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HomeMy WebLinkAbout49467-Z � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 49467 Date: 7/12/2023 Permission is hereby granted to: Mamukashvili, Zurab 1 Linda Ct PO BOX 834 Shelter Island H hts, NY 11965 To: reconstruct front covered entry to existing single-family dwelling as applied for. At premises located at: 275 Marina Ln, East Marion SCTM #473889 Sec/Block/Lot# 35.-8-5.10 Pursuant to application dated 6/5/2023 and approved by the Building Inspector. To expire on 1/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $224.00 CO-ADDITION TO DWELLING $50.00 Total: $274.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 lies://w-ww ,sontlioldtow iln .Row° Date Received PkICA n0N FOR BUILDING PERMIT For Office Use Only u r � t PERMIT NO. 4q40Building Inspectors ti JUN 0 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 05 !>I IZ 3 OWNER(S)OF PROPS aa Name: Z— U P 4 A M v I<- 4 S:� CIJ L,-! SCTM#1000- Project Address: 000-ProjectAddress: � �c H,49:1 Phone#: 2- Email: U�.��a - �o � � � 8' z h va G c q ahac . Mailing Address: CONTACT PERSON: Name: C tlaI4 It T Z „� . Mailing Address: Litt, v ( � � Phone#: Email: rc ' DESIGN PROFESSIONAL INFORMATION. Name: 9A� Mailing Address: Phone#: Email; CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structured'dition t Alteration ❑Repair ❑Demolition Estimated Cost of Project: AO-ther Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? Ms ❑No 1 PROPERTY INFORMATION Existing use of property: M r � Intended use of property _._.._.�.���I.I"._.._..�._��.,..,..._,.__._..�._.__�.._ �,•,,�„�. ..�__.__ .�.. .�„ _,,, __..____ ....__..�,.,, ._._......__ 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. ❑ 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. W - � �+ zed Agent 0Owner Application Submitted By(pant name). Authori Signature of Applicant: b i A,� Date: t) CONNIE D.BU IL ' Notary Public,State of New"York STATE OF NEW YORK) No.01 BU6185050 SS Qualified in Suffolk County ommission Expires April 14,�WCOUNTY OF- �. C f „ ��....�._._.„,,..) LAU4” P/Z ft.rm � �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing r'.alitract)above named, (S)heisthe , � (Contractor,Aeiat., .,I:� Iorate Officer,apt ) 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 of201 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner)mmm Zurab Mamukashvili 275 Marina Lane, East Marion, NY 11939 resng at .... .. . .. v _ ... do hereby authorize Mark Schwartz to apply on my behalf to the Town of S 5 iold uilding Department for approval as described herein. 6/2/2023_ Owner's Signature natp ZQP2ff13 MAM(4 KA S111_VIW Print Owner's Name 2 III L.. If As-�('-WJYT S 520 14' 08" W SITE DATA 62.93' PROPERTY: 30,477 SF 0.7 ac 1--� ESTIMATED AREA OF 600 SQ 7 S 6gGROUND DISTURBANCE: I--� O 0,5 DESCRIPTION: AREA LOT COVERAGE: CIO -v EXISTING HOUSE: 1871.5 SF 6.14% EXISTING PORCH: (50.9 SF) (TO REMOVE) o 90- 7.51 EXISTING DECK: 222.5 SF 0.73% OEXISTING SHED: TBD TBD r- TOTAL: 2094.0 SF 6.87% N DESCRIPTION: AREA LOT COVERAGE: PROPOSED PORCH: 60.0 SF 0.19% O 6 COMBINED TOTAL: 2154.0 SF 7.06% ON �-- N 0� METES AND BOUNDS: SURVEYOR: YOUNG AND YOUNG DATE SURVEYED: NOVEMBER 22,1993 `— SCTM: 1000-35-8-5.1 ELEVATIONS REFRENCE: NAVD 1988 W h O STORM WATER MANAGEMENT DETAILS 100%RUNOFF AT DRYWELL DRYWELL H LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: � a � NEW PORCH ROOF AREA:70 SQ.FT. 12 CU.FT.(70 gal.) (2)FWHFLO-WS W QO 50g l ea W z OGEE GUTTER-STANDARD 5" v 1 C ku py NOTES: I}EXECUTION: kr) A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. rl- 2).PREPARATION: N z 3 3.5' A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. E..4 B),PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. EXISTING O C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR DECK METALS WITH PROTECTIVE BACKING PAINT. TTl O _ B.INSTALLATION: F+I A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 16.5' DK' 16.5' O O 22.0 I).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER(LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 12.0' ACCESSORIES. W B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT N CONNECTORS. f�I 2 STORY 1 STORY 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CO N NNECTION WATERTIGHT. FRAMED HOUSE 12.0' FRAMED GARAGE WELLS TO BE 10'MIN. 4).PROTECTION: NO AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROTECT. C B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL T..4 4.1 1{ N N COMPLETION. (v v CU 3 4.3 -- 4 .B' zz.o' 33.5 m C T I ;;DRY °�` 0 DW 10.0 ASPHALT WALKWAY �,y WIn TOP SOIL LOCATION ` op W o EXISTING 50.9 SF WOOD FRAME PORCH o TO BE REMOVED AND SOREP CED PORCm p (V I P4 go WITH NEW 60.0 SF MANR H CONCRETE SILT FENCE Q N x WASHOUT I� u aJ CU O N .rrl W 2 � W m Q m zFill w u u TELEPHONE BOX® © N 520 14' 08" E WATER D _ 2 O C C•001 L _ r.90, O METER I� Q J�J r� ELECTRIC 62.93 1 Y6 BOXES WATER H MARINA LANE u W W W W W � � a Q SITE PLAN SU ER �- :'��' WIGS BRAWN: SCALE: 1" = 20'-0" 1. cw. SCALE: JOB#: 5/30/2023 , fi tam' SHEET NUMBER: S- 1 H - _ - -_ C � � z � z � o 0o a � W o 0 0 o no � _ --TT 7 o o °r cn m o �YT'r� HI-1 HLI TI-hil I I I I w Li v cc cz v4,v C7\00 CZHill IIII I IIIIIIIII I IIIII I ' ll Hill I IIIIII- Ill -r- IIIII 11 ,11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 1 1 1 ly 111u cV W H PROPOSED NORTH-WEST ELEVATION ' u SCALE: 1/4" = V-0" N N DRAWN: SCALE: JOB#: 5/30/2023 SHEET NUMBER: A- 1 F—� tH FD N Ll I Ll Li W -- - -- O 94 z O � N 0 Mo �, O C,21 o P-4 w V Lr4U r ' ON IC in I I I I JT I li.--] °° v `� v r=jO N PROPOSED NORTH-EAST ELEVATION PROPOSED SOUTH-WEST ELEVATION 4 SCALE: 1/4" = 1'-0" SCALE. 1/4 - 1 -0 d 'w y S t. cot, DRAWN: 1 Via, SCALE: JOB#f: 5/30/2023 SHEET NUMBER: Hl F--i F--I DOWEL#4 REBAR @ 6"OC TO CONCRETE LEDGER SERVICE (UNDER SLAB) ALONG EXISTING WALL I I #5 REBAR ° #5 REBAR @12110C I @12-OC L _ I--1 —SCWA WATER Q� 1 ° 4"(MIN.)CONC.SLAB SEPTIC O 1 REINFORCE w/10/10 6X6 WMM 1 O ° OVER COMPACTED CLEAN ' �D 1 o FILL I N O ° oD OoOo• Do DeDo 1 8"PC WALL w/ STEPS 1 '° '°_ _ (VIF)---- --16"X8"CONC. FTG REINFORCE w/(2)#5 I LEBAR(MIN.T BELOW I ° •° GRADE) (TYPICAL) L _ _ _ _ _ _ _ _ _ _ _ ,_All 71-411 ,_A1, Q PORCH - FOUNDATION PLAN PROJECT NORTH z c SCALE. 1/4 = V-0" C4 o N W v ---------- ABOVE � o ti N � N N EXIST. ENTRY c0 m o � a T3 v re re: LU v BARREL CEILING V ; U r' cu 100 T-0'h"radius oo i 0 N N 00 PROPOSED PORCH `" o W 12 16"ML RIDGE ; BLUESTONE -� �J 1X6 FASCIA _ _ 4 V _ _ _ _ _ _ T _ 12X12 FG COLUMN TO MATCH W/6X6 ACQ POST 1-3/4X16 ML RR @16"OC HOUSE cn CUT RAFTERS TO RAD. W AS SHOWN.INSTALL — - 2X4s AS NAILER FOR 1X (3)2X8 IX VINYL 16"d BLUESTONE TREADS T&G FOR BARREL CLG. I I GIRDER SOFFIT I I MASONRY STEPS V ----------------------------- 0 rn 1 II 1 10'-0" cn N; I I 12X12 FG 6X6 ACQ I I cV I I COLUMN POST I I I I co 1 I BLUE STONE TO BE INSTALLED I I PORCH- 1ST FLOOR PLAN �< PROJECT NORTH 2� I I OVER 4"(MIN.)CONC.SLAB I I G REINFORCE SLAB w/6X6 10/10 WMM gyp) SCALE: 1/4' — 1'-0" V ALL FILL BENEATH CONCRETE SLABS TO BE — - COMPACTED TO 95%RELATIVE DENSITY ° - "" �"^ W ' 6"GRAVEL(FYP) �+ ASTM D-689.COMPACTION TEST AS NECESSARY. 0 11- • _11�=111-III-III-III-III-III-111-111 .'e Q 8"PC WALL o 0 gyp) BUILT OUT WALL-----W - °• AT COLUMNS e O ' (SEE PLANS) M 171 (2)16"X8'FTG - W/(2)#5 REBAR iy DRAWN: " ,• SCALE: " JOB#: A CROSS SECTION A 5/30/2023 4 4 SCALE: 1/4" = 1'-0" �dt SHEET NUMBER: H CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNE WIND SEISMIC FROST WINTE ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAW I N G S SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNER LOAD (MPH) CATEGORY DEPTH TEMP. R REQUIURED RED HAZARDS RATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. MODETO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS MINIMUM 3000// KING STUDS CAPACITY. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL REMOVE AND ADO ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 957 PROCTOR DENSITY(PER ASTM D 6'38 CRIPPLE STUD AND ASTM 0 1557) COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION LEDGER HEADER RIDGE DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. J. Z All fasteners,hangers and anchors to be galvinized or stainless steel, � RAFTER JACK STUDS :0 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 1� RAFTER-TO-LEDGER CONNECTION, 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHEL5 HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION I APPLICATIONLOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1.1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at B'0 o.c.. ROOF I 1STA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 11Bga.SLOPE HANGER APPLY TO EACH RAFTER/UEFGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5).Flashing shall be Installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers 1-1/2"SPACE and nuts at 16"D.C. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. �W HANDRAILS RATTER 7).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. O 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE BALUSTERS Z WALL STUD RIM/DECK JOIST-4o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types 1� or provided equivalent graspability. W HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 Inches.If the handrail Is not circular it shall have a r^ RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater V 1 O SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RTIO 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION g EACH RAFTERthan 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT OVER USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR dimension of 2-1/4 Inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE A"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type Il.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 Inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM �1�• GIRDER/HEADER profile.The required depth shall continue for at least 3/8 W Inch to a level that is not less than 1-3/4 inches below the ae tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 Inches to a maximum of 2-3/4 inches.Edges shall have a minimum Z JOIST POST/COLUMN o° radius of 0.01 Inches. °o •„`O.s POST/COLUMN NAILING SCHEDULE _ O GIRDER/HEADER JOINT DESCRIPTION NAIL NAIL NOTES C4 sL QTY. SPACING 1 POST-TO-GIRDER/HEADER CONNECTN O IO STRUCTURAL PANEL 8 I AS PER TABLE 3.8 C7 (Y'l N U LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 40 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHO APPLY TO EACH COLUVIN 0 L0 DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: M O •� POlT•TO-TOCONNECTION M .G LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL NAIL r'•t "D HOLLOW COLUMN SIMPSON STRRI/2 I H.G. ANCHOR JAPPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NOTES � X O U JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI QTY. SPACING O RAFTER TO B'WALL:3-8d COMMO EACH �, rC In TOP PLATE 10'WALL:4-8d COMMOP I RAFTER TOE-NAIL w 2 CEILING JOIST T WALL:3•8d COMMOI, EACH TOE-NAIL «S Lf) +W-. TO TOP PLATE 10'WALL:4-8d COMMO C)JOIST O Go \ STU CEILING JOIST TO AS PER TABLE 3.7 EACH FACE JN•i �{1 o � PARALLEL RAFTER WFCM-SBC LAP NAIL O i iU•1 S� •'•.,•BEARING PLATErz CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ...�A GIRDER OVER PARTITION WFCM-SBC LAP NAIL ° COLLAR TIE AS PER TABLE 3.4 EACH FACEr-1 ,s,•, TO RAFTER WFCM-SBC END NAIL In U (t7 ° WOODJOIST •ir; r��.���' BLOCKING EACH TOE ds 2-Ed COMMONCz e�y(Y,;"••• ;:•c:: •�' TO RAFTER END NAILN cu v •' 3:,:. RIM BOARD EACH END LEDGER 2-16d COMMON Q r a GIRDER/HEADER I 'frs CONCRETE PIER TO RAFTER END NAIL 1 .:{ WOOD JOIST ,..•• •r WOOD JOIST ....:.. „•....... P~ :':':::...I.... :.:... ....::::� ••j: WALL FRAMING: NAIL NAIL I•-•-•. JOINT DESCRIPTION NOTES �.......(........... QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER .4 DOUBLE 2x TOP PLATE TO PER /,. T••••••...' 2-16d COMMO FACE NAIL W `(r•�•^'••Ii•^••••3 (MINIMUM) TOP PLATE FOOT ' CEILING JOIST TO BLDG.CONNECTION -TO-POSTALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADERIGIRDER CONNECTION TOP PLATES AT JOINTS FACE THE PROPER STEEL CONNECTOR. 4-16d COMMO LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS Q16"OC WITH WASHERS I I i OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ROD I I STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. E (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2-16d COMMO F••1 REQUIRED•••••- -• :.•I1 = STUD O.C. NAIL FOR STU •„_!...........• (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE U HEADER TO 16d COMMON 16”O.C. FACE O ••:J" HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2.l6d COMMOt PER 2x4 STUD END TOP PIECE OF SIDING AND i PLATE TO STUD 3-16d COMMOt PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER PIECE OF SIDING BELOW '• ..-SA••••i••••••••THREADED ROD :: Q: FLOOR JOIST•BAND 101ST, 2-16d COMMO FOOT FACE NAIL �y{� 1/2"DIA.LAG BOLTS W/WASHERS 3"c"'i ' "••CNW COUPLER NUT END JOIST OR BLOCKING a0 CONNECTED TO BLDG.p 16"OC r• POST N STRINGER I•"• �'• yr[ MINIMUM DECK FRAMING: p)THRU- t C�::i:.:..... v END DISTANCE NAIL NAIL .�.x ars � -.......�.., ...•s •• ..•s;<::::� :••••"' •••••. JOINT DESCRIPTION NOTES E QTY. SPACINGelf JOIST TO- PER TOE Psas a a" •.`. •. j••••••'- ••••..'jl �" •••••••• 4 SILL,TOP PLATE O-GIRDER 4-8d COMMO JOIST NAIL FLOOR FRAMING , PIER sb•TRUo L e •~•i:-...,.•,�_;,:•••''• MINIMUM s �,•, _ o •a<EN5 PMTANCE BRIDGING EACH TOE 2x JOISTS 1 .: v,�!h ;;• .• x"• 12"x12"x12" 2•8d COMMO •d.'. f: • TO JOIST END NAIL ° cvac SLI +' ••�•� ,,,s..}' :�:,�rsi•T' CONCRETE FOOTING .•+ + V •t p. a1;•••. s•� s•� BLOCKING EACH TOE TO JOIST END NAIL BLOCKING FOR - 2-8d COMMO J0157 HANGER �''e•a. ''• DECK MER � > • LAG BOLTS •0 coNc. ''•°: PCR PUN BLOCKING TO: EACH TOE pYj 4'-*:PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3-16d COMMOt I BLOCK NAIL RIM JOIST/BD. >• opt t SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE j.' •^:'tDECK POST FTG.CONNECTION TO -16d COMMO INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL •4 4 ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION JOIST ON LEDGER 3•Ed COMMO PER TOE 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTIN TO BEAM JOIST NAIL �ECK/PORCH LEDGER CONNECTION CONNECTION 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOISTPER END TO JOIST 3-16d COMM01 I JOIST NAIL BAND JOIST TO: 2-16d COMMOI I PER TOE NAIL SILL OR TOP PLATE FOOT i 1 P 'r4 ei► DRAWN: { SCALE: JOB#: �• ? 5/30/2023 SHEETNUMBER: s -4 REVISIONS: SITE DATA PROPERTY: 30,477 SF 0.7 ac L4qq&, ESTIMATED AREA OF 2000 SQ - GROUND DISTURBANCE: DESCRIPTION: AREA LOT COVERAGE: EXISTING HOUSE: 1871.5 SF 6.14% EXISTING PORCH: 60.0 SF 0.19% EXISTING DECK: 222.5 SF 0.73% TOTAL: 2154.0 SF 7.06% DESCRIPTION: AREA LOT COVERAGE: PROPOSED ADDITIONS: 124.3 SF 0.41% S 520 14' 08" W COMBINED TOTAL: 2278.3 SF 7.47% 62.93' S690 O METES AND BOUNDS: SURVEYOR: YOUNG AND YOUNG DATE SURVEYED: NOVEMBER 22,1993 S' 4S 11 SCTM: 1000-35-8-5.1 ELEVATIONS REFRENCE: NAVD 1988 YV O 97.5r GFA CALCULATIONS O LOCATION: AREA: z • PROPERTY: 30,477 SF e--• O F-i N (280-207d)GFA PERMITTED: 4385.8 SF EXISTING 1ST. FLOOR: 1214.6 SF n/ Q EXISTING 2ND.FLOOR: 1059.1 SF F•�T1� OEXISTING GARAGE: 532.6 SF TOTAL EXISTING: 2806.3 SF PROPOSED 1ST. FLOOR ADDITION: 124.3 SF PROPOSED 2ND.FLOOR ADDITION: 788.8 SF F•-•I TOTAL PROPOSED: 912.6 SF Z TOTAL EXISTING: 2806.3 SF TOTAL PROPOSED: 912.6 SFJ TOTAL GFA: 3718.9 SF I`--� O lo_� M-I SILT FENCE(TYP) Q r-------------------- TOP SOIL -TOPSOIL \ STORM WATER MANAGEMENT DETAILS LOCATION a, z I \ ` / / LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL LL i 2"RAIN PER HOUR PROVIDE: CAPACITY: I CONCRETE ( 33.5' 14 S' WASHOUT DW ' NEW PORCH ROOF AREA: 863 SQ.FT. 144 CU.FT. 8'X4'DW 169 CU.FT. �� � � EXISTING O DECK I PROPOSED ADDITION � 16.5' oa'� � 2.0' OGEE GUTTER-STANDARD 5" 16.5' o d Lu NOTES: O 1).EXECUTION: I N z A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. W 0 cv 2 STORY �� z N Q- 1 FRAMED HOUSE /12 0 /f�/F/ Q 2).PREPARATION: ..J A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 1-c in, /PROPOSED 2ND.FLOG B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 3 iO j �� / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q 34.3' 22.0' 33.5' C) METALS WITH PAINT PRO PROTECTIVE BACKING PAINTAL SURFACES AND . IN CONTACT WITH DISSIMILAR Z O � N ROPOSED F�y�yy EXIST. O PORCH 0 PROPOSED O 3.INSTALLATION: PORCH ADDITION A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCH ED TOWARDS LEADER 1"TO Y'FOR EVERY 40'OF RUN. DO 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. lf) U 10.0' ASPHALT WALKWAY T a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND [� • : ACCESSORIES. N LV B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT _ _ CONNECTORS. (/] L_ - _.__ - \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CV SILT FENCE(TYP) CONNECTION WATERTIGHT. W L() _ > N DRY WELLS TO BE 10' MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. I� /My� B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL LLf1 > W COMPLETION. V 0 ► Op c 0 O ° o o ° 2 M a M z 3 NSTRUCTI N "(16 ENTRANCE o 011 n WATER TELEPHONE BOX[ ® N 52014' 08" E METER R - 2855.00' L - 0.90 x rn FGA v� .V ELECTRIC62•(�3' BOXES J WATER w 8 a� ob :u � 4 m m MARINA LANE m U) 00 v W W W W W W W W Ww � W W---- � W u 0 un SITE PLAN SCALE: 1" = 20'-0" " �' AUG - 3 2023 ;4 Jll �T r� DRAWN: MH/MS SCALE: �• alJOB#: 6/27/2023 ` +�• 1"`i' SHEET NUMBER: S- 1 �r i z TTF X/T 00, I I L.I Hill 11L 11111 Jill nuFU I I I I T�11 I I I I I I I I I I I I I I I I I I I I El r�1 I�_ I i I T �_`fl I �� III I - --- - - - - 1111 LLI -. i i II W PROPOSED NORTH-WEST ELEVATION '. scnLe: vo^ = no^ � LL S CD cd MT Lo U 00 a xp 0 a � � U� i� � � � � �,[Ell =� - Lo � � � NUcVS 4 pnil Ll M I L:� It A. " owl� EXISTING NORTH-WEST ELEVATIONDRAWN: MH SCALE: I/9' = 1 .0 'ale .w`�F� z -0M f, ' ,Av ,�, En REVISIONS: _ — — — — — IL -FILP.. Hill Hill O I W I I`--1 H O 1--I M-1 i :. PROPOSED NORTH-EAST ELEVATION PROPOSED SOUTH-WEST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4 - V-0" W 41 � z N H Q W 0 m C E m O V P� m c7 O ° co -� oe, w v � *� �n U N °' all ,Itin N v .G W G W u C!1 =HH - - - - - - - - - - - - - - - - - - - d' N _. i I 0 EXISTING SOUTH—WEST ELEVATION '' ' ' DRAWN: M EXISTING NORTH—EAST ELEVATION .� MH MS SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ' ;� 4 SCALE: JOB#: 6/27/2023 SHEET NUMBER: REVISIONS: I IIIIIII Hill 11 11 RFEn '-Il Hill III I 1 11 1 1 � 11 HLIII ...I I IIIIIIIIII I I I I I I I I I I I LjLLj III 1 11 IIIFYT I Hill I I 1 11 1 11 1 1 I�yl III ....... —77 i, I i z w I � _ - O - Q PROPOSED SOUTH-EAST ELEVATION SCALE: 1/4" = V-0" 0 � � w � � o N L/1 W 0 v m O 011 Qj U XON ria ^ CC c0 p O mu w � o 4 � � E Ln ® � � � N 0V 3 w E=� LjL-Lj U O N d v I � 0 .. EXISTING SOUTH-EAST ELEVATION ''� SCP � SCALE: 1/4" = V-0" �. DRAWN: MH MS SCALE: JOB#: 6/27/2023 f SHEET NUMBER: A- 3 REVISIONS: -\FT1 1 1 1 1 ------------------------- EXISTIN6 MCK 0 r - - - - - - - - - - - - - - - - - - - 0 ------------------- �o EX.MASTER EX.WALK-IN EXIST.BATH CLOSET 0 EXIST.BEDROOM I EXISTING BASEMENT Ic EXIST.HALL --------- PULLDOWN STAIRz 5 :xl ------- EX.(3)2XIOCIRDFR2XI0 C Ex(3)2X1 0 GIRDER_____ > GIRDER ..... �/(2)LVL..$IDE;"' ....Fx.(3)./(2)LVI. SIDE; �/(2)LVt SIDE -- --- -- ----- ........... ------- -6::.......... ------------ . . ....z-:":- I..... ....... ....... ....... ...... EXISTING GARAGE – – – – – – – – – – – Ic EXIST,MASTER BEDROOM OPEN TOI EXIST.BEDROOM BELOW XA SERVICE- 71 1 1 L - - - - - - - - - - -A T7— t IIL L LOQ lCWA WATER SEPTIC ExImN,PORCH EXISTING FOUNDATION PLAN PROJECT NORTH EXISTING 2ND FLOOR PLAN PROJECT NORTH SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" tn EXIST,DEC CD ------------ - .................. ........................................................ ............................ ................ ........ ........................... ........................... 61W SOFFIT (2)11.7/8 LVL�/3X STEEL 0 ----------------- --- E] U d EXIST.NOOK EXIST.KITCHEN >,, .t .. ..... ......................... EX,HALF M Lrl 0 ----- EXIST.MUDROOM Lr) u EXIST,LIVING RQ-QU 00 RY EXISTING ,ARA cq GE .............................. EXIST.DINING ROOM O O OPEN TO ABOVE .0 . 0 N .................... EXIST. ................ ............ ... ........... 0 EXIST.PORCH (j) r--- ----------Irl J-1- ---------- N I----------------------------- EXISTING ROOF PLAN PROJECT NORTH EXISTING 1ST FLOOR PLAN PROJECT NORTH SCALE: 1/8" V-0" SCALE: 1/8" V-0" DRAWN: MH MS A c SCALE: JOB#: wp v 6/27/2023 SHEET NUMBER: A-4 REVISIONS: - — — — — — — — — — — — — — — — — — — — — — -- / \ O I \ I l I I I ' I I W I I B EXISTING DECK I I I I ' A Q #5 REBAR 121-011 #5 REBAR @12"OC @12"OC 2'-1111 3'-10'/211 ----------------------------- 4F ------------------- ------- - O O � a p• a o a p• a . I 7 �- I I I I I 1 I I I u VERIFY EXISTING FOUNDATION F--I I I I 1 I 1 I UNDERPIN AS REQUIRED(VIF) Ov ______I__ o X12 2X10FLlfSFI -- --- _ - I REMOVE EXISTING "' ' - ----- CONCRETE WALL ' N 1610C 1 N (2)2X10 FLUS(i EXISTING BASEMENT01 I__------— LL o (2)2X10 FLUSH BEAM 2X10 FLUSH BEAM 42'-11'/411 X cq ol LALLY COLUMN o X w/2'X2'Xl'FTG < EXISTING BASEMENT STAIR x N 1 Q--+--TO BE REMOVED.CLOSE OFF 6-O11 61-011 V� `---------' OPENING w/2X10 FJ@16"OC ri I 1 I EX. (3)2X1O GIRDER EX. (3)2X10 GIRDER ; ; EX. (3)2X10 GIRDER -- --- -- ,-----ry/(2) LVLea.SIDEi----- --- - "----iw/(2)LVL ea.SIDE "-- ---__"_I__�""-� ---- Jnr/(2)LVL ea.SIDt-----� -- - -- Frl ------------- -- -=i------__--�_____--- ----------------'i------------1--- ' 1 1 ' ----1-___-___7=1------1---------CI-----i------------ - ---------_- -'0-=�--- ________ _�_______===--I-= L -----------I---^�--�---------'1-=�--------------- v O -------------i-----i-----------1-----------------�------�------------I-- --- ------ U O I 1 I I I I I 1 1-- 1 1 I 1 I -_-_, """"" -----, EXISTING BASEMENT g� EXISTING GARAGE ~ --------- (EXPANDED) �O @ a DEMOLISH WALLS AS SHOWN Q W PATFG�WAILS ASZiEQUTRED----�` d - REMOVE EXISTING F---------� ---INST,4tL-NI?XWA4_I•S-AS3HOWN­-- �'T--- - LL a, CONCRETE WALL F �_________� POUR NEW SLAB TO MATCH ox I 1 0� � O V I-----"--"� x r?N O 1 I 1 14 cV LL o #5 REBAR111"81t VERIFY EXISTING FOUNDATION Q N @12"OC UNDERPIN AS REQUIRED(VIF) W (TyP' i SERVICE — —{� I #5 REBAR O @ 12"OC I N Q O (TYP) I � @ 0 a r"' q, SCWA WATER m I LEDGER BOARD TO BE FASTENDED N v (3)2X10 ACQ GIRDER s TO BUILDING WITH TIMBERLOK@ cm fin v 0 SEPTIC I EXISTING PORCH 4 M =t _ = SELF-COUNTERSINKING SCREWS .� v I I I BY OLYMPIC MANUFACTURING o m a ' 16X16 CONC. PIER (2 SCREWS @ 32"O.C.) To a g ; MIN.3'BELOW GRADE a c , ON UNDISTURBED SOIL 121-011 u vv - v _, o � ------------------------------- <( --------------- CA cu LnU -4, � <( B mN 0 1.8"PC WALL,DAMPPROOFED(WATCH EXISTING). 2.16"X8"CONC.FTG,REINFORCED w/(2)#5 REBAR 3.4"CONC.SLAB TO TIE INTO EXISTING,REPAIR EXISTING AS NECESSARY. W PROPOSED FOUNDATION PLAN PROJECT NORTH 4.2X6 ACQ SILL PLATE OVER TERMITE SHIELD,SILL SEAL V RS AND NUTS SCALE: 1/4" _ V-O'' 5 MIN 17"EMBEDMENa.ANCHOR OT,35 C AND W/I w/3X3 IEOF CORNERS N �j1,N x. I ., y • ;. s : y y DRAWN: MH/MS SCALE: JOB#: t 6/27/2023 SHEET NUMBER: A-5 REVISIONS: I I , I I , 1 I , EXIST. DECK B I I , I I , I I I W I I , I I I I I I I I I EQ EQ 4"SPACE BETWEEN STAIR AND 5'-4" Q WALL(WINDOW CLEARANCE) TW2852-2 �J TEMPERED 61/2"d SOFFIT 14r9t @ 7-5/8" t22 HL K (2)9-1/2 ML HE R (2) -1/2 ML R F7 DN p. ' O EXIST. NOOK I I o 31,711 i ! i rn STEP DOWN SOLID-CORE DOOR M--1 I _ LANDING v,,/WEATHERSTRIPPING d- F-i EXIST. KITCHEN (2j 2X1 UPSET AND DOOR SWEEP(TYP) ---------------------- ft -------------------- Q I I ,(WALL UND R STAIR) I I ------ ----- 2 2,_8„ � I I ---- ---- ft - — - — - )2X'-8"IO HDR ju- I -- uP ---- IX 1-81/211 21' Qi I I ---- --- H 1 II --------- N (4)1-3/4X9-1/4 ML FLUSH M O = .o U I EXIST. MUDROOM 00 ^ Q CLOSET CEILING AND ROOF TO BE N 1 oc REMOVED p O 0 1 L 1 w - - - - - - C\ O 0 , w EXIST. LIVING ROOM BASEMENT 2'-51/211 51-7" 3'-101/21' v VERIFY EXISTING DOOR o o (MIN.45MIN.FIRE RATED) M LL I 12)2 Z 1 m O ' W OZ 0 ,42" 1EXIST. DINING ROOMta__________ -1EXISTING GARAGE Z OPEN TO ABOVE CEILING AND ROOF TO BEO ---------- REMOVED. EXISTING HEADERSTO BE REPLACED.INSTALL TYPE-X o GYPSU1dAILELLNC-A EI\)/ALLS__-_-En 10 H AS REQUIRED FROM DAMAGED F- EXIST. ENTRY _011 OR MISSING SHEETROCK II 11 � w II II O iii V di rl fV 0: 1 (2)9-1/2 ML HDR (2)9-1/2 ML HDR H— II 1 VV, Ll 190 Ib I 11X U XO I I I 1 11 � I II I 11 ^ I I v --0 N 6-0 vl I I I I I EXIST. PORCHrn -------__-- (3)2X8 GIRDER---------- --� I I I --------- ------------- --------- I I I O N � lm m v u .r-, .-T, � U I I `.1 — — — — — — — — — — r, 1 ------- x to - 0 1__, �__� C� FO cc+ M O ------------ p u O � � O m ----------------------------- 12'-011 [3 Z w U 140 ---------------------------- �n 0 mU 011 B N 'o 0 P-4 PROPOSED IST FLOOR PLAN X PROJECT NORTH SCALE: 1/4" = 1'-0" u u ll` In 0 N d t a , c% v DRAWN: MH/MS " SCALE: � + JOB#: tA 6/27/2023 Q F r SHEET NUMBER: A-6 P REVISIONS: f--•i O $ A W 34'-0" ol Q 6'-6" 16'-611 11'-0" Z AX351 AX351 AFCW24 1 I 3) I-1/ M H R I I (3)9-1/2 ML HDR I O O ------------------- 20'-61/2" I EX. MASTER - I I o o Q I EX. WALK-IN EXIST. BATH d- °0r' I I `r' BATH CLOSET __-- ce OPEN TO BELOW D 1 I EXIST. BEDROOM ---- --- ' tfl No. 2 3'h RAILING ` I I nxi u I -======== I I N REMOVE EXISTING PULL DOWN -- $--- 51-81/211 21-61/2" STAIR.CLOSE OFF OPENING - v , „ I EXIST. HALL - CLOSET SOLID CORE DOOR -� v I 1 1 SLOPED w/WEATHERSTRIPPING O I 2X8 C1 1 FLOOR AND DOOR SWEEP CA I 16 OC i I 1 V FAMILY ROOM I -- Z ---- L - - - - J I I I I I I I I I 1 ry CN16'-2''/x"FIAT CEILING I c I I 1 1 I I I I I I I I - O LC -L ° N N I I I 1 I I I I P , 1 „ M I � m N E•-�JI 3 -6/2x , M I I 1 I I I 1 I I I I 1 M I N x U �}, W O V �.+ z �y ---- 4 CN ----- / 2)2X8 HD ---- --------- LINEN 91-0" I I z --------- BATH EXIST. MASTER BEDROOM OPEN TO --------- EXIST. BEDROOM I ---- BELOW 54 6" No. °cry LLI K7 m -------- Ln 2X6 P16"OC �xO I u E.- (2 2X8 H R NQW" I I N 1 F- O CXW135 \ I I a 1 O O I I I q ' fV - I (3) 9-1/2 ML HDR I ^ AFCW24 0 6'-011 6'-0" 11'-0" 11'-0" co o m v Lo ° 12'-011 22'-011 p° v a O ° 0 � � c <( $ <( A � � ,r, u co �n N cu Ow IcG W u H PROPOSED 2ND FLOOR PLAN PROJECT NORTH ° SCALE: 1/4" = 1'-0" N N w r. Kt DRAWN: MH/MS SCALE: ' JOB#: 6/27/2023 SHEET NUMBER: ,� aF,S REVISIONS: A B 16'-4'1 BUILT OUT GABLE / 12"OH -------------------------------------------------------------------------------------------------- -- -- -- -- -- -- -- r -------------------------- ---------------------------- ---------- I I 5-1/4X 1. , _ J PARALARALLAM-- – – _ I COLUMN ' 1 I I QZD 1 1 y I EXISTING PULL DOWN STAIR i � /A� I ' TO BE REMOVED. ,� �Lq 2X10 DF#2 RR X16"OC ,.CLOSE OFF OPENING(2X8 @16"OC), I I ' INSULATE CAVITIES,SHEETROCK. , 0 12 ' TAPE/SPACKLE,PRIME AND PAINT x 1 1 ADD ATTIC SUBFLOOR OVER TO `� ' I I MATCH E XISTING(VI� ' W Q I / ' C ' I / ' O I u V (3)2X4 STUDS 2 cf � ' [� I ,rl 1-3/4X16 ML RIDGE 1 1 1 1 I I 1 1 I I 1 1 O ' x M 1 Al1 1 1 1 1 1 M N 1 � x 1 1 1 1 1 1 11 1 I I m 1 1 V v� O ~ 12 J , I 1 12 Q I 1 12V. � / of P Of 2X8 RR I I O 2X6 CJ x C / ' @16'OC H I I N I I 1 Z I I 1 O I I 1 I I 1 ' 1 1 I I I u 1 ^� 2X10 DF#2 RR C816"OC � I I1 5-1/4X5-1/4X1.8e PARALLA 1 - - -- -- --1_1_d_1_d- -- -- -- -- -- -- -- --!_1_!_d_1_ /- -- -- -- -- -- -- --!_! _1__l__1__1__ -- -- -- -- --!__: / V COLUMN ' - - •------------------------------ ----------------------------- � � / � � 12 � 12"OH 4 � of a 16'-4'1 X N BUILT OUT GABLE w 0 w W O B A H a Z PROPOSED ROOF PLAN PROJECT NORTH N SCALE: 1/4" = V-0" w CN cu a al O 1X8 W/1X2 P� a VINY TRIM BD. (zo a U011 1X2 VINYL TRIM BD. BUILT OUT SOFFIT 00 N v o W 4 2'-0"DIA.ROUND — 1X8 T&G V1 VENTED LOUVER VINYL BDS. � � W 1X4 VINYL TRIM BD. BRACKETS AS SELECTS U BY OWNER O GABLE SOFFIT V) 5/4X8 FREEZE BD. 5/010(RIPPED DOWN) FREEZE BD. Emln( N P4 CA 11 _ 1- 11 x GABL D D ETAI LS. DRAWN: MH/MS SCALE: ►Y�+O," % a'" 4 JOB#: a " 6/27/2023 �, + SHEET NUMBER: REVISIONS: (3)1-3/4X16 ML RIDGE (4)1-3/4X20 ML RIDGE 2X10 RIDGE r @16"r r --_j f --_j L-�_f --fs _ 2X6 16"OC I 2X6 C1 @16"OC 12 2+gyp 12 UNFINISHED ATTIC w ��� i U00 � Q O� 2 _ MIN.5/8"SUBFLOOR 1i _ = 2x8 CJ@16"OC I I 2x8 CJ@16"OC _ — _ — _ — _ — _ — _ N LUZ J O O +I W N = FAMILY ROOM 0 bo ---- ---- 0 [-•-1 --------- r7 12 „oc - 4 �6B L R ----------- - - - - - - - - - - - - - - Q 3/4"SUBFLOOR W 2X10 DF#2 FJ@16"OC -,_________- Cill 2X6 CJ 16"OC 11 , - - — - — - — - — - — - 14"TJ1560 WOOD4 FJ @16"OC F-•-� (4)1-3/4X9-1/4 I EXISTING CEILING AND ROOF TO BE DEMOLISHED -_-_-_-_-_----• (3)2X8 ML FLUSH BM r REDUCE WALL HEIGH AS REQUIRED FOR NEW n ('---------• M. GIRDER 1 FLOOR SYSTEINSTALL TYPE-X FIRE RATED SHEET- L-____-_-_. ROCK ON CEILING AND WALLS(FOR REPAIRS/PATCH) POST ' (TYP) O o EXISTING GARAGE 0 H 2)2x10 11 111 1 31'1 SUBFILOOR I FILLISH 4 DECKING — - Q~ 2X6 AC 16"OC 2X10 DF#2 FJ @16"OC n^ (3)2X10 ACQ REPIiACE EXISTING FL R F-i GIRDER i : 4 ' b„ •� - 16X16 O CONC M PIER ;; EXISTING FOUNDATION ' ' ;', 8"PC WALL .: °: WALL TO BE REMOVED ; ; ; ° DAMPPROOF O W 8"PC WALL DAMPPROOF ,, ' •� A CROSS SECTION A I i � — _ g �o SCALE: 1/4" = 1'-011 O POUR NEW •SLAB AS REQ. `--- ' p "•p C) EXISTING FOUNDATION WALL TO BE REMOVED POUR NEW SLAB AS REQ. e CROSS SECTION B Generated by REScheck-Web Software C/) 0 8 �o SCALE: 1/4" = 1'-0" Compliance Certificate N 3 � Q W 11/4 ) 11/20 11/4 Project MAMUKASHVILI HOUSE W.C. LAV. Energy Code: 2018 IECC Location: Southold, New York SH ER Construction Type: Single-family Project Type: Addition 0 2" z" Climate Zone: 4 (5572 HDD) 2 I 3 Permit Date: C.O. O 1 1/4 N CU l~ Cf) CO M CU u O• Oe O• Oe 2" O• 0 ® e z" e • • e • �2., Permit Number: 3 CO 4 Construction Site: Owner/Agent: Designer/Contractor: p°o n o 275 MARINA LANE C) `' x o U p p O • • •• • • EAST MARION, NY m w � FASTENER TYPE: SPACING: Q1 O) No.B WOOD-SCREW BASED ANCHOR WITH 16"OC 6'+°. -!1!.�.1-k-.1.11""(- �'.,da.a -„) .�,�. .G �r :,ka �) <.Lm� • U atin.EMBEDMENT LENGTH 11/2 11/4 .5 .0 4® O • • •• • • No.10 WOOD-SCREWS .. ... ... ..._, .. ,}, BASED ANCHOR WITH 161,OC O• Compliance: 6.2%Better Than Code Maximum UA: 162 Your UA: 152 Maximum SHGC: 0.40 Your SHGC: 0.33 aLI, LAV I3„ >~ tin.EMBEDMENT LENGTH The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. W.C' F.A.I. � U m '-. •" 1/4in.dia.LAGSCREW It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. � BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH ® • •® ® ® Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade N ✓~ °1 O O O O j assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. ,� W 3/4"APA PLYWOOD I-'-I SHEATHING 1/2"APA RATED SHEATHING 30 GRADE PLYWOOD MVE ® • ®• • e 1111/40 1/2"APA RATED SHEATHING (ALTERNAT :7/16"0.5.8.) [) Envelope Assemblies c.o. GRADE PLYWOOD • O - 3 (ALTERNATMVE:7/16"O.S.B.) s e •• e • m • .[.�.,'I, ;.�•,�:),I.i.i;-k 'a,.?-�Y.�i�l'..t.�a ��*:.i•+±rJ.� ���.�=,I�'(:1� :�. 4 _ _ -__ . _. _...,_ .-__. __ .....W _ _ _ �.�._. ..__..._._.. __. _-. _ _ _. _._. FASTENER TYPE: SPACING: 2X4 DF#2 Ceiling: Cathedral Ceiling 802 30.0 0.0 0.034 0.026 27 21U V BNo.8ASE ANCHOR WITH sTuos SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED p BA.EMBEDMENT WITH 10"oc 0 1ST. FLOOR-WALL: Wood Frame, 16" o.c. 192 20.0 0.0 0.059 0.060 8 8 4"C.I. SEPTIC SYSTEM Cn WINDOWSILL tin.EMBEDMEMLENGTH ® • •• • • TRAP HOUSE TYPICAL WINDOW OPENING No.10 WOOD-SCREWS Door: Solid Door(under 50% glazing) 21 0.280 0.320 6 7 BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH o� THAN4FEET 1/41n'dia.LAGSCREW Window: Wood Frame 30 0.300 0.320 9 10 SHGC: 0.31 N BASED.EMBEDMEN WITH 16"CC o o PLUMBING SCHEMATIC tin.EMBEDMENT LENGTH ® W. ® • • 2ND. FLOOR-WALL: Wood Frame, 16" o.c. 870 20.0 0.0 0.059 0.060 45 46 TYPICAL DOOR OPENING FASTENER TYPE: SPACING: 11 1 11 MULTIPLE F#2SWOOD TUDSASSEMBLIES SCALE: 1/4 — 1 -0 PANEL SPAN GREATER THAN 4 FEET 2.2X4 DF#25TUDSCONNECTED CASEMENTS/AWNINGS: Wood Frame AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW SHGC: 0.34 59 0.270 0.320 16 19 OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC THAN 6 FEET AND NUTS @2'4)"O.C. 2h.EMBEDMENT LENGTH ARCH WINDOWS: Wood Frame 41 0.280 0.320 11 13 (� No.10 WOOD-SCREWS SHGC: 0.33 TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH 1ST. FLOOR-FLOOR: All-Wood Joist/Truss 269 21.0 0.0 0.044 0.047 12 13 �✓ AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW BASED Q 2n EMBNCHOR DMENTL N 16'OC 2ND. FLOOR- (OVER GARAGE): All-Wood oistrrruss 533 30.0 0.0 0.033 0.047 18 25 THAN 8 FEET tin.EMBEDMENT LENGTH J WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other _ calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING REScheck Version ; REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMJM 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 Name-Title Signature Date t 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. E „ HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. q +Q DRAWN: MH/MS SCALE: rm. •,�• ��� � �� JOB#: Project Title: MAMUKASHVILI HOUSE Report date: 06/27/23 �* dt� t� ;�"' 6/27/2023 Data filename: Page 1 of 1 `... r•; SHEET NUMBER: A-9 CODE: 2020 IRC, 2020 NYS UNIFORM REVISIONS: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4" DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. _Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS ;0 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts rn Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. Z ROOF LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD O 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing '--i and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers 1-1/2 SPACE [� �� and nuts at 16 o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. �..( HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored W to girder(s). j RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal F--I POST for any contact with ACQ. ►—j TOP PLATE F� TOP PLATE BALUSTERS WALL STUD RIM/DECK JOIST O HANDRAIL NOTES: WALL STUD OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types O or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION ~^ 1).Type 1. Handrails with circular cross section shall have an H ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ^ H OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RTI0 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest W 4"MAX. portion of the profile and achieve a depth of at least 5/16 4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the O tallest portion of the profile.The minimum width of the F-rl GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a iJ–I W 0 ° maximum of 2-3/4 inches. Edges shall have a minimum H Z Z0 POST/COLUMN ° o o radius of 0.01 inches. 1--1 a 3 :E o o � Q ;° POST/COLUMN NAILING SCHEDULE Z ROOF SHEATHING: GIRDER/HEADER v� t� NAIL JOINT DESCRIPTION QTY SPACING NOTES N POST-TO-GIRDER/HEADER CONNECTION I' STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATIONWFCM-SBC W SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: NAIL JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOISTHOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMOIN EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMOIN EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMO JOIST o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ! STU ° PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE v GIRDER OVER PARTITION WFCM-SBC LAP NAIL LO ° ;�L�: `.'-': COLLAR TIE AS PER TABLE 3.4 EACH FACE U A TO RAFTER WFCM-SBC END NAIL � d w � � BLOCKING EACH OE Lo ° WOOD JOIST TO RAF ER 2 8d COMMON END NAIL ,ob ...., RIM BOARD EACH END o C -• > 2 - 16d COMMONCz ° GIRDER/HEADER f .0 LEDGER 'c t�i CONCRETE PIER TO RAFTER END NAIL II 011 WOOD JOIST WOOD JOIST _" ` `=- •'>• Ln U m in ` ' S l.t. `;" WALL FRAMING: v t._.......•„ ...,y { JOINT DESCRIPTION QTY SPACING NOTES NAIL w a FLUSH JOISTS WITH HEADER/GIRDER T DOUBLE 2x TOP PLATE TO 2 -16d COMMOP I PER FACE NAIL (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I 1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT }DINTS FACE THE PROPER STEEL CONNECTOR. 4-16d COMMO LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS ROD I I STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. i (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2 -16d COMMO REQUIRED•••••-.... ;..... STUD O.C. NAIL (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE FOR STU ••�r HEADER TO 16d COMMON 16"O.C. FACE V .•• �'►:" HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2-16d COMMOP I PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. .................THREADED ROD BOTTOM PLATE TO: PER PIECE OF SIDING BELOW FLOOR JOIST, BAND JOIST, 2-16d COMMO FACE NAIL FN 1/2"DIA. LAG BOLTS\V/WASHERS END JOIST OR BLOCKING FOOT E y ' :•:�••' ........ CNW COUPLER NUT �,. CONNECTED TO BLDG. @16"OC STRINGER1''• POST DECK FRAMING: Q MINIMUMS+ els c '�� END DISTANCE 1 NAIL NAIL V (2)THRLI- 4 '::::. JOINT DESCRIPTION NOTES BOLTS �•� '`'• •" QTY. SPACING (q PB44POST a ' '` :4,.- p • JOIST TO: d M PER TOE x ANCHOR "dia• I '° -'• I - SILL,TOP PLATE OR GIRDER JOIST NAIL FLOOR FRAMING o PIER 16°TREAD .o�. �•fr., �_ +-.• MIN1MlIM sD 4 MO o '';' o 0 o END PtSTANCE 2x JOISTS , BRIDGING EACH TOE 11-0 •. 4 ;:•�: o. : •' a_r:t 12"x12"x12" Y V^ V„ �� TO JOIST 2-8d COMMO END NAIL GRADE CONC.SLAB CONCRETE FOOTING > > (AS REQ.) •4 :o, �"�, ij• c v c v BLOCKING EACH TOE BLOCKING FOR A y y JOIST HANGER TO JOIST 2-8d COMMO END NAIL ae 8"dia. n .-'o DECK PIER ?� " , BLOCKING TO: EACH TOE LAG BOLTS p p b CONC. eqd PER PLAN 3 -16d COMMO 3'–o a- PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL AI 0 RIM JOIST/BD. o ' os4• �9•' 9 9 SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE DECK POST� FTG. CONNECTION 3 -16d COMMO°qg INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION ;,,g;•t��1l����+:,y'� JOIST ON LEDGER 3 -8d COMMO PER TOE ,.pL, Ck r +A DRAWN: MH!MS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL , • SCALE: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END 3 -16d COMMONx t,, 7013#: TO JOIST JOIST NAIL '. .p , 6/27/2023 BAND JOIST TO: PER SHEET NUMBER: 2 -16d COMMON TOE NAIL ' . SILL OR TOP PLATE FOOT afr �� A- 10 REVISIONS: 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 BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HCLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 gNCHOR 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 LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HCLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 4NC HOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS 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 O M--I WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL F-•-1 CHIMNEY AS REQUIRED RIM BOARD RAFTER RAFTERS ' WALL SHEATHING % VENTILATION SILL PLATE(S) WOOD JOIST - SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS BE WALLTWEEN W MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Z BEWALL 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 0 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER M--I 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 tCONTIN. 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. LOCATION USP NUMBER DESCRIPTION APPLICATION 50FFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT 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 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE low FLASHING 4 INCHES W 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 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT M---I WOOD JOIST Q � z TOP PLATE � .. GIRDER/HEADER SIDE WALL FLASHING 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 0 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DD PROVIDE HEMMED EDGES SO RAFTERS N RAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR W ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 2 HIGHER THAN LVL HEADERS IF ABLE, SET FIR JOISTS APROX. 1 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 TOEACH STUD DBL. SILL PLATE C� TERMITE SHIELD SILL GASKET SUB FLOOR, ♦• o WOOD JOISTS / NEOPRENE CONC. SLAB ; , m m v o /� GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION C 6 MIL. POLY � � x u DAMPPROOF EXTERIOR v GRANULAR FILL = ' BOLTED TO STEEL BEAM WITH o m 6MIL POLY ON EXTERIOR �, I rn �o ° V STEEL COLUMN r+ ig a n 1/2 " DIA. BOLTS © 48" o.c. STAG. r- v O ` 4 Q - o e ROOF JACK \ � STEEL BEAMCONC. SLAB cz v U)u" 2 A ANCHOR BOLT EMBEDMENT: v l B LOCK WALL: 15" ` -u' m m COMPACT FILL ° I POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL � V ° ROOFING GLAPS TOP AND BOTTOM PLATE c� N KEYWAY FOOTING o d WITH 1/2" x 6" ANCHOR BOLT U ° CONC. FTG. p Q`p G o' SIDES AND TOP cn USE WITH 3x3 SQUARE WASHERS ` 1/2" GROUT � 1 O ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) �� � y v p REINFORCING BAR 3" STEEL COLUMN o til DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT ( I ( 10 KIPS ) �- SUPPORTING MAXIMUM SPACING FLASHING LAPS , 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"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING Eml� W WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC Q SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U O �— SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST W' COMPACT FILL DOOR , I I USE 2X8 STEEL BEAM FOR B LOCKOUT ' 4" SLAB P.T. PLATE W/ 6X6 WMM M I SLOPE 1 ° 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 666y'y "-www U ' 1/2" AIRS ACE (WITH A NAILING PLATE IF NEEDED) AT END AND '6 Z 1 `� • / ��yr•,� HER THAN ES OF WOODN. �� , ° ° °•° .< °° " • STOEEBEBEAM OT0X. IALLOW FORGSHRINKAGE ° c1 --�--"---«-----: <, BEAMS T I I n n x GRADE �,,a , 4 e 4 , QI1=1TI= 11o° 0 D ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. - - - - - -•• - - - ° o '0 11=1_111 E11�11 MIN. ° ,o C P ^ n L!'n t'a �'� r ° _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -ISI ' n ��ilii 1� rSUBFLOOR NOTCH EQUALS 1/4 DEPTH OF BEAM • <► REINFORCING BAR • C REINFORCING BAR c ° I�1 I 1 ° 4°,°a o �o o° �— 01ST DRAIN TILE I f ►1 1 ° d 1• 4 ° 4 e e o° SHEET METAL / 30# FELT UNDER BEAM AT POINT A ° ° — STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK Jiii=ii�iii=ice=iTj=iii= iim q ` y� o ° 3" PLATE (BOLTED TO BEAM) f ' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A 4° SHIMS TO LEVEL BEAM . Ilk's REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. m ! A 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ` ; DRAWN: MH/MS tn SCALE: BEAM POCKET �: rfi4y` JOB#: "E, •> °� '% 6/27/2023 SHEET NUMBER: REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENERAL 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 RESIDENTIAL DWELLING the number of lOd common nails When a collar tie is used in leu of a ridge strap, required DESCRIPTION NOTES BUILDING USE 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) 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 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 TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS 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 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)R301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH U18180 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) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 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 ATTICS WITH FIXED STAIRS 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 F TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK) 80 CEILINGS (PLASTER, STUCCO) U360 r should be adhered to even 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 p g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS (PLASTER,STUCCO) H/360 3 . Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 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 WALL FRAMING: SLEEPING ROOMS 30 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) H 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 - 16d 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 I EXTERIOR SHEARWALL CONNECTIONS: w STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE � or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON P PP 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 ® 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 HEADER ALONG EDGES NAIL Q in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Z, 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST BAND JOIST2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. , FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: FLOOD HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 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 NOTES Q QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE Q 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL OF SHEATHING 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: RO 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 be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on rade to be 3000 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 g p TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B W BLOCKING TO: EACH TOE BOTH FIELDS) 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. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 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 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 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL O 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES Z O 7). Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON ►--� JOIST NAIL 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 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 NAILd Z 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � � - BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z 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. 2 - 16d COMMONd O Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � R F SH EATHIN For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 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 NAIL NAIL 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 �j W 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: 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 notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) EDGE NOTE: 2 FOR PANEL FIELD O.C.4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 N Ei openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: F o openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES x 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored o m openings between 41 and 6 0 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. °i and blocking where applicable. QTY. SPACING O x o 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 w - ) yp g 8d COMMON' 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � .n v 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. o a, 00 y anchors where applicable to all connecting joists. P LU M B l N G NOTES ° 14 U 7/16 OSB 3 O.C. EDGE o 6d COMMONm 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 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. � v Cn 5d COOLERS � �- on plans. WALLBOARD 10" O.C . FIELD 00 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. N rJ1 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. P g, g P other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 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 t).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 and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS sd 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 V OR LESS 12 O.C. FIELD (5.7 SQ. FT.2ND. FLOOR) W 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 V 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) O requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 0 10). Provide insulation baffles at eave vents between rafters. Install draft blocking asTHESE 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 1N 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 Fir1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed E-14CDX 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, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: 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 to maintain load path. x 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13)' g 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 ducts at ceiling and floor level,to resist the free passage of 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. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.members,the tabulated number of nails shall be permitted � p 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 sol - 16d nail per foot. INCLUDING sueFLooR,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 R314r ` torch down type material over. and R315 of IRC. ' �A i M� 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G t :d, DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO SCALE: COVER TOP �" JOB#: " y 6/27/2023 Q gt SHEET NUMBER: A- 12