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HomeMy WebLinkAbout48218-Z TOWN OF SOUTHOLD ' +rtrt BUILDING DEPARTMENT 14 TOWN CLERK'S OFFICE SOUTHOLD, NY d 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#: 48218 Date: 8/26/2022 Permission is hereby granted to: Stambules„ Julia 95 Lincoln Ave Tuckahoe NY 10707 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 545 Greton Ct., Mattituck SCTM #473889 Sec/Block/Lot# 107.-2-3.9 Pursuant to application dated 7/13/2022 and approved by the Building Inspector. To expire on 2/25/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,250.80 CO-ADDITION TO DWELLING $50.00 Total: $1,300.80 ( L, Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502)a sp//'MW ^. oL,11,holdto ^ r �i)�° Date Received -p X For Office Use Only PERMIT NO. Building Inspector-, JULI 'i wr� I LI N (3 Applicatio s and forms must be filled out in their entirety.Incomplete 1*OV N FS( j"r, ° applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPiRTY; Name: i ,� SCTM#1000- 1 b 0 — Project Address: 5- , 64cu rJ CLr'I pt l "U C-1-- Phone#: Email: - 7a - ► 14-4- � C' V, Mailing Address: i CONTACT PERSON: Name: Mailing Address: Phone#: C Email: VM a J0 DESIGN PROFESSIONAL INFORMATION: n.-C Name: "" Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure XKAdclition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes KNo Will excess fill be removed from premises? Yes ❑No 1 PROPERTY INFORMATION Existing use of property: A� ���'� Intended use of property: EtAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yesk<No IF YES, PROVIDE A COPY. i ('Wtliml~k Ni!!i1x After 111eadiimliµ The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print nor : L✓�2/ uthorized Agent ❑Owner Signature of Applicant: Date: -7— 15�a a STATE OF NEW YORK) SS':. COUNTY OF ) /''/ Sbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)a ove named, (S)he is the ( ontract r,A ent,Corporate Officer,4tc.) 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 of 20 2 ..4 Mary Public TR,ACEY L. DWYE R V f N Ef 1 A i alUZ ,.I. 0l NOTARY PUBLIC,STATE OF NEW YORK (Where the applicant Is not the ) A N D IN SUFFOLK owner) QUALIFIED IN SUFFOLK COUNTY COMMISSI�ON EXPIRES JUNE 30,0 residing at 3— ��r V� l.,c 1 M� Ncf/r�� �G�� 10-701 do hereby authorize � to apply on y behalf to the.Town of Southold Building Department for approval as described `herein. L nn Owner's Signature Date Print Owner's Name 2 10 3 R'25+00' L= %2T' 4 5 0 ra Lp1 � "yp Ell .w ' k 1 dpi ?0p1 S.1 � �c Il Area AC O 70 i la O IlT o o.'x SD Z3 jo 5 11 O � l �1 BEY ��,• 5 T alh�� Iry pPR 4 1989 SURVEY FOR EDWARD REECE a JACQUELINE REECE FTb11k i6riFN4Tfw' filIOFMi!IVS6kfIflC'ES LOT NO.7 °GRETON MATES" SPE^"CC 9�'�Y�u1 Y f�Nr I C 6 a o;ti C A MAR 16 989 t " 43 ,4 AT MATTITUCK DATE DEC.16,1987 lla"F C YC5 ¢ r t 9; Sa 19M�D d II f k#II@I a P�.. fOM fUY9 TOWN OF SOUTHOLD SCALE: I"=40' Ur I eNr�.La, o iwii I I IaL qv� I'v "K M w rIC h.wGw'Wlot SUFFOLK COUNTY, NEW YORK NO.: 137-11 'CIIuIPCd M1 kN r'�s.aAplE7�11Jq'{�' IR�.,3 Y�y d9!7 Y, NUKAU OvNii ALY99AXI dNM qN A001T4ON 'CRM THIS GaIAR�N yUNNEw'a A V mASIOR of SECTION 7200 GP TIAL: TCC 'TEE Chief M"fli,vo BCf1u^I .71"r p�LkItl} *CONIES STATE RDmiDNLA1E. 4a Y', �, *COPIES T,fF TWO SARA^REY NDT CACAAS14 THE LAND TE NM1C NOT SC 7.1.ADI!WHOIY D HEREON HINTAfR.LENNH SWR LL W SUR Vii I1 IRKED SISAL OR ENS OSSED SEAL OwwIDE1IEDTG GE NµALIO T LI 'NAW ASARTEES A W114 ONLI TD HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT TAE FCR THE DaRVET cR PRAFARED '...... AND 5511 NIS DENALP TO TYNE nxLE COM FAMT„w OVENN+ N MEARAST wfi ENAIR NA"wS[IIMlCA IAN WYAIER� ANATE R 'SC„ MENTAL.AS ENA ANDµ„ENDaNG INSTYTDTIDN LEETiC.D N SNPF C0.TAIM�P ORITT�Rµ'lSZOAC'TNSN "" ARAPCR SOT, HERSON�AND TO THE.ASSIONEES OF TNIE LENDING f w ENENE ANE NO OWILLNSRI WITHIN I00 FRET OF TWO 0*091 RTY WSTOTMTION,GUAOANTASS ANE NOIT ANAN4AEE,NASLE' Ir OTHER THAN THOSE SHOWN HAREDH TO AODATIOTIAC INSTITUTNNWS OR SIIDSE DAIEIY ERS 0 THE MATER SUPPLY ARID SEww4AA DISPOSAL STATE#FOR THIS REAIOEREA I*NG OTANCES SHOWN HOREON FROM PROPERTY LINES 4 Si CONFOHM TD TNE STANDRAGM1 OF TNA SLN70LN COSNATT DEFARTMERT TO EIIIATIHD RTRUCTURES ARE FOR A SPECIFIC OF HSALTII SERVICES. FOR'POSE.AND ANE N'OT ID DS USED'.TO ESTAOLISH APPLICANT, F1CpPER&'T'LIMAS DN FDA TR'E ERECTION OF FENCES ASP ACEA TEL. " H EYOUNG & YOUNG REWY NOTE RI=MONUMENT ALDEN W.YOUNG,PROFESSIONAL ENGINEER Si MAP FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON SEPT.20,176 AS FILE NO.644T. AND LAND SURVEYOR N.YS.LICENSE NO.12845 HOWARD W.YOUNG, LAND SURVEYOR N THE L'OCATM EW w A t(WI wrnC TANNIDYID CEDbF01R,71'GtM SHOWN MASON N.Y.S.LICENSE N0.45B9} ARE FADNI FIELD DASERwATNwPG ANO OR DATA DRUM*FROW OTHERS MAS BRANDIS A SONS INC. REVISIONS: 3/2/22 Misc Rev She SCTM # 1000-107-2-3.9 LOT DESCRIPTION: AREA COV. EXCAVATE: FILL: PROPERTY: 40001.0 SF 0.918 ac ESTIMATED DISTURBANCE: 10000 SF EXISTING HOUSE: 1644.9 SF 4.1 % EXISTING WEST PORCH: 228.0 SF 0.6% EXISTING SOUTH DECK: 769.6 SF 1.9% EXISTING SHED: 82.4 SF 0.2% - 0 PROPOSED ADDITIONS 904.4 SF 2.3% 200 CY 50 CY H DRYWELLS (2)8'X4' 15 CY 8 CY w TOTAL: 1 3629.3 SF 9.1 % 215 CY 58 CY 195.04' S 140 231 2011 METES&BOUNDS BY: YOUNG&YOUNG SURVEYORS SURVEY DATE: 3/16/1989 z 0 W o y Q C31% Q r-- 0 Nt Q o 0 z 00 o _ _ _ _ _ SILT FENCE _ _ _ _ _ _ SILT FENCE I PROPANE GAS FIRE PIT TO BE INSTALLED.GC i O TO INSTALL SUPPLY LINE AND SHUT OFF CONNECTION LOCATION TO BE VERIFIED IN FIELD WITH OWNERS 1.5 I NEW ROOF AREA:1866.5 SQ.FT. o ' AT 100%WATER RUNOFF:311.7 CU.YD. ^/ PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS EX.DECK � ' \ i PATIO ONACRAD� 7.0' 7.0' (DWI DRYWELLS CAPACITY:338 CU.FT vEX.SHED / � 56,0' 14.0' Z / - \ / - \ Lu w I OGEE GUTTER-STANDARD 5" �--1 NOTES: V r F'•I _ I TOP SOIL I EGRESS I TOP SOIL I z i 1).EXECUTION: \ LOCATION / b b WELL \ LOCATION / Lu A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. N EX.2 STY.HOUSE o 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. l/1 PROPOSED GARAGE �• / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR C./D w/2ND.STY.& PROPOSED 2 STY. "-1 I ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONIS. N DECK ABOVE C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ^� 17.3' 17.0' ADDITION METALS WITH PROTECTIVE BACKING PAINT. ^� 38.0' 14.0' ' 3.INSTALLATION: 53. 16 EX.PORCH 54 5I A),PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. o J �O 38.0' 161).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. ' 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. CONCRETE I I I 1 CONCRETE I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND -i--� WASHOUT WASHOUT ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. CD ' I DRY WELLS TO BE 10'MIN. 4).PROTECTION: +, AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. c l v ASHPHALT DRIVEWAY ( O B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL M O COMPLETION. � V O X v I O 0Lf) 'o 0 W m O C) O N O X O O _ - SILT FENCE - J rzto 0 L0 r- 00 0 q oR ON u co CZ " � u - � � N v v z � w3 NSTRUCTI N C NSTRUC'TI N ENTRANCE NTRANCE N 130 19' 00" W 195.0' W u u GRETON COURT 0 � N JUL 1i,1 x SITE PLAN ._ � 1 U _ O SCALE: 111 - 200 11 0 CA VIN OF SouIN S "-w DRAWN:JM/MS SCALE:AS NOTED : ; � a R DATE:7/12/2022 AIX SHEET NUMBER: :r233,�o��'� C� REVISIONS: 3/2/22 Misc Rev PROPOSED DORMER PROPOSED DORMER CA4 ' NEW SIDING TO O . . . . . . . . . . . . . . . . . . . . MATCH EXISTING . . . . . . . . . . . . . . . . P . . . 3'h CABLE RAILING w h-1 F-1 O NEW SIDING TO MATCH EXISTING NEW OVERHEAD DOOR AS SELECTED BY OWNER ^^ w E O W a PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" a� ct o cn 03 0 N cn � � u .mo ° � o �. 5 �:' u� U °u ON N ) W Emff4W U O Emm, EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" l U) a ^I " d' DRAWN:JM/MS r ti��r ��t ',;' e► SCALE:AS NOTED DATE:7/12/2022 07`; SHEET NUMBER: �- A- 1 REVISIONS: 3/2/22 Misc Rev 12 12 Z� �6 NEW DORMER NEW DORMER NEW SIDING TO NEW SIDING TO MATCH EXISTING MATCH EXISTING w FIREPLACE DIRECT VENT -1 L Z F^--1 i F--�I EGRESS a WELL PROPOSED SOUTH ELEVATION a SCALE: 1/4" = 1'-0" � U r� � O U •rr� v •. ct ct -+-j 0 rn o X Lmn v o° u O a Rs o-s IN N v >~ v w U IN U U EXISTING SOUTH ELEVATION SCALE: 1/4 - 1 -0 DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: A-2 REVISIONS: 3/2/22 Misc Rev PROPOSED DORMER PROPOSED DORMER PROPOSED DORMER NEW SIDING TO MATCH EXISTING Lul I ILI=�j I--I w NEW SIDING TO Ll EJ MATCH EXISTING 0 F--1 — F—I - OUTDOOR SHOWER I n 7F1 F 77 F�1 rW V1 O^ � ITMO PROPOSED PATIO PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" U N F+i r� O � � U 0 r M N � u PO m c�ri O � � `� p,u wax 0 v 0E 0 P4 bn u G o Lr) U �1 N v v � W C� W U E- O H ' 1 U v � EXISTING EAST ELEVATION SCALE: 1/4" = V-0" DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: A-3 REVISIONS: 3/2/22 Misc Rev NEW SIDING TO MATCH EXISTING IF 74 — w11 ---NEW ROOF DECK F-� NEW OUTDOOR El ■ SHOWER �-1 F^-I H . w a PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" U N 7� rn r� � O U v� ct 0 H v O -� " ate `~ o Z 0 41Lo \ ° r. x U ON N v � w3 w U � U O U) N U EXISTING NORTH ELEVATION � SCALE: 1/4" = 1'-0" � titi IN So DRAWN:JM/MS �� � ,• SCALE:AS NOTED x' • i DATE:7/12/2022 ``,• � „�z�� °��'�- SHEET NUMBER: in �. A-4 REVISIONS: 3/2/22 1 Misc Rev � o-s 00 u O �o EXISTING KITCHEN EXISTING DINING ROOM cq I I x I I LL, I v I OZD I I u I x — — — — — — — — — — — — — — — — I Z (2)2X12 w/1/2"PLYWOOD HDR I O x I [� - - – - - EXISTING DECK L - - - - – – – , W EXISTING GARAGE I EXISTING LIVING ROOM V I I o .------------------------- o EXISTING X EXISTING BEDROOM BATH u No. 1 I Q 0 C� x n. W a 0 O � D EXISTING PORCH LL N - - - - - - - - - - - - — - — - — - — - — - - - - - - - - - - - - - - - - - - - - - EXISTING BASEMENT 04x U-1 N 4-1 O EX. (3)2X12 GIRDER EX. (3)2X12 GIRDER i EX.(3)2X12 GIRDER EX. (3)2X12 GIRDER EX. (3)2X12 GIRDER ^� V _ _ }� _ - ---------------C- --C----- ----------�-- -_�---------- -----j=- - ---- -------- --2 _®__2--------------- - f� EXISTING GARAGE EXISTING 1ST. FLOOR PLAN zs • � • SCALE: 1/4" = 1'-0" V V� OLLrN CN ' C� X o V1 CN s X 0 Lu ' ELEC m N o PANELS M ai u CN 0 tut P-4 } tU .En u EXISTING PORCH I ; - - - PLT.HT._ _ _ _ _ _ - - - - _ PLT.HT.- - - - - - - - PLT.HT. 00 :E]l cq o W 3 Z EXISTING FOUNDATION PLAN W EXISTING BEROOM EXISTING BEROOM SCALE: 1/4" = 1'-0" U No. 3 No. 4 VO EXISTING BATH — — — — — —r — — — , — — — — — — — — — r — — — , — — — — — — — — — — — — — — — — — — — — — — — — EXISTING I EXISTING I I EXISTING SKYLIGHT I I SKYLIGHT I I SKYLIGHT I U L - - - J L - - - J L - - - Y-10"PLT. HT. 3'-10"PLT. HT. Y-10"PLT.HT. A IN S DRAWN:JM/MS q1 +sr SCALE:AS NOTED 14, DATE:7/12/2022 SHEET NUMBER: � EXISTING 2ND. FLOOR PLANm -Tf _ '.. SCALE: 1/4" = 1'-0" A- 5 REVISIONS: 3/2/22 Misc Rev z 8"THICK CONCRETE O F WINDOW WELL a z HORIZONTAL PROJECTION(ie DECK) O #5 REBAR @ 12"OC Z a a V c c a3 E z_ REMOVABLE STEEL GRATE 4"min. Y-0"min. .� LADDER RUNGS min.3" #5 REBARp•° PROJECTION Z @12"OC .A 04 44-max "ADJUST FOR LARGER WINDOWS o• (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TOZ p�a (PER CODE) OPEN FULLY) z 'L o' _ _ p•° DRAIN WINDOW WELLS TO BE COVERED WITH STEEL GRATE. o 2 X 6 ACQ SILL 4" P.G, SLAB ON GRADE I/ - COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. a a• o' min.6"DEEP GRAVEL p.• ANCHOR BOLT I BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO GRADE -� I MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE r^ o' 44"max. V1 II 4' I I LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER p�° \• • THAN 44 INCHES AND SHALL PROJECT NO MORE THAN /\\ 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY O FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF o' / 1 NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT 4 I I OF WELL. •Q � d • C WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF OPENINGS AS SHALL BE REQUIRED.DJUSTED IN SIZE FOR LARGER .• Q' O 011 4. WINDOW WELL DETAIL NTS Q � — — — — — — — EXISTING DECK L — — — — — — � Z lei SECTION 'X' TI-IRU 6L,48 FOUND,4TION L PATIO ON GRADE O X � J ` Scale: 1/2" :; 1'-O" ( / J ( 6'-6" 1'-0 I A Q 17''4" (ADDITION) J D OR �_� (2)2X8 ACQ GIRDER ♦ / s C3WER — 1 0. 14'-0" (ADDITION) �W 14"dia PIER 3.5"X0.25"STEEL zx6 ACQ 3'BELOW O COLUMN (TYP) @16"OC GRADE ------ — --- -�� L-- i ----Q-- n=---D a-------- o. p c -------Q--D--- a--o-Q---------D--- c--o-Q---o i O @ --- �-- - (NEW DOOR LOCATIO ) #5 REBAR 1 1 11 (VIF) � I #5 REBAR 12"OC P I I I I 11 LOCATION MECHANICALS a 2 X 4 STUD WALL 16' O,G. `— 1 I I I 3'-3" 3'-6T�4" @12"OC(TYP) c , I I I I ANDACU TS TO BE VERIFIED W n I I I I - - WITH W ER IN FIELD PRIOR L - - -_ T I STALLATION. r EXISTING O o LOSE OFF • I I I I FRAMED WALLS 1 1 =N p (STING s _ _ p )ENING � �'-- - , OVER SLAB 1 I •o II 11 ° ' _ U v ' 11 I I 1 I-'i REMOVE EXISTING OIL FURNACE I NEW EXHAUST PIPE TO BE INSTALLED. O N I I I I N REPLACE WITH NEW PROPANE INSTALL PER MANUFACTURE INSTRUCTIONS PILASTER c I I I � - - - FURNACE,SIZED PER INSTALLER PIPING AND PITCH TO MEET MINIMUM (TYP) ; •� 2 X 10 FJ Iro" o.c:-,./ 5'-01 2" N EXISTING BASEMENT 11'-6'2" CLEARANCES PER MFGR AND CODE ,� � o PROPOSED GARAGE i I I I X (VIF) DIRECT �,•( • I I STEEL LALLY COLUMN v _, LLl HSS 6X6X4/4TU SFE-E6EOLUMN • 4"CONC.SLAB OVER COMPACTED ( I ON 2"X24"X12"FTG I i2 M OVER'42"X42"X 6"CONC'FTG. 0VENT ' \//�\/ / i i CLEAN FILL,REINFORCE WITH I I 1 1 ---- - aU ___,________1_� ____________ REINFORCE w/O#S REBARe.w. ---' — (2) 2 X 6 SILL PLATE' \ \ C v : _ _ _ EMOVE EX. o Z ��j��j 0 10/10 6X6 WMM. PITCH TO OH OPENING I I I L - - - - - ® )CHIMNEY Z ct X4 BEARING WALL OVER HAUNCH___ I ! O O p,:,D �j �j / �-. • .__1 __, Ir SLAB(16"X8"X72"w.(2)#5 RE AR) ' H 25'-113/4" I I 1 8'-81/4" - -------------- -- --'--------------- -- --'-------------- -'-- - =--= --------- '-- --'-- -------- -- o �' i T) < •�_ - ------------- -_- --------------- __---_---------- -- _ -- --________ _-®= ___________--_= _ I"I' v I / . --- ---------------, , ----------------,-- -,--- ---------- - - -I--- I I - - V °' \\ \\ \\ ✓ING ROOM W P i I I �— 8'-10" CIS EX. (3)2X12 GIRDER , , , , EX.(3)2X12 GIRDE - , Cp -_-- EX.(3)2X12 GIRDE 2 M 4' ui 4< \ �. WDIRECTION I 1 1 ---- ---- -- 8" PC WALL /\�/\�� u •' _ 1�' ' W - - Z r. I > tl Cr1 I ; C 4'-2" G I -0 I I m u- FINISHED FLOOR TO - DAMPPROOF ' �j\�j\�j Q ' I I I MATCH EXISTING(VIF) O EXISTING PC WALL I O N J EXGRESS'ESCAPE WELL TO CODE ' TO BE REMOVED I I 1 O __ 7 1 M � a' 6X6X1/4 TUBE TEEL COLUMN '- , AS REQUIRED(VIF) 1 I „� I m O ER 24"X24"Xl "GONG.FTG. v •'D . \/\\/\\/ 00 ' I u1 1 — O EXISTING STAIRS TO RE FORCE w/(2)#5 REBAR e.w. o -� \/\ N 4 ; I 1 I J BE REPLACED AND ¢ NEW STAIRS AND RAILING d LL• s TO MEET CURRENT NYS h r — '1 1-3/4X11-1/4 ML(@16"OC i O cX.i RESIDENTIAL CODE I I o • SKIM COAT FLOOR N MINI ENT K I MUM REQUIREMENTS �^ AS REQUIRED. I R311.7, 312.1 --- - ----• . m o I I R Z EXISTIING la m v \\ \\ PROVIDE PRICE TO EPDX1 I FINISHED FLOOR TO X CLOSE OFF EXISTING(VIF) N a O I OIL I EXISTING TANK V o m \>\ \ \ \ \ \ \ \ \ a I I I W p OPENING o a` v o . \ \ .• \\ \\/ i I I I HOVER XT/X42PX16"CONC..FTG.COLUMN:8 EEL i v rd // // // // / i 4 1 I #5 E$AR�12"OC(TYP) REINFORCE w/,(5)#5 REBAR e_w_; 14 10 \ �. \ \ C. \// /f '\. v v v '. '. . v v #5 REBAR o cCLL z u --- @12"OC(TYP) o ------------------------------------------------------ ------ CLOSE OFF EXISTING OPENING o CO 0 d u .. CONCRETE APRON TO TIE INTO FOUNDATION WALL w/#5 REBAR @12"OC(TYP) cd FOOTING TO BE 16"X8"w/ v •a v v •v v Irl U r +� 1 (2)#5 CONTINUOUS REBAR ---- _• ` e • all v �SEC'.TION %I TI-•�IRU e,46EMENT WALL MIN.3'BELOW GRADE(TYP) — " " 18'-3" 8"PC`WALL, T MPPRO H ED N o W Scale: 1/2 = 1'-0" EXISTING PORCH (FULL BASEMENT TO MATCH EXIST.) 4 14'-0" ADDITION ADJUST WALL HEIGHT FOR (ADDITION) FINISHED FLOOR TO MATCH -- -- EXISTING(VIF). 17'-4" (ADDITION) 18-011 FOOTING TO BE 16"X8"W/ Io (2)#5;CONTINUOUS REBAR 35'-4" U CONCRETE SKIM COAT--- '- GUT AND REMOVE – – – – – – – – – – – OVER EXISTING AND EXISTING FOUNDATION PROPOSED SLAB FOR WALL TO BELOW SLAB SEAMLESS FINISH Q II EXIST 4" P.C, SLAB ON GRADE N ° % • - PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" x , PROPOSED 4 - '4 U CONCRETE SLAB 11-411 �, .� } DRAWN:JM/MS SECTION 'Z1 TI�RU SLAB 1=OUNDATION _, t: "�, SCALE:AS NOTED Vol } B DATE:7/12/2022 Z Scale: 1/2" - 1'-O" SHEET NUMBER: -� A A-6 NEW FIRE PIT REVISIONS: PROVIDE PROPANE 3/2/22 Mise Rev GAS CONNCECTION ± 10'FROM STAIR ------------------------------------------ ----------------------------------------- ----------------------------------------- ----------------------------------------- ----------------------------------------- ----------------------------------------- z B EXISTING DECK Z PATIO ON GRADE 14'-0" (ADDITION) 0 1 / 1lo EXISTING SHED ) PROVIDE GAS CONNECTION TO BE RELOCATED I 1 TO BABREQUE(VERIFY WITH OWNER)) 6'-10" 71-21+ F� iJ ( ___________ ______ ouDoo Q � HOW 17'-4" (ADDITION) J v + " ADDITION SHELVES ABOVE F--I W ' J P 0V/IDE SH TOFF HANGING ROD(MIN.2 J3.5"X0.25"STEEL � t'VE AT SHO ER VERIFY w/OWNER) • COLUMN (fYP) 3357-2 \ ` (REUSE EXIST.) 0 3'-0" a i I 2X10 HDR -o eO 0 H55 6X3X1/4 11 (2)2X10 HDR O I � TUBE STEEL I I ^ 3 N C UO Q I COLUMN Lu x - - - - - - - - - - m I I- (EXTERIQRT/A B_OVFL uZ- - - - - - - -:o-_r - , — - _ _ M DOOM N V I = (4)1-3/4X14 ML /(3) 3/4"STEEL FLUSH BEAM _ H55 6X3X1/4 I2 w U ' I I TUBE STEEL U 11 RADIANT HEAT TILE FLOOR �' U I 0 w I COLUMN o' _+ Ij m (FLUSH FLOOR w/GARAGE) g I ZD w V = 00 I I VAC w/WIN THERMOSTA i X w I � I w V II I00o w I I Q = rn a - - - - - - - - - - - - - - - - (EXTERIOR WALL ABOVE) - - - n- - - - - - - - - - - - - - - - - - I v x m 11-1/4 ML(RIP TO 9-1/4)DBL X16"OC I ,aX I I b, m ` _ o _ _ sLu Lu Z (DECK ABOVE) INSTALL 3/4"T&G EXT.SHTG ABOVE w/ I I EXISTING KITCHEN N EXISTING I I X N U n EPDM,FLASHED PITCH FRAMING TO GUTTER. V 3 I v ' �.� 5/4 DECKING ON 2X ACQ TAPPERED SLEEPERS x I I " r rr N " z DINING ROOM I I m U = I �Q � 1I - 2-0 4-0 26 � ' II W m'•'-' O JOIST DESIGN INTENDED FOR RAISED BED GARDEN m - - - N= N ON ROOF DECK @ 1 CF PER SF AREA DESIGN li I Q I I \ GM - - w n I m I I v w V C v W II ,m I I ^ SD = 3'0" \ , I I N > Lf1 U EXISTING STEPS DOWN m EXISTING HEADERmI !uj IIfyi TO BE REMOVED.BUIL TO BE REMOVEDiIHSS 6X3X1/4UP NEW FLOORp ♦ I I TUBE STEEL A( 77 ) - - - 1 - - - - - - - - - - - - - II COLUMN O a I� I 1 (2)1-3/4X9-1 4 M 1/2"STEEL ( S EPS HALL - - -_ _-_-_ -__ _ _ - - _ _ _ _ _ =a I r3 - I I 3'-p TILE 5 (5)1-3/4X9-1/4 l�l1 w/(4) 1"STEEL FLUSH BEAM - - - 00 .�i tyO I I I 45 MINUTE00 0 I I Lu I FIRE RATED DOOR - C:M I I V Q I- X I I SC HINGES w/ _U �+ 21'-101 2" i I IM 11 STEEL JAMB 4n o 4 1 2n 4+_Q" w 0 HSS 6X6X1/4 I I d- �--1 XISTIN STAIRS TUBE STEEL EXISTING LIVING(ROOM PARTIAL LIVING ROOM I ^ v U BE REPLACED AN COLUMN (EXPANDED) I I NEW GAS FIREPLACE I= I I P OPOSED S NEW STAIRS AND RA ING EXISTING EXTERIOR 't o o TO MEET CURRENT YS Z SECTION VIEW DIRECTION w^ Lu '> I 1 WALLTO BE REMOVED HALF BATH -2,4zt cc RESIDENTIAL CODE I I TO BE INSTALLED(VIF) ^ \ I m TILE m MINIMUM REQUIREM TS (TV ABOVE)I I V PROPOSED GARAGE II IJ R311 R312.1 _ - _ - _ - _ - _ - _ - _ _ - _ - _ - _ - _ - _ - _ - _ 0 5/8"TYPE-X FIRE RATED SHEETROCK I, ,Q 5D I I z i UO (5)1-3/4X9-1/4 ME w/(4) 1"STEEL FLUSH BEAM Ln w 7- ON WALLS AND CEILING I I =� - HSS 6X3X1/4 _ _ I I TUBE STEEL x •----------------------------------- ----�-� ----- v e rt' w N? N + �I ,0Lu z I I O Lu 2-6 U rLi' I I U COLUMN � i I Ij I I N V 8'-6" `� 8=e ���'1 RE-FRAME WALL I I �2 U d + I + v g f TO 2X8 I I Q II I LL EXISTING I I li I i i M _N PROPOSED EXISTING BEDROOM N BATH I I N o LAUNDRY ROOM � i X LL = m o 0 I I , N O. 1 HSS 6X6X1/4 v -' r 00 , , p FLOOR DRAIN Z I I 0 W It 0 I I I BIKE TILE � TUBE STEEL EXISTING EXTERIOR `' N I^ u, rn r, N G o STORAGE w O o COLUMN WALL TO BE REMOVED I I N iv roall X v J (EXTERIOR WALL ABOVE) �� (4)1-3/4X14 ML w 3)3/4"STEEL FLUSH BEAM � EXTERIOR WALL TO BE 2X8 I - - - - - - - - - - - - - - - - - - - - - - - - ,_��. �_..._ . �>_..�.� _ .._..LF va m r- m I I(EXTERIOR WALL ABOVE) - O x o (3)1-3/4X14 ML w/(2) 3/4"STEEL HEADEII. , (2)2X10 HDR (2 N I I z w u v�LL I I Q Cu N E roo 18'-0" 2929 2929-2 \"' TUBE STEEL I I .0 I HSS 3.5X3.5X1/4 �✓ p�D II COLUMN (2)2X10 HDR Cd n -� U 17'-4" (ADDITION) 18'-�181-011 (RE3357USEE2IST.) 00 � m •., v 1.WALL HEIGHT TO MATCH EXISTING.2X4 STUD WALLS. N W 3 EXISTING PORCH 12'-01/2" 121-0117+-312" 41-0112.GENERAL CONTRACTOR TO VERIFY EXISTING MATERIALS, 10 61-10'1 T-2" OPENINGS TO BE REUSED,DIMENSIONS,etc.PRIOR TO - - - - - - - - - - - - - - - - - - - - - - — - — - — - — - — - -- - - - - - - - - - - - CONSTRUCTION.NOTIFY ARCHITECT FOR CHANGES OR EXISTING DISCREPANCIES. 35-411 „ 3. PROVIDE TEMPOARY SUPPORT FOR BEARING AREAS. lie14-0 (ADDITION u � PROVIDE SEPERATE HEATING AND COOLING ZONE FOR --_-__------ u MUDROOM,HALF BATH,AND LAUNDRY ROOM ------------------------------ ------------------------------ INDICATES EXISTING WALLS TO REMAIN E. �- INDICATES EX15TING WALLS TO BE REMOVED SECTION M1502 CLOTHES DRYER PROPOSED 1ST. FLOOR PLAN INDICATES NEW WALLS EXHAUST VENT TO EXTERIOR 3 SCALE: 1/4" = 1'-0" INDICATES SMOKE DETECTORS, ALL OF WHICH MUST M1502.1 GENERAL. DRYER u EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER 5D SYSTEMS, AND SHALL CONVEY BE INTERCONNECTED THROUGHOUT THE BUILDING AS THE MOISTURE TO THE OUTDOORS, PER SECT, 1060.10 OF THE N.Y.S. BUILDING CODE. INDICATES HARD-WIRED CARBON EXCEPTION: THIS SECTION SHALL crl NOT APPLY TO LISTED AND I MONOXIDE DETECTOR LABELED CONDENSING (DUCTLESS) ® 80 CFM MECH EXHAUST FAN TO EXTERIOR CLOTHES DRYERS. t4 sc, �! '4' °�a �y• DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 �h SHEET NUMBER: A-7 REVISIONS: 3/2/22 Mise Rev CA 0 V--i cn 0 B .A Q^ F--•I 23'-7" (DORMER) Q ol 11'-9'/2" 11'-9'/z" 14'-3'/z" (DORMER) 71-13/4" 7'-13/4" 0 4-4 MINIMUM 36"Tp BOTTOM OF SILL 00 a (SEE SECTION ON A-10) N 2547-3 2547-3 (2)1-3/4X7-1/4 ML HDR I PROPOSED FALSE DORMER I , I I (LAY OVER EXISTING ROOF) BUILT SHELVES , 2) 7.1/4 ML HEADER - , SEE ROOF PLAN OVER PRINTER I I (VERIFY w/OWNER) i INSTALL MINIMUM 2'X2' I V u u 1= ACCESS HATCH TO DORMER �o 7'-0" 8'-5 q, 71-011 I e = N `O 3 -0'2 C i tj w v I i LINEN ' to 00 ----------------- ----------------- ----------------- a, X N 00 X I 00 N I • '- � N N I r _ 2'-0" O _ ' (2)1-3/07-1/4 ML FLUSH BEAM 2X8 H ( X8 HD I I Q I, _ I I W Z � m r-- w w N W O f� I I -I 1- — — — — — — — — — — — — — — — — J-I -( I HALL m HALL I I �° W m N I I I LL ' WHITE OAK Ln I I M Z oo ? N O .� V _ < I I I I I X i I FLOORING I I = N ow Q O I W I I I I {+ o I I N PROPOSED DECK O Nct N [, n 1 = m I _ 2 ® I I P OPOSED u N lr1 DECKING TO MATCH EXISTING I eo v -NI I I OFFICE SITTING AREA< N N PARTIAL LIVING ROOM PROVIDE HOSE BIB AND i N I p �I I 2X8 CJ Z Z I I HITE OAK p SECTION VIEW DIRECTION IRRIGATION TO REVIEW WITH M I y I @T6T �� o�-> _ I a a � � - I I F OORING z OWNER N 1 = N I I /2 P t a PRO OSED BEROOM I I = PROPOSED MASTER BEDROOM I I00 WHITE OAK FLOORING X PROP S D EXISTING No. 3 II 00 _ WHITE OAK v� TRAY CEILING N I I MASTER TH e FLOORING I I O 23'-0" II — �� BATH II � d- m °° /',a I I 14'—ll" 10'-8" `t V1 O �J _ _ _ FIRPLACE 2X8 CJ I I-- r - - r - ® I I LL INSTALL PER CO E @16'OC I I Its m I I I I I I I o STYLE BY OWN R 0 o I I I I c� EXISTING I I I _ nxi ' v ly I I I SKYLIGHT I I I _M M v C) ON m �- — — — — — — — — 4EAftl — — ST— — I - - �XISAELOTING - - - - - - POST I I x0 m I I (� ) I I W m o P) -`�p� SKYLIGHT - - - - - - - - - - - - - - - t N P u 1FF (2)2X - - - - - - ( 2X8 HEADER EXISTING 3'-10"PLT.HT. DQ z 44 u v 4129 4129 4129 4129 4129 4129 4129 4129 4129 4129 0 m M ;4 u CV 14"PLT HT(NEW RIDGE TO MATCH EXIST.) U c v a` v un ol 17'-4" (ADDITION) N 0 w 3 i� 11'-9'/2" 11'—T/2" 13'-3" 13'-3" lo loK 15'-0" 23'-7" (DORMER) 22'-3" 26'-6" DORMEREm� w uu U O PROPOSED 2ND. FLOOR PLAN N SCALE: 1/4" = 1'-0" u u INS f6 �' ¢ � DRAWN:JM/MS fl ,I SCALE:AS NOTED DATE:7/12/2022 t*� i. AfZ3t-, SHEET NUMBER: A- 8 REVISIONS: 3/2/22 1 Misc Rev C) H Q EQUAL 13'-4" EQUAL lo 6'-8" 6'-8" ,x rr — — - - - - — — — — — — - - - - — — — — 1 -- — — — — - - — — - - / — - — — —� — — — — — — — — — - - - — — - - _—_—_-- — — — — - - —2 — — PeXI 8 6"OC 2X8 RR 12 - - - - II @16110C II II II II II I I i C34 - - - - - - - - - - - - - - - - - - - - r Ir0-Ir - — - — - - — — — — — — , r - - — - - — , ( (2)2X8 HDR Ir — — , I I II II I I I II II II II II II II II II II it II .� II II II II jl 11 L/] L - - - - - - - V O I I I I I I I IFALSE DORMER TO LAYOVER I I p I 2X10 PLATE.FASTEN TO ROOF v I 12 I I L _ - - J - - _ L co FRAMING WITH(2)1/2"dia.LAGS - - - L _ _ _ _ _ � L _ _ _ _ , 12 I ct I 1 - - - - - -O - 1 - - - - - - - - 1 r - - - - - - - , N WITH WASHERS @16"OC - - - - - - - - - - - - , I 1 I L _ �2 _ J 6 L _ - J I I 00 1 1 1 r - - - - - - �- _ - J L _ _ _ _ - _ _ _ _ _ J 12 I I N °C I r I I 1 1 it N I ii li •� d- ct PROVIDE ