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49287-Z
pµ TOWN OF SOUTHOLD a + BUILDING DEPARTMENT ra TOWN CLERK'S OFFICE s44fq ww, 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#: 49287 Date: 5/22/2023 Permission is hereby granted to: Wexler Donna M Revoc Trust _......_ ................ ....____________.......................................... .v......... 1175Hill RdW out0 d NY 11971 ............ . To: Construct additions and alterations to an existing single family dwelling as applied for. At premises located at: ..........d Southold 1175 W H.!.l..I R .___�...�................... _............... -.........� ��... SCTM # 473889 Sec/Block/Lot# 70.-4-23 Pursuant to application dated 4/4/2023 and approved by the Building Inspector. To expire on 11/20/2024. - Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $773.20 CO -RESIDENTIAL $50.00 Total: ^ $823.20 ...._ ....����. .. .......................................... ................................. Building Inspector �fff�Xkp,y� veg 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 httDs://www.southoldtow!igy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. q92 Building Inspector: ^. R" PR 0 4 2023 Applications and forms must be filled out in their entirety.Incomplete �;u ww��w ,, ,�'y applications will not be accepted. Where the Applicant is not the owner,an 1)01 Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name. SCTM#1000- Project Address: //7� `V�S� '��� �da �OGI✓h�/�..1 /UX 11-7,7/ Phone#: Email: V le Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#:V.2/ k' Email: DESIGN PROFESSIONAL INFORMATION: con 'cAc; PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑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 is 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(prin ,name): CZAuthorized Agent ❑Owner Signature of A lican Date: - - g PP �U '° - STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi contract)above named, (S)he is the M (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 ICKIT-' BERi Y Notary PAP'— Notary .blitNotary Pubiic- State of Ne�York No. 01 BE6070081 Qualified in,Suffolk County PROPERTY OWNER AUTHORIZATION mIrnisgion Expires (Where the applicant is not the owner) residing at \ do hereby authorize ��� �+ to apply on my behalf to the Town of Southold Buildin Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SF_0 ST�O�]KI��JMA\T]EIK Scott A. Russell SUPERVISOR N A G]E CEN T SOUTHOLD TOWN HALL-P.O.Box 1179 1�y 53095 Main Road-SOUTHOLD,NEW YORK 11971 ` � Town Af CHAPTER 236 - STO. ' WATER MANAGEMENT REFS .m, _.. .. :.:.... ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONEX ACRE IN AREA OR LARGER.) APPLICANT; (Property Owner, Design Professional, Agent, Contractor, Other) Date: NAME: (r Contact Information: °" �` x ........_ .... (L-Mail R I elephnne Numbed 4 � Pro ert Address / Location of Construction Site: S.C.T.M. #: 1000 District Section Block Lot _ . ,. TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than 1 Acre, No ST.D.E.S. Permit is Required.! ;i - Project does Not Discharge to Waters of the State. No S.P.D.E,S Permit is Required i - Area of Disturbance is Greater than t Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than l Acre & Storm-,eater Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York, THE APPLICANT MUST OBTAIN a a S.P.D.E.S. Per throu h the Southold Town Enaineerin, De ar tment Prior to Issuance of a Buildin Permit. 17 Revievved By: ..ww. ....... Date: J W. ...._.. _� �_. ._ .._ �_. �........ _�.. . . ._ FnRNr x 0,M(-P -Tn,, n,-rni,PT gniq C -- m Asscsso Rs J 0 PROPOSED NORTH ELEVATION �--� SCALE: 1/4" = 1'-0" W U � c Z u wAo Ao a w waz � x � wT - L► DRAWN BY: MH PROPOSED WEST ELEVATION _ 3/31/2023 SCALE: 1/4 - 1 0 SCALE: SEE PLAN SHEET NO: OF NFL, P� r�EFR r0 r0 'A C� !tl ARO o ONP� -- — --- — EXISTING \ ROOF op a o o m f /1 NAT.GRADE AT W ® ®mm rim EAST PROPERTY LINE U � � Z � PROPOSED SOUTH ELEVATION w Q SCALE: 1/4" = V-0" �-- Q o w a Z A � x a � � Ho wwx � Lf) o DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN PROPOSED EAST ELEVATION SHEET NO: SCALE: 1/4" = V-0" P� 'OF N��� J DE5- O * �`z 7 A � N eR —A-77� �Os ^ L �•a! :.. V A t/ �0' AIM L R� S it�NP� •---------------------------------------------------------------------------------------------------------------------- -------• EXISTING DECK uw ABOVE ' , um , --------------------------------•-••-•-------------------------------- , nisi — CANTILEVER ABOVE , ' um , ' um nm ' unr EXISTING DECK EXISTIN r uu ABOVE B r i uwI , uw � uw � nm � nm nm � um um � um � um , � um nm um mn � um � uw � nm � um uw EXISTING GARAGE ml ------------------------ EXISTING FAMILY ROOM r - , rrrir UP , rrrrr , rrrir EXISTING FINISHED i nm SPACE ABOVE uw Vol i , nw , , inn , um , um , um , uw , uw , uw um , um , um , uw , uw , uw EXISTING UTILITY ROOM Ir — — - — il II• - - - - 41 IL — — — — , 1 II II w U � EXISTING FOUNDATION w A O SCALE: 3/16 1 0 Ld w a Z � x a Ln wwx � � o EXISTING DECK w r'I eel 0 EXIST. II Ile BATH II II / EXISTING BEDROOM EXISTING KITCHEN EXISTING DINING ROOM 0 EXISTING BATH II II �OEM- - I 0 II II II I I EXIST.HALL II II EXISTING SUNROOM EXISTING LIVING ROOM DRAWN BY: MH EXISTING BEDROOM EXISTING BEDROOM 3/31/2023 DN SCALE: SEE PLAN SHEET NO: EXISTING STOOP * if N m EXISTING FLOOR PLAN RON SCALE: 3/16" = 1'-0" A�pss p0P��� •----------------------------------------------------------------------------------------------------------------------------- 1 I i I IIIII � IIIII , IIIII , IIIII , IIIII 1 IIIII IIIII ' IIIII ' IIIII ' IIIII ' hill ' hill IIIII EXISTING DECK ABOVE IIIII I • , I IIIII 1 ' I I 1 1 ' II EXISTING CANTILEVER EXISTING CANTILEVER ABOVE ABOVE ' ' nln ' nnl ' nnl ' nnl + I 1 a EXISTIN � m I B 1 l I � D ' I ' IIIII SS 5X0.25 ROUND'COLUMN 4N ' ' l I I l HISS 5X0,25 JOUND COLUMN OfJ ' IIIII 41X4'Xl'CONC.FTG.,,REINFORCED 4%01'CON[.FTG.,REINFORCED l l I l l I w/(5)#4 REBAR€ACH WAY I BEARING WALL ABOVE -''--w/(5)#4 REBAR EACH WAY' _I------------------------------------ - -- 'llnl � . . � (3)1-3/4X11-7/8 ML W/(2)1/2"STEEL FLITCH PLATE GIRDER (ALL:(4)9-1/2 MLw/(3)1/2"STEEL) ' nIn •� I I I 1 ' IIIII 7'-2%2'� 171 -01I I I II ' IIIII 1 IIIII ' IIIII 101-411 -. 1zb ' un; LALLY COLUMN 24"X24"X12"FOOTING ' 3 1-3/4X9-1/4 MICROLAM FLUSH BEAM 1 IIIII ' op I IIIII I I II I I I I I I I I I 1 1 I r - - � - - - •__oI I Ll I I I I I 1 I I I 1 I I 1 I A I I I I I I I I 1 � IIIII I I I 1 I I I I I I A 1 1 1 1 I I I I I I I I I w IIIII 1 1 1 I I 1 1 I I I I I I I � IIIII IIIII �1 1 I I I 1 I I 1 I I I 1 1 I III11 - thil AA)C TA I C I r)f ATI 1h]I U I IIIII _ _ _ _ _ _ _ _ _ - - - - - - -- - EXISTING _ _ 8-1/2X16 STEEL GIRDER EXISTING 8-1/2X16 STEEL GIRDER _ l IIIII l nnl O - 1 ;i REMOVE EXISTING STAIRWAY I I55 5X0.25 ROUND COLUMN qN d' HjS SX0.25 ROUND COLUMN 0� J 1 IIIII EXISTING FAMILY ROOM CLOSE OFF AND PATCH OPENI G--"----' I 4U(4'Xl'CONC.FTG.,REINFORCED 4'4'Xl'CONC.BAR EACH WAY I H w/(5)#4 REBAR EACH WAY I I w/(5)#4 REBAR EACH WAY I O 1 IIIII I � I 1 , BEARING WALL ABOVE , , I IIIII 1 .� . I . - . . . . . . - . .I- . - . � . 1 „Ill EXISTING FINISHED ' Sl`EE'LALLY COLUMN I I W SPACE ABOVE � (3)1-3/4X11-7/8 ML w/(2)1/2"STEEL FLITCH PLATE GIRDER ON 2'X2'Xl'FTC I (ALT.:(4)9-1/2 ML w/(3)1/2"STEEL) -_' w 71-93/" ----- -----; 17' 0" ----- --3= '� a I IIIII 1 IIIII - - - - � , • ' ' a I IIIII �•L•� EXISTING UTILITY ROOM — — — — I EXISTING GARAGE Fi 5/8"TYPE-X FIRE RATED SHEETROCK AT WALLS AND CEILINF PER CODE O m INSTALL45 MIN FIRE DOOR REUIRED STEEL I JAMB,HINGES I I C� C� PROPOSED FOUNDATION PLAN SCALE: 1/4" = V-011 DRAWN BY: M H 3/31/2023 SCALE: SEE PLAN ,r- NE SHEET NO: �N z EXISTING DECK OVER EX.DECK _ _ROOF RAFTER (2)1-3/4X11-1/4 ML (2)1-3/4X11-1/4 ML To kr0 %v (REPLACE EXIST) (REPLACE EXIST) MASTER BEDROOM WALK-IN CATHEDRAL CEILING CLOSET �• io , 1 i 1 (2)2X8 HDR [BEARING WALL] (2)2X8 HDR 2'-6" EX. DINING ROOM ; v CATHEDRAL CEILING EX. KITCHEN / LINEN N SISTER 2X10 TO EX RRs ALTER m o v l X Q D / V OUT WALL / MATCH 2X6s MASTER BATH o O u p I I 1 I .. . 1 I (3),7-1/4 ML / p i i i i i i I LINEN 0 ,UP I I 4 1 1 1 I 1 I I I I J LL I I 1 1 I I 1 I I J V I O] p II u �� o ' EX. BATH U I I 2 o CABLE(OPEN)RAIL X v I I 00 o m l l ^� ALTER II � !� N � I [BEARING WALL] a) <44 ROOM 2 6 1 6 2 6 EXISTING SUN 1 (2)9-1/2 ML HDR (2)9-1/2 ML HDR AJ 1 W EX. LIVING ROOM EXIST a z I , a n CATHEDRAL CEILING FIUREPLACE 1 P-4 SISTER DBL 2X10 TO EX RRs I SOLID BLOCKING UNDER 1 ' I (COLLAR TIES THROUGHOUT) ' , EXTERIOR WALL ABOVE o 1 , - - - - - - - - - - - - - - ' - - - - - - - -- - - - - - - IN p 1 I<1 EX. BEDROOM EX. BEDROOM w I 1 O '^ O 1 1 O �+ I I I N cn , I J �/J I 1 1 J I 1 I I Q 1 1 I 1 I 1 1 1 1 (2)2X8 HDR (2)2X8 HDR (2)1-3/4X1 -1/4 ML ' I (2)2X8 HDR i (2)2X8 HDR OWNr CW16 CW16 6'-0" CW16 CW16 ✓� EXISTING STOOP RELOCATE AS REQ. GROSS FLOOR AREA (GFA) NAME AREA EXISTING 1ST.FLOOR FINISHED SPACE 2360 sq ft. PROPOSED 2ND.FLOOR 412 sq ft. TOTAL 2772 sq.ft. PROPOSED 1ST. FLOOR PLAN DRAWN BY: MH SCALE: 1/4" = V-0" 3/31/2023 SCALE: SEE PLAN ; � SHEET NO: r ` rz.