL,TRIM,FINISH REPLACED AS REQ. KITCHEN BEDROOM No. 1 BATH O 09 9 HALL g � j FER 0 2 2022 ` / LIVING ROOM T�,n j CATHEDRAL CEILING BEDROOM No. 2 4X6 COLLAR TIES@48"OC BEDROOM No. 3 j 2X4/2X6RR@16"OC R211NS DRAWN BY: MH 1/20/2022 SCALE: SEE PLAN o EWYo SHEET NO: co �-o �� EXISTING FLOOR PLAN z� �� �, I w SCALE: 1/4" = 1'-0" �' w F� n7252 �r\J :� `-FESSIONP WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER WALL STUD CRIPPLE STUD U ° BOTTOM PLATE o RIDGE ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 000, BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION USP NUMBER1 DESCRIPTION APPLICATIDN RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE -LOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN r I VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE % _ BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOC KING STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH JtCONTIN. SOFFIT / EXT. PLYWOOD V ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION — 4" "x30 18 a. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR 8" 14" LSTA30 1-1 SOFFITED EAVE / 9 GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS Ll " — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' � ' 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING �~ 2ND. FLOOR WALL op U ROOFING LAPS BASE am-Me FLASHING 4 INCHES A RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING _J SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST _ r o W rr TOP PLATE w GIRDER/HEADER ~ SIDE WALL FLASHING O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD MM FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERSU pq AS TO FORM DRAINAGE CHANNELS AND I--� INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 1�1F•�/ 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTUREDZ O H O KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ^� INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD I Ln t ^ v 7 � DBL. SILL PLATE O TERMITE SHIELD SUBFLOOR SILL GASKET WOOD JOISTS r , ' W r CONC. SLAB • GASKET2x6TYP. CONC. FOUNDATION � ��` 2x6 /2x8 CONTINUOUS WOOD PLATE ( 6 MIL. POLY DAMPPROOF EXTERIOR - �� ' I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR GRANULAR FILL r \ ' 1/2 " DIA. BOLTS O 48" o.c. STAG. ° V STEEL COLUMN p ' A n a I • C . o, � o� `r / CONC. SLAB \ ROOF JACK // I I I��� �. STEEL B EAM a \, ANCHOR BOLT EMBEDMENT. cb COMPACT FILL ° p POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL / i V r B LOCK WALL: 15" ` � V • • e � p -o, � ROOFING LAPS � , � TOP AND BOTTOM PLATE KEYWAY FOOTING o C WITH 1/2" x 6" ANCHOR BOLT rp n �'n c• ^ CONC. FTG. ► p Q'p ` o' FLASHING AT O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT c i b o a (USP LB PS58 OR B P583) p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL � I r SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR I G — USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB = P.T. PLATE �` W/ 6X6 WMM 1 • I I SLOPE ' 1/2" AIR SPACE `� oM 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH 7 1 �•• (WITH A NAILING PLATE IF NEEDED) AT END AND .. • c-yr ES OF WOOD ,� 'e �e TO BE APROX. 1 2" OR HIGHER THAN r 1 p '' p o • o / STEEL BEAM TO ALLOW FOR SHRINKAGE 1/28/2022 GRADE • • • �� BEAMS _ 1 0 •o D o o 11 s a s . (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. • MN'. ` •n�D r AD A A'4 A1, • o ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM —i p p O o n^ p I — SUB FLOOR -I SCALE: SEE PLAN •a n REINFORCING BARREINFORCING BAR p, NOTCH EQUALS 1/4 DEPTH OF BEAM IIW oD o0 0.0 oa II—II JOIST • . D -� III= DRAIN TILEI� �I �• �j •o 0 o SHEET METAL / 30# FELT UNDER BEAM AT POINT II L• n o a. I& I P STEEL BEAM 12 . ' OF CONTACT WITH CONCRETE OR CONC. BLOCK NE SHEET N O. �•° 4 3" PLATE (BOLTED TO BE Y TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM �Q. DIF 0 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �� 5 L 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ��' �O GARAGE DOOR BLOCKOUT i N BEAM POCKET r' ( ' i _lz_ r' �t ac ui fait 07250 �J��FESslo*,A ' WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENIERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD (PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 ( ) NO FINISHED CEILING OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS (8"THICK) 8o CEILINGS (PLASTER, STUCCO) U36o should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES H/240 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ) NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift p WALL FRAMING:I N G: SLEEPING ROOMS 30 ) 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete LINTELS (SUPPORTING MASONY WALLS U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 116d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 116d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER TO 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HHEADER 1 16" O.C. FACE 6d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 116d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 COMh10 FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate TJOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE r , be installed with #5 re-bar, p SHEATHING LOCATION NOTES v 18" long at 12"o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 �� 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) SEE NOTES: 1 BOTH FIELDS Q BLOCKING TO: EACH TOE ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C.O8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL A Pq 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 0 6 . Crawls aces to be provided with a minimum 18"x24" access opening. Install one 3 - 16d COMMON Z H IP4 ) p Pattached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES Z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL O W 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. w N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END ~ Q the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � O BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be 2 - 16d COMMON used. Fri 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE FOOT SEE NOTE: 1 I4 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. H FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. Z 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Z O H 0 QTY. SPACING 3 Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. )' P g g g SNE-no <11 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Irn Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: V) SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES L� 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �••� otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. where needed. GYPSUM 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Sd COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all6). Concrete piers shall be a minimum 6" ab WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" 0.4 8d COMMON @ 12" O.C. SEE NOTE: 3 above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WF'_M - SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16" OSB 6d COMMON 3��O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD Sd COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size ands spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. P g P STRUCTURAL PANELS 8d COMMON6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 12 C.C. FIELD (5.7 SQ. FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NOTES:� NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN BY: MH TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural ELECTRICAL NOTES: P g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces i/ / over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. i 28 2022 P such as shear plates, Shall be Used t0 maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESStONAL AGENCY FOR COMPACTION. flame and SCALE. SEE PLAN 2). When wall sheathing is continuous over connected products of combustion. , ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2 sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced toll - 16d nail per foot. I INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or OF N SHEET N O. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 .�Q'� E 1-O torch down type material over. and R315 of IRC. *���5 F11i0 LP 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP Lu 2 AND BASES.USE WITH FLASHING CAPS TO COVER TOP 17�, ,n 02502 F� �. YO%E�, F