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HomeMy WebLinkAbout48928-Z TOWN OF SOUTHOLD SUFFnc BUILDING DEPARTMENT ,.Q�'��` y x TOWN CLERK'S OFFICE y�• oo� 4 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#: 48928 Date: 2/17/2023 Permission is hereby granted to: 220 Floral Blvd Corp 57 Manhasset Ave Manhasset, NY 11030 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 1825 Gull Pond Ln, Greenport SCTM #473889 Sec/Block/Lot# 35.4-15 Pursuant to application dated 1/27/2023 and approved by the Building Inspector. To expire on 8/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $232.80 CO-ALTERATION TO DWELLING $50.00 Total: $282.80 Building Inspector ELD INSPECTION REPORT DATE COMMENTS S FOUNDATION (1ST) j ------------------------------------ FOUNDATION (ZND) l/o O �3 q. , ROUGH FRAMING& 1 PLUMBING n� r INSULATION'PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS - r O m a b M V 1� l TOWN OF SOUTHOLD—BUILDING DEPARTMENT z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. U\ Building Inspector: &&&CCCOOA l ll, I Ofl Applications and forms must be filled out in their entirety. Incomplete BUilC18Nd® EPT applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:1/27/2023 OWNER(S)OF PROPERTY: ,Name:Mark_- McGoey _ . _.. _... _ _..._...._.-w.r_ .�.._-- SCTM# 1000-35-4-15 �._.-...._.. �.-. Project Address: 1825 Gull Pond,,Greenport, NY Phone#:607-467-5634 Email:honeyjpq@mp�.com Mailing Address: 1_825 Gull Pond, Greenport, NY 11944 CONTACT PERSON: Name:Michael Hand Mailing Address:PO 1256,__Mattituck, NY 11952 _ Phone#:631-965-1947 Email::michael@mchdesignservices.com DESIGN PROFESSIONAL INFORMATION: Name:James Deerkoski,-PE __- Mailing ss:Addre 1952 - _.._260 Deer Drive,_Mattituck,_N Phone#:631-298-5506 _ _. -___._ . Email:jamesdeerkoski@y_ahoo.com_ _ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $35,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:residential dwelling. Intended use of property:residential_dwelling_ ,v Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes []No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises'and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Anne to Schumacher BAuthorized Agent ❑Owner Signature of Applicant: Date: 7)e:?70R STATE OF NEW YORK) SS: COUNTY OF �)I,/l u 0 =w being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ri (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 ?7 day of -Jkjvp,&,Y ,20 a3 JgPry FDf 0 C.BARCM Notary Public,State of NeWYOrk No.01 BA5023957 PROPERTY OWNER AUTHORIZATION Qualified In Suffolk County (Where the applicant is not the owner) Commission Expires Feb.22.20-1A I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 JiLliltlin,t J%__ A U O'n IS,lir Ad Jrc�:,'i oudlori-::k: ao IN ale) 0 D / G"V F M C H- Design Services JPAPPRROV0 AS N0Ti Ea Q� DAT B.P.# www.mchdesignservices.com FEE: BY: phone: NOTIFY BUILDING DEPARTMENT AT (631)298-2250 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: email: 1. FOUNDATION - TVI,O REQUIRED michael@mchdesignservices.com FOR POURED CONCRETE 2. ROUGH - FRAMI;NIIG & PLUMBING u. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. PLU1 1 'ING ALL CONSTRUCTION SHALL MEET THE ALL PLUMBIC 3 REQUIREMENTS OF THE CODES OF NEW &WATER Lit ES NEEI . {- YORK STATE. NOT RESPONSIBLE FOR TESTING,BEFO CO1lEk'l DESIGN OR CONSTRUCTION ERRORS. - COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SO Irt� i Ywr r: G BOARD S ',I,,vLu � ,uiu TRUSTEES LOWER DECK OCCUPANCY OR t� USE IS UNLAWFUL WITHOUT CERTIFICATL- [IT Z UPPER DECK OF OCCUPANCY 0 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE 7-- •-- •-- 3.10`A DUTCH WAIL `=RTIFICA TE OF OCCUPANCY II E I I II I L II I r ,SOLDER USED IN WATER [� W Q SLOPEOGEWNG ' , _ - - - SUPPLY SYSTEM CANNOT Ld O rx cHEN EXCEED 2110 Of 1% LEAD. O r . L 00 a W 00 1 00 V a _ BEDROOM NO,3 S LIVING DINING ` Lr) O HALL 'L — — — — — — — — — — — — — — — — — — — �J " E r SLOPED/CEILING AT o. D ENTRY � SITTING ROOM B BEDROOM No.2 \/ O WALK-IN CLOSET O O PORCH BATH No.1 .............................................. O BEDROOM No.1 ——— EXISTING FLOOR PLAN EXISTING FOUNDATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" DRAWN BY: MH 1/19/2023 SCALE: SEE PLAN SHEET NO: E F NFw g�P '5, ^(ERA �O ran o — ,4 m =. w 0,>25 USSIU F ------------------------------------------------------------ 1 I I 1 1 1 1 -- I 1 M C H I 1 I 1 1 1 Design Services 1 I 1 I 1 I 1 I 1 www.mchdesi.qnservices.com I 1 phone: I 1 (631)298-2250 I I I I email: michael@mchdesignservices.com I I ------------------------------------------------------------ I I 1 I 1 I 1 1 I 1 I 1 I 1 I 1 1 I 1 I 1 I 1 1 1 1 1 I 1 I I 1 I I I I I 1 I I 1 1 t I 1 1 I 1 1 1 I 1 1 1 I I 1 1 1 1 1 I I I 1 I I I I I I I •---------------- I 1 I 1 1 1 I 1 I 1 I 1 3'-10"h DUTCH WALL LJ1 D o J v a z � H N � cno ----- ----- ----- ----- a 1 I -I I I I I � � � I I I I LLJ Vol 1 I o I 1 o N rl 0 ALTERNATIVE OPTION: ADD HSS 3.5 X 0.25 STEEL COLUMN ON 60"X60"X12 FOOTING REINFORCED w/(10#4 BAR ew) REPLACE BEAM w/(4)9-1/2 ML w/(3)3/4"STEEL -- ----------- - (FLUSH OR DROPPED) I I I I I I I 1 EXISTING STEEL 16"W"d BE 1 I OPTIONS TO REPLACE(UNDER OR UPSET): 1 1 1).(4)14"ML w/(3)1/2"STEEL 1 I 2).(4)11-7/8 ML w/(3)1"STEEL 3).(5)11-7/8 ML w/(4)3/4"STEEL I I 17'-10%" •------------------------------------------ --- I - I � I ' N ' 1 I I I i I I I I I i I 1 I 1 I 1 I 1 1 1 1 1 I I I 1 I I 1 DRAWN BY: MH PROPOSED FOUNDATION 1/19/2023 SCALE: 1/4" = 1'-011 SCALE: SEE PLAN 0 NF SHEET NO: DY O t * >� 0 r O 0?25 2 �� �FCSSIO P�" 1 1 2" 2" O• O• O• O• 12" Qe 0• OO 0 2" • e • • • 2„ s: " � 0• � O• • e ee e • M C H FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED ANCHOR WITH 16 OC 21n,EMBEDMENT LENGTH ® O • • •• • CcDesign Services No.10 WOOD-SCREWS p p LOWER DECK BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH 1/41n.dia.LAGSCREW BASED ANCHOR WITH IV OC 21n.EMBEDMENT LENGTH ® e ®® • www.mc esignservices.com 0 0 O• O• 3/4"APA PLYWOOD phone: 1/2" SHEATHING"APA RATED SHEATHING 631 298-2250 GRADE PLYWOOD (ALTERNATrME:7116"O.S.B.) ® ® ®® • ° email: 0 0 1/2"All,RATED SHEATHING GRADE PLYWOOD • O (ALTERNATIVIVE:7/16"O.S.B.) mIC ael@mchdesignservices.com • • •• • • O • FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS — 9 [�� BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1141n.dia.LAGSCREW BASED ANCHOR WITH 16"OC Q 21n.EMBEDMENT LENGTH • • • • • TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: AND EQUAL OR SMALLER 2-2X4 DF#2 STUDS CONNECTED Q TOGETHER WITH STAINLESS STEEL BASED NOCHORRWITH 8"OC THAN 6 FEET OR GALV BOLTS W/WASHERS 21n.EMBEDMENT LENGTH ANDD NUT NUT502'-D"D.G' UPPER DECK No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,OC 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BASE dia.LAGSCREW Q BASED ANCHOR WITH 16"OC THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Dr — — — — — - I I r — — — r I I I I I I i I z I I I I I I I I I I I I I SLOPED CEILING I I L - - — - - J I I L — — — L - - - ' 0 11 — — — — — — — — — — — — — — — — — — — II KITCHEN I I p ALTER(TBD) 00 n RAISE CLG TO 00 MATCH EXIST. I I n 3 OO 36 41-011 _ BEDROOM NO. 2 I I Q LIVING / DINING V a 11/4 11/q 11/2 1114 11/q 11/4 11/2 11/4 m I 10'-3"CEILING C SINK LAV. 6, LAV. e I I V O W.C. W.C. �3" �• I I Ln Ln F+i SHO ER SHC WER F.A.I. P4 - - - - - - - - J I RE-USE EX.WDW RE-USE EX.WDW 00 2 11/4 3 2 3 11/2 C.O. 2 1 1/4 I C.O. 8-8Y2 I I W HALL � 1 n I I (2) -3/ X9- /2 L HDR W 3 3 II V \ r-- — — — — — — — — — — — — — — — — — — - 3 O ) II 4 — II I II 3 + I I SLOPED CEILING Z SLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED BATH No, 2 I I I I J OFFICE z� 4"C.I. SEPTIC SYSTEM ALTER I ENTRY I I /� a w O TRAP HOUSE I I Lu O I � I I WALK-I N 5 BEDROOM No. 3 I I I I I I CLOSET PLUMBING SCHEMATIC SCALE: NOT TO SCALE PORCH fV 2 m 5� 12 BATH BO b� ALTER R - t ° ALTER RAISE CEILING - -- - - - - - - - - - - - - - - - - - - - - PROPOSED FLOOR PLAN BEDROOM No. 1 - - - - - - - - - - - - - - - - - - - - - - - - - 2'-On SCALE: 1/4" = 1'-0" w 3 - ')l .4 o o - i v' „O 3 C71 O in Ln �1z w Ll I L IL I i. I I 1 11 E W D �. pF NEIV T-0%" , .�P ). DEER 0 �- DRAWN BY: M H e" Ld 2/14/2023 FC? do y0ti �� A�OFESS NPR' ' SCALE: SEE PLAN 4 4 4 .: . .. .. . .. .: . .. . . .. . .. .: SHEET NO: B CROSS SECTION FEB 17 2023 2 3 SCALE: 1/4" = V-0" --' 1311lI,DiNGlJNPT. TOWN CIFSOOTHOLD 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. M C H Design Services KING STUDS ° ° RAFTER WALL STUD www.mchdesi-qnservices.com ENDWALL CRIPPLE STUD BOTTOM PLATE (631)298-2250 ° o • BRIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP NUM13 ER DESCRIPTION APPLIC ATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 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 JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 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 RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUDI 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP so CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST BLOCKING BLOCKING 2x4 LEDGER FOUNDATION � � TOP PLATE ' FINISH WALL AND MOISTURE 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 _ _ ( �1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF f 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 ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ' FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18gc. STRAP AND JACK STUDS 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 INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 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 ;pp op L—----- / ROOFING LAPS BASE O , FLASHING 4 INCHES W A I ' BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME O EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING P-1 W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT v WOOD JOIST � a —► TOP PLATE "" GIRDER/HEADER SIDE WALL FLASHING N P,.1 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 Q 00 Z P FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS W INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION Vol 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED r F� 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. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE 8" 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS O ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O I O TERMITE SHIELD SUB FLOOR SILL GASKET - 1— Z ' WOOD JOISTS TYP. CONC. FOUNDATION ^ \ CONC. SLAB GAOSKETNE �,�� 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPR00'= EXTERIOR 6 MIL. POLY V� 6MIL POLY ON EXTERIOR V GRANULAR FILL � �` ; I BOLTED TO STEEL BEAM WITH ° p ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. v STEEL COLUMN I ' v ^ / N LAB ° d ' ° d 'p o, c'° ROOF JACK \� ` �� �� STEEL BEAM 0 CONC. S a a n r\ " ANCHOR BOLT EMBEDMENT: I �. ° COMPACT FILL POURED CONCRETE: 7" ` ob 4" x 1/4" x 8" STEEL % � ' o f BLOCK WALL: 15" ROOFING LAPS �. I TOP AND BOTTOM PLATE KEYWAY FOOTING o � ° d ° ~ FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT c n �'n n CONC. FTG. p Q•p G o' SIDES AND TOP USE WITH 3x3 SQUARE WASHERS ` 1/2" GROUT L e' ° O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) . u • ^ I I 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I ( 10 KIPS ) DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS , SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL I � SUBFLOOR CONC. SLAB I I DOORFRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR I I USE 2X8 ' I I STEEL BEAM FOR B LOC KOUT 4" SLAB ' P.T. PLATE W/ 6X6 WMM I I SLOPE ' 1/2" AIR SPACE `�`� 4 1 <� ° o• 4"DRIVEWAY —� HEIGHT WITH A NOTCH �AILINGIST NPLATE IF NEEDED) DRAWN BY: MH ' 0 �., , AT END AND �• 7 7 1 ° e ° :a , ° TO BE APROX. 1/2" OR HIGHER THAN GRADE ° �"_"•"_"«"'-""� ES OF WOOD _ ° STRAPPING KEEP�p ° STEEL BEAM TO ALLOW FOR SHRINKAGE c BEAMS o n D o n O a , •° (PROVIDES APPING TO K E JOISTS ALIGNED) _Q 1/19/2023 6X6 W.W.M. �° _iil 12 D. ,'D o D n ^ ° - p p O o n O ' p II=W I I I=11 I I SUB FLOOR MIN. �, •n n 'A �'� 4A �'� 4 ���NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° � '.r o —I •� GI REINFORCING BAR ° D REINFORCING BAR a ° NOTCH EQUALS 1/4 DEPTH OF BEAM ��I� n D o0° n o �o n II�I I I OIST SCALE: SEE PLAN DRAIN TILE •c s° SHEET METAL / 30# FELT UNDER BEAM AT POINT II� ° a Ln O° O° l P STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _M—rn�TT=r1 0 o•� 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A �� SHIMS TO LEVEL BEAM SHEET NO: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. N 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET A o"2 ��P"�Ssiol$" v NAILING SCHEDULE PLAN CONTENTS: CjE �� ERAL NOTES WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL r 1-1/4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING M U H When a collar tie is used in feu of a ridge strap, the number of 10d common nails required QTY. SPACING 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) Design Services TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL 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 COMMONJOIST TOE-NAIL www.mchdesignservices.com 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 phone: 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 01.7 (631)298-2250 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 DESIGN DEAD LOAD(PSF)R301 I8 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 15 RAFTERS GREATER THAN 3:12 PITCH U180 email: 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) michael@mchdesignservices.com OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: INTERIOR(LIGHT FRAME)WOOD WALLS to meets current federal, state, county and vocal 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 ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 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 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) L/240 even be adhered to ven if in variance with the plan. Y p 2 - 8d COMMON GUARDS AND HANDRAILS 200 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360 RIM BOARD EACH END 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has riot been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 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 QTY SPACING 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 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, TOP PLATE E 2 - 16d COMMONPER FACE NAIL EXPOSURE CATA 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 PATHH SEE CONSTRUCTION ANDWIND PATH CONNECTION ORY (DESIGNED FOR EXPOSURE C) 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 I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Typep STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 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 HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS 50CARBON 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 HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA t� length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 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 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4 - 8d COMMON PER TOE 20 PSF 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES < 1:4 �I be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE �T� A 0 CZ 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: p g g' BLOCKING TO: EACH TOEEE NOTES: 1 ( BOTH FIELDS) ' t , 0 Z 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 '�""` O 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL r ►� a w 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 v 6). Crawl spaces to be provided with a minimum 18N24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL V Z 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES a DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dam roof exterior of foundation with bituminous coating as required b current TO BEM JOIST NAIL 0 C4 Pp g q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. < 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 L ) O the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be galvinized or stainless steel. 3 - 16d COMMON g p p g. g g TO JOIST I 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, CV a and nuts. BAND JOIST TO:hers 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 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. a 00 'Z� Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: l W w FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SH EATH 1 N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. NAIL NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. t n 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 l (� 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. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For O 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- SIBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: (� Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 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. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD O otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) GYPSUM 4). Unless otherwise rioted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS 7 O.C. EDGE where needed. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6). Concrete piers shall be a minimum 6" above grade. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C .. FIELD INTERIOR ZONE 18d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 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 41 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 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 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 WFCM - SBC PLUMBING N G NOTES be used. anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE 6d COMMON 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 tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 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. " O.0 . FIELD on plans. WALLBOARD 10 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, NAIL NAIL provide adequate biotin and later to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" 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 8d COMMON12" O.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 under all bearing walls. NOTES:� NYS Residential Code R302.11 -FIREBLOCKING REQUIRED 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 fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 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 feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin m walls constructed 11). Unless otherwise rioted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing g g CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) " q g 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, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings cove ceilings. 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor p g g• ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. DRAWN BY: MH 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 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. 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. ( ) 1 19 Z023 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of ) g TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Flame and products of combustion. 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5 all thick typee 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. SCALE: SEE PLAN to have regular 1/2" shreetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 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 torch down type material over. and R315 of IRC. OF t4v SHEET NO: P3 6 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G C� �o O'P be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP �A n; ; . AND BASES.USE WITH FLASHING CAPS TO cr_ COVER TOP N CQA 0;?2 �O�SStON