-- I- �� P 0 N I r: 7r o 1N � vtk4:--: ✓�1 Q A o,c C 28'-M" 8'-2%" 12'-7 4 7-10%" 6'-3%11 6'-3%ll ol ANI 81-4 V / (3)1-3/4X7-1/4 ML - N / op / N / bNzn i N u1 ���► i i i i i i i i ' STORAGE o U CATHEDRAL CEILING z a ART STUDIO OPEN TO BELOW 9'o°CEILING / z M 00 O 0 7'-5X" W w STORAGE a Z N (3)1-3/4X7-1/4 ML 24-2 „. O W w x 14'-4X" 14'4X" 28'-8%" � � O 0 �--I PROPOSED 2ND. FLOOR PLAN SCALE; 1/4" = 1'-0" DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN SHEET NO: rdEw LU A 6 +, ~ i �(1 V� ` iY • _ Rp Q 1ONPv •---------------------------------------------------------------------- 1 --------------------------------------------------------------------- I 1 � � I I I ' I I I I II ' ' II ' � " I1 I I I 1 --------------------------------------- ' 1 ZI I - I I ` I ' ; ----------------------- U I r--- -----------------+' ' I I I I I 1 ' iz p I I 1 ' V J UJ 12 I I I C I I 1 00 - , X I I I SISTER(2)2X10 DF#2 NEXT TO EACH SIDE OF 2X8 RR , EXISTING RIDGE TO REMAIN.CEILING JOISTS INSTALL DBL 9-1/2 ML I , , ' I TO BE REMOVED,COLLAR TIES TOBEADDED TO UNDERSIDE OF I� I ---- ------------------I EXISTING RIDGE ' I ' I ' (SEE CROSS SECTION,1ST.FLOOR PLAN) I POST DOWN TO NEW COLLAR 2X10 RIDGE , � ' C I ' 12 I 1 '1 ' H ' I �� I I 1 ' 1-4 I , I I I I I I 1 ; M ' 1 N I ' I I I ' W v, n rl ' Y ' ; ' 1' ---------------------------------------------------------------------------------------- ' ' II I , ' I 1 I , ' ' I I 1 I I 1 , I 1 1 , I I 1 , I I 1 , I I I , I I I , I I I I I I ROOF PLAN SCALE: 1/4" = 1'-0" DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN SHEET NO: O NEW r n I "' to 2 N Z mm79 2X8 CJ @ 16"OC EXISTING RIDGE (3) 9-1/2 MLM NEW DBL 9-1/2 ML UNDER EX. RIDGE v `� - OS 0 ST R 2 1 F-'rO I B--- q?- IL-L -i L--j-j p C R _ FT R L 48'� _ 3/4 SUBFLOOR 2X10 FJ @12"OC W U � �- WAC) 00 Q � H O .J cry P z W '-4 (�i A EXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEM (2) 2X10 E I T. V) O - - - -- W w x EXISTING GIRDER Ln � �� O (2) 9-1/4 ML w/ (4) 9-1/4 ML w/ (4) 9-1/4 ML w/ W 3/4" STEEL (3) 5/8" STEEL (3) 3/4" STEEL N O � own-no EXISTING Z HSS 6X6X1/4 EXISTING FOUNDATION TUBE STEEL FOUNDATION �-. EXISTING SLAB EXISTING SLAB ° ba . ° b ° . a a . ° b ° . a a . o a a a . a a . a ° . ° a �vp A Q v ' 'Qp G} y� p r e A '�p� P. �' °• �i�b'p P. �• . S as• an . S v A a ��e C 48"X48"X12" CONC. FTG (11) #4 REBAR EACH WAY a' D a A CROSS SECTION A 5 9 SCALE: 3/8" = V-0" DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN FNE�,y SHEET NO: •, DL--L/Y�- O co � do i O �Y w ARD \0 Generated by REScheck- 14feb Software Com liance CertwlfEmcate P 4 Project WEXLER Energy Code: 2018 IECC Location: Southold, New York 3 Construction Type: Single-family Project Type: Addition 11/4 11/4 Climate Zone: 4 (5572 HDD) 11/4 11/4 11/2 11/2 11/4 11/4 4111/4 11/2 011/2 Permit Date: SINK • Q BIDET W.C.a BIDET 50": D.W. W.M. 13- Permit Number: SH ER B H W F.A.I. 2 03 C.O. 03 Construction Site: Owner/Agent: Designer/Contractor: 11/2 02 011/4 1175 WEST HILL ROAD 3 _I 03 02 C.O. SOUTHOLD, NEW YORK �3 rL 011/4 11/4 ......... 11/4 11/2 11/440 Compliance: 2.6% Better Than Code Maximum UA: 232 Your UA: 226 Maximum SHGC: 0.40 Your SHGC: 0.30 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. V) LAV. W.C.61 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SHO ER C a Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade Z 11/40 30 24) assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 0 C.O. I Envelope Assemblies 4 t 4 Jaz wlL Pi U. ;), 14;1_40 j� • 1 01 JV SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO AP ROVED ;34%t wo - vj-p-_a�- 4"C.I. SEPTIC SYSTEM TRAP HOUSE PLUMBINGSICHEMATIC Ceiling: Flat Ceiling or Scissor Truss 439 30.0 0.0 0.035 0.026 15 11 SCALE: NOT TO SCALE CATHEDRAL: Cathedral Ceiling 1,771 30.0 0.0 0.034 0.026 60 46 Pq a �4 1ST. FLOOR: Wood Frame, 16" o.c. 682 0.0 20.0 0.041 0.060 20 29 Door: Solid Door (under 50% glazing) 42 0.280 0.320 12 13 1:4 0 Door 1: Glass Door (over 50% glazing) En Z SHGC: 0.26 29 0.300 0.320 9 9 F-1 Door 2: Glass Door (over 50% glazing) �D 84 Ln 0.300 0.320 25 27 Z 0 2" SHGC: 0.26 0 2" 2" Window: Wood Frame 42 0.270 0.320 11 13 12" 9 2" :12" SHGC: 0.34 2ND FLOOR: Wood Frame, 16" o.c. 805 20.0 0.0 0.059 0.060 44 45 CID CO Window 1: Wood Frame SHGC: 0.34 60 0.270 0.320 16 19 FASTENER TYPE: SPACING: No.8 WOOD-SCREW Floor: All-Wood joist/Truss 256 30.0 0.0 0.033 0.047 8 12 BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS -4g) (9) Floor 1: All-Wood joist/Truss 168 30.0 0.0 0.033 0.047 6 8 BASED ANCHOR WITH 16"OC @ 21n.EMBEDMENT LENGTH < 1/41"'dia,LAGSCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH cc 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B) CO ce CS Cc FASTENER TYPE: ;�SPACING: 2X4 DF#2 Project Title: WEXLER Report date: 12/05/21 No.8 WOOD-SCREW STUDS' BASED ANCHOR WITH 101,OC 0 Data filenarne: Page 1 of 2 WINDOW SILL tin.EMBEDMENT LENGTH cc J. TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 2h EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING cs) MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS 2 1n.BASED EM ANCHOR WITH 8"OC THAN 6 FEET AND NUTS @ Z-O"D.C. BEDMENT LENGTH D RAW N BY: MH No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/4in dia.LAGS REW 3/31/2023 AND EQUAL OR SMALLER BASE' ANCHOR WITH16"OC THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: SEE PLAN 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 ------ SHEET NO: 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 NE(,, CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 0 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. 0 1- HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. LU Lu 10 loc) 07 A 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 CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE 10 • 0 RIDGE LEDGER B ATHTUB • HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS! 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 NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS! HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4%12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER' 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER70 SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE ` - BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. O INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE ' AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4%30" 18ga. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARY CONNECT TO v 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER —� ON ALL OPENINGS / ��„ ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / ROOF VENTILATION / OVER BEARING WALLS AND HEADERS x ga. 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS EACH RAFTER 8" - 12" RAFTER RT20 21-1/8" 20 TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL -- ,' , � [� ON ALL OPENINGS KEEP ROOFING NAILS OUT r-7 OF FLASHING 2ND. FLOOR WALLRIP Z L goROOFING LAPS BASE j' FLASHING 4 INCHES �" O RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Fr�^ aJ z w V J WOOD JOIST � F-� a n� —► TOP PLATE ~ GIRDER/HEADER F..� SIDE WALL FLASHING WOOD JOIST A� g � O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC �. ) AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD y FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS w AS TO FORM DRAINAGE CHANNELS AND a y : INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION jj// 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" O RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. rr1 v� INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE 0 �1 8" - 16" MSTA4B 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO =ACH STUD ^� DBL. SILL PLATE TERMITE SHIELD , SUBFLOOR SILL GASKET WOOD JOISTS r TYP. CONC. FOUNDATION ^ ♦ CONC. SLAB GASKET NE . 2x6 /2x8 CONTINUOUS WOOD PLATE C ` DAMPPROOF EXTERIOR 6 MIL. POLY V.� BOLTED TO STEEL BEAM WITH V GRANULAR FILL ° � 6MIL POLY ON EXTERIOR p I 1/2 " DIA. BOLTS @ 48" o.c. STAG. ° V STEEL COLUMN I ' A 4 ° 4 C ROOF JAC K ♦ ,`� u ♦ CONC. SLAB ' �'p �° ° \� �� �� STEEL BEAM ° ° �, ♦r ANCHOR BOLT EMBEDMENT: 4" x 1 4" x 8" STEEL V COMPACT FILL o r BOLOCKDWAONCRETE: 15" TOP AND BOTTOM PLATE ROOFING LAPS ` V ° ° ° p " FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o 4 d n �,^ p CONC. FTG. p Q'p °' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP . 1/2" GROUT L ° ^ 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 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 BEAM DETAIL TYPICAL CONC, FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24"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 I SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE I �_ JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM -'. FOR B LOC KOUT 4" SLAB • P.T. PLATE �` W/ 6X6 WMM 1 ° \ SOPE I I 4LDRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH ' 1/2" AIR SPACE ` 7 1 �•• , ,• , < (WITH A NAILING PLATE IF NEEDED) AT END AND ` ° °' ° :° , ° > " TO BE APROX. 1/2" OR HIGHER THAN ��z;•p ES OF WOOD ip p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE _GRADE ° ,""'�""=""��"--"-' ° ° ° �• BEAMS - _ I_ I ° ° D ° D ° ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. —4— _ a _ � —, ° D �_ -III-1i�ll ° ' ° • ° ° . _ __ _ _ 3 31 2023 12" 4 ° 4 -"° 4 4 ' o ° o % 11=I I—I 1 =11 IIEE I —LETi" �SUBFLOOR SCALE: SEE PLAN MIN. C .n D c n D �'� �'4 �'r p _�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM i II1 p p ° n „ C. 111-1 F D, NOTCH EQUALS 1/4 DEPTH OF BEAM i-1 °D ° c , ° II—II • 4 • REINFORCING BAR • �` REINFORCING BAR c ° -I I 1 4°, p 11- OIST DRAIN TILE I� �� 11 ° 4 L � ° a ° I P p d° SHEET METAL / 30# FELT UNDER BEAM AT POINT � n ° ° m STEEL B EAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _m=i-Tt_iTf-iTl_i "ii :=Tf- c•° 3" PLATE (BOLTED TO B AM) SHEET N O. TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° Q^ SHIMS TO LEVEL BEAM OF NEw REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT g� �U�FR�rO�•p BEAM POCKET `= 11 ?� m •� � 501- {�� I �` S10hP� CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN R E LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED N HAZARDS 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO 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 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER 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 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"xl2"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 NUMBER DESCRIPTION APPLICATION I 2x6-2x8 LS26 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER 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"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 to girder(s). 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 POST for any contact with ACQ. TOP PLATE t TOP PLATE v BALUSTERS RIM/DECK JOIST--- OIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. 0 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 LOCATION USP NUMBER RAFTER TO PLATE/STUD CONNECTION DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a OF THE STAIRS. HAI�DGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater r�, SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION I..L� EACH RAFTER CONNECT OVER USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATES TO EACH STUD v jYy 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 Z l� inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a O WQ 0 distance of 3/4 inch measured vertically from the tallest A 4"MAX. portion of the profile and achieve a depth of at least 5/16 O 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 �,J w inch to a level that is not less than 1-3/4 inches below the V J W tallest portion of the profile.The minimum width of the �T� a GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a r""1 a .. ° maximum of 2-3/4 inches. Edges shall have a minimum Z o ° ° radius of 0.01 inches. W H JOIST POST/COLUMN POST/COLUMN P4 E-4 O NAILING SCHEDULE w W GIRDER/HEADER ROOF SHEATHING: NAIL F4 IZ) JOINT DESCRIPTION QTY SPACING NOTES Z 0 POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d AS PER TABLE 3.8 0 W � WFCM-SBC 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �---I war DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER ROOF FRAMING: LOCATION JUSPNUMBERI DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS HOLLOW 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 NAIL NAIL SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST 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 GIRDER OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE • Q TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST BLOCKING EACH TOE ">> TO RAFTER 2 -8d COMMON END NAIL LEDGER I I •.�,' RIM BOARD 2 -16d COMMON EACH END ° GIRDER/HEADER I I CONCRETE PIER TO RAFTER END NAIL WOOD JOIST .',> WOOD JOIST `" WALL FRAMING: JOINT DESCRIPTION NAIL NAIL SPACING NOTES DOUBLE 2x TOP PLATE TO PER FLUSH JOISTS WITH HEADER/GIRDER TOP PLATE 2 16d COMMO FOOT CEILING JOIST TO BLDG. CONNECTION FACE NAIL I (MINIMUM) ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMOEA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 2 -16d COMMO 24" FACE REQUIRED 11 STUD O.C. NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NA1L FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMO PER 20 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 13 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 16d COMMO PER FACE NAIL END JOIST OR BLOCKING FOOT 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT DRAWN BY: MH CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: @1e1oc MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS QTY. SPACING 3/31/2023 PB44 POSTANCHOR a - SILL,TOP POLATE OR GIRDER JOIST NAIL IST TO: "dia. FLOOR FRAMING , PIER 16"TREAD ° .•.- - MINIM M ,� 4-8d COMMO 2x JOISTS °• ••o o`: o o END ANCE 12"x12"x12" v y BRIDGING 2 _ 8d COMMO EACH TOE SCALE: SEE PLAN GRADE ;, CONC.SLAB •'b�y4 o ��g; ' CONCRETE FOOTING .. ., �>� TO JOIST END NAIL (AS REQ.) ^ , c1 c A v BLOCKING EACH TOE BLOCKING FOR JOIST HANGER ° TO JOIST 2 - 8d COMMO END NAIL 8"dla. i , ° DECK PIER �, V v A , SHEET NO: LAG BOLTS p 3-0 avd CONC. d° PER PLAN BLOCKING TO: EACH TOE CF Nt; '0 • „•.• 3 -16d COMMO IN C PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL X, J- �.4 . P 5 DEE O RIM JOIST/BD. n ' , e , SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE ti `''�S 'p G DECK POST FTG. CONNECTION 3 16d COMMO ° 9'. w�'•4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL t '�� �� LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE Cr 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 - 8d COMMO JOIST NAIL uw( DECK/PORCH LEDGER CONNECTION BAND JOIST PER END 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO JOIST 3 -16d COMMO JOIST NAIL o 0 BAND JOIST TO: 2-16d COMMOt I PER TOE NAIL gIONP�' SILL OR TOP PLATE FOOT WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GEtqERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMO RAFTER 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 for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 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 ATTICS WITH FIXED STAIRS meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L,/360 Y g EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER, STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ) 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 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 DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) p p p p g pTOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Winclow and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE y O.C. NAIL S m.: 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 in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 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 It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA t1 FOOT SEE NOTE: 12 FLOOR JOIST, BAND JOIST, 2 - 16d COMMON , 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER 10ESHIELD Z determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7), INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 4 - 8d COMMON 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 W 4). Any new concrete walls being attached .c existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES U be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ^� 5). Unless otherwise noted all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 cx/ Z ) � 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 BOTH FIELDS O 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 BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( ) Q p y 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD �-+J �I 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 �I 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 O it 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 H 9 w 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES � � 'z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE a 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W l,_4 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 A the below grade porCon of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL N-I 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 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. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. E-+ O SILL OR TOP PLATE FOOT SEE NOTE: 1 � Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. w FRAMING NOTES into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1 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" Ion 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 Ln 0 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. W 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM -S Q � BC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION 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. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-1-y SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE WALLBOARD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" 0, . 8d COMMON @ 12" O.C. SEE NOTE: 3 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. ^ openings. LVL headE!rs 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 NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored 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 8clCOMMON 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 be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic 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. on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD 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. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 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 bracing and gates 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-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS Sd 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:ES� 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 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing g re feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 3). HVAC subcontractor to provide final system CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. �� 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, �� Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop 12 Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor p ceilings and cove ceilings. DRAWN p y Y: M H shear capacities, nailing requirements for structural 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. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. / / 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 3 31 2023 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 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 SCALE: SEE PLAN to have regular 1/2 sheetrock. All walls to be taped and finished. 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. 3). All electrical work to comply with 2014 NEC. to be reduced tog - 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 SHEET N O torch down type material over. and R315 of IRC. E New 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DEFR �O be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP * s� AND BASES.USE WITH FLASHING CAPS TO r- E COVER TOP C) W Ztls S. a NTH �. SITE DATA: SCTM# 1000-70-4-23.1 �- DESCRIPTION: Sa FT,AREA: LOT COVERAGE: EXCAVATE:, FILL: PROPERTY: 431988 SO.R. n �- �' PROPERT WETLANDS: LE.DSQ BUILDABLEPROPERTY. 4183S.8SQ.FT. GROUND DII RAAO ESTIMATED BAREf G0.0 A O •r-]2,WDSq Ft EXLSTING HOUSE: 2080Sq FL 5.0% p,o( p\�•%Y/' EXISTING PORCNIDECX: ]220SQ,FT. 1.]% (CONVERT TO FINISHED SPACE) - - L!) ✓O `f EXISTING ACCESSORY BIDG. ]48.e5q FL L- oti N 0 OKFY �-� RFFK �/•/ PROPOSEDADDRION: 27.OSa IT 0.1% ncu.YO. 8cu.YO. PROPOSEDPORCH: 18.0 Sq FL 0.1% BCU.YD 4N YD. Illppp PROPOSEDCARPORF. 447,2 Sq FT. Ll% 2SN YD .Cu.YD. ZONE:AE CEL 8J PROPOSED DRYWELLS: 6-8'°'u 4'tleeP - 30 N.YD. 15 N.YD. ZON_;-- Lf f•��d rlV ------ - Z `Z�N�QE 8 TOTAL:1 40430 SO FL 9.8% WN.YD. /- - w ZONE k METES AND BOUNDS BY:YOUNG AND YOUNG 10/18/2017 �' l2.2 42.5' 66T EXISTING DECKul GROSS FLOOR AREA)GFA) Z3.9 - •, 0 NAME AREA -/' I ♦ EXISTING M.FLOOR FINISHED SPACE 2360 sDR 000���999 LLL�• ^ PRDPOSE02ND FLOOR 412 sqR PTy /'/- _ EXISTING ISTY HOUSE ZNO 5W - y TOTAL 2]R sq.R i IC WA 16E --38T• I/� • 9 -_ - - -. •••••• /1y���\\ N-Ft .S6&95p.Er. `\ /P 1 _ 1 a L P I AFEA PROPOSED E[!Q}�` fm%WA ;I30'RCIi TO . SILTFENCEREN I ;TOP\ 'DW • �mPICALI [.Al FONDE(D 6'pV�.Xa•pEEP pRYWELLSS01 P T pgYA F.tts rfpaCrtW t68 CU Pr NO CONCRETE WAsHOUT \\\ DOFF GITTTFR-CTANDARD c" WAS � 227' `\ �4L� ' 11FX2DRp�NVSTatIAnONUMIL6UBSTMiES RAVE BEEx PRDPEPLY PPFPauED. SILT FENCE PROMISED �LI p ¢/6� CARPORT i}PPEPaFaTIOM (IYPICALI / BI-aARE,Z_ E�alBSluaT6mur�4]FATMiI P pmaM. CL:_ffAlm NEm4sueFusalmwRFr�Ix muravwmlpGswAAe MEPHLB P0.01ECRYEBappNG PafM. 5 13. ST TUIN: EXISTING-- A}ILWrtERv'P pEM�ib E0.1'Ni•KFoµeav OFM.M. ACCESSORY ---- _- -- iLNIEtT NLTaLAwI8rv6nswnH Wnt�xrlogTs BUILDING a3.mPpIXILVO:FAfiFANDSpLOFADUnFA3MpOWN6tt1utB41ID O \ 3L BUJAP¢CD°N WATE¢nGHFTp SimW SEwERs51FNA5 Bmlf(.TED SEAL DRY WELLS TO BE US 10'MIN. Al- I ).PaaLELTusTaum Pa°alns uxnL B).tRJmLP,gmalROReEPLKEDAHA6EDFi0gK15 BWRE BUBSIaNi1N AWAY FROM HOUSE mNeu•`[tpx"wPamEcr cDRFencN. - GRAVEL EwmNG °° DRIVEWAY 0-1 S90.0 z OlO 2o`�a 10/4/2023 _W�' EN�RDCJi ��00 1' _`N Q/''� I Z0Q0001 NAN TEST HOLE !Ii a� �0 E,�r/Q \0� tl''_`'a SO/�O..Eo SEE PLAN h rr � r � j,•. y:� �#�� W SITE PLAN I Y m ' w SHEET NO: SCALE: 1" =40'-0" '4 - � " �QFESSI NPR S6 000! I a V as � Aix odLl � � PROPOSED NORTH ELEVATION w SCALE: 1/8" = 1'-0" Ln A w � x cl � o DRAWN BY: MH ❑ ` 10/4/2023 �. OF NEW !, DE o�, SCALE: SEE PLAN PROPOSE® WEST ELEVATION' LE VATION W Lli SCALE: 1/8" = 1'-0" Z SHEET NO. A� l �aF NPR i MN i Q�a ism IM ❑ .-��� ,. ISM`m m m INS 09 ISM cz ISM mo ISM — I;;,;,,;,!�{IN IS � - a {�;�IN I ��I�ItII i f 0 fI I I.I�11111110il, ;,1,,�i4� g� Jill ,I,� !� fin ISM Ln 0 MIS oig DRAWN BY: MH 10/4/2023 MEMO IMMENSENESS SCALE: SEE PLAN SHEET NO A�2 91�0 �v e — �I i hlllll'i!Illill=l l;l, "�� V) z w V c Z W 0 J c/� a 0 ....................................................... NuunmunNnnuuuumuuunymnnnuuuuumwNnnuunununuwiNuunnnnuunnuq �./ r—, (� a ................................................. o 9 ___ __________ C� rmu�mva EXISTING FOUNDATION DRAWN BY: MH EXISTING FLOOR PLAN SCALE: 1/16" = 1'-0" 10/4/2023 SCALE: 1/16" = 1'-0" �. OF NEW DEFR�yD,Q�i- SCALE: SEE PLAN W m W SHEET NO: �aFfSSI NP A03 .......... ----------------- -1YP ---------------- INSTALL 7BLOCKING Z;5 AWW4ljCj 6VE7----------------*------------------- ............ ---- -------- ----------- :-E BOX UTEXISTINGPQSTS,ONCENTER V) TO BE DETERMINED(SEE ELEVATIONS) BOX OUT GIRDER THROUGHOUT(TYP) EXISTING DECK ABOVE MOVE ABOVE 17,15TIN Li 1 W4 BEARING WALL ABOVE ...... ....................... . .......... ...... .,.—.�—:� Q -—-—-— *Vm!7,LGIRDER 0 WLLY COLUMN 4 cp A u z ------------ ---- ----------- ETlST =EI - `NG8-1/2Xl GIRDER E75-TINjil/a EE1617.7P-—-—-—-—-—- --3 REMOVE IXQSTINGSlARWAY EXISTING FAMILY ROOM CLOSE OFF AND PATCH OPENING' EXSTNG FINISHED BEARINGWAULABOVE —t-L— W18XIMSTEELGIRDERO T SPACE ABOVE EEqLAWCCL EXISTING 4 UTILITY ROOM EXISTING GARAGE 5/8'IYPEAFIRERATED SNEETROCK ATWALLSANOCEHINF PERCODE INSTALL'S MN 'S 11 FIRE DO -Pw 0 REHRED STEEL HINGES PERAR PC WALL.DAJMPPROOF n-OC(TyP)@ 94 16"x8*PrG W/(2).4 REW I....MIN._XBEUCW GRADE__,_; ---------------- -- 2XSACQUEDGEE,FI.ASHED M(2)2ACQ REER_ 2XaMCQDJ@16'OC 1).WTING FOUNDATION TO REMWN.REPNR REPLACE DEFECTIVE AREAS NE EDED. --------- 2).DOUBLE UP FLOORJOISTS UNDER NEW PARALUELWALLSASONIE PROVIDE DRAWN BY: MH I I-------- BLOCKING AT 8-4-OC.(".)AND IDIPAN. It 3).FILLVOID,BETWEEN 1016M,AT POINT LOCATIONS. U-sa INSTALL SMOKE AND CO DETECTOR PER CODE. 10/4/2023 %I PROPOSED FOUNDATION PLAN ()F NEW kD LE 0 - X SCALE: SEE PLAN SCALE: 1/8" V-0" CARPORTfi uj SHEET NO: 21'-0" 1 24'X24'CONIC.PIER (4)04 VERC RESAR) m RUPES@S-Cc W36 36-X�Z-FTG A�4 (4.4KE—.w. M!N.3'BElOWGFADE ---------- EXISTING DECK OVER IX.DECK PHIGIIR P561611R P6BOfi31 PSBO611 ((RELO 4(RELOCATE UI4.) 11 (2)1-3/4XII-3/4 ML (RELOCATE IXIBi.) ( (2)1-3/4XI1-1/4 ML p '1 (REPLACE EXUT,) (REPIACEMST.) 11 MASTER BEDROOM� WALK-Itf,'j v '1 V=7 6V /� /�' /�' [ATHEORAL CEIUNG !LoSEv o II r EX.DI INGROOM 2121(BMDR BEARING WgLL LATHE 1Al CEIUNG 2.6' (21 SISTER 10 TO EX RRs EX.KITCHEN LTER u 1 A UNEN i i 11 11 .. 1 -- --D UT - - - - - _ --� c� 11 O WALL .: I; � MATCN 2X6sI MASTER BATH ___ II UNEN 0 W F--4 Z ,L I� A CABLE(OPEN)pAIL I' a r EX.BATH -1 AlTE0. WgLL Z BEARING (2)9.1/2 Ml HDRci (2)9-U2 ML NDflI , EX.LIVING ROOM REPL rl CATHEOMLCEIUNG FNREPIACE SISTER DBL ZXSO TO IX RR, (COUARTIESTNROUGHOUT) SOLID BLOCKING UNDER O UTERIORWALLABOVE EX.BEDROOM EX.BEDROOM I I 'v (2)2%8 HDfl (2)2X8 MDR (3)1-3/4%11-1/4 ML 1212xB MDR —_—— (2)2X8HDR CW16 CWSfi CW36 ------------------- DRAWN BY: MH . --------------- ----------------- ]X3fiWOtMANREDPARrllLHMGIRDER----------------- WX34'COLUMN WL__,Of F 1 ^ vv�� 6%6X3/4 BE EEL (. O• D�w 1-Q 10/4/ 00 !3 COLUMN V L L cJ NSF EFR�Q . ��� * SCALE: SEE PLAN LLJ CARPORT W A °��� SHEE T N O• �aFESS NP PROPOSE® 1ST FLOOR PLAN SCALE: 1/8" = 1'-0" ��' -]XI--------E- ----MGI0.DER t 7 1 ET.....------•--••---------------------------------------- -_��Q 3'-6" 3'_6" 3'-6" 3'.6. 2'4W.2'-0Y.• ,.r'ri�....-t;-,. r-nx•xz•-an^ ... .... ,. ., �....., '� ..,r.t�• ec,,,�.><:� n AWLSl Z 4AW251 Y" 2'd%•xK^ A-51 * AW251 a14 14` a14' a14 (3)1-3/4V-3/4 ML z " Li 1 W A - .• >.•.'STORAGE>��,�_. � �+ � O CATHEDRAL CEILING OPEN TO BELOW i _ ART STUDIO I'�1 - SY STORAGE 'ii1•� 3 L3/4%l-U4 ML' a14 a14 al L. / O IX14 1u; 14'-4'/," —� VJ -r•n:. .a.>.'e.,,. ..",a_-L'. .: -1.. . .......... ....... ..<:.. DRAWN BY: MH OF MEI,V ��c� DEF , O Y,Q'f 1® 4 2®23 s uj z SCALE: SEE PLAN �aFESS NPv SHEET NO: PROPOSED 2ND. FLOOR PLAN SCALE: 1/8" = 1'-0" A. 6 AMENMIENT 7 3-6 3'-6" 31 611 3'-6" 2'-4%"x 2'-4%" 2'-4%"x 2'-4%" 2'-4%"x 2'-4%" 2'-4%"x 2'-4%" AW251 AW251 AW251 AW251 28, g/„ 8'-2%" 12'-7'/<" 7'-103/<<" 01 6'-3%" CX14 C 14 CX14 CX14 6'-Ne / 00 \ v I ; � _ / 00 L„ / in / (3)1 3/4X7 1/4 ML , r _ _ •• ..t . � 1 1 I 1 I I 1 1 I I 1 1 �1 1 / // �////// /� � / 1 1 1 1 1 I 1 1 I 1 1 1 1 I t '� _ 1 1 1 1 1 1 1 1 1 1 I 1 DN 1 In / � , Ln / 1 I 1 1 1 1 � � � � -,(J 1 1 1 1 1 1 1 I i I 1 i 1 II 1 0 % STO Q a, x CEILING M W W A CATHEDRAL CEILING � 9',0X ART STUDIO� a 0 A OPEN TO BELOW � CEILING_, , ' m / _ / 00 BATH N / (3)1-3/40-1/4 ML / x / ','/ / / / / /!///// O CX14 CX14 CX1 C a F-1 14'-4%" 14'-4Y4"""" Fq W W 28'-8%" Ln O PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" '16`;v;OUMAV EC 1,P,',U Ar^GiRDE r t r ` DRAWN BY: MH l °F "Ew y 1/25/2025 Al S. DEER c� jr /r0 'f -4- All cc SCALE: SEE PLAN c' t1 c y w 610 ���ESS� NP� SHEET NO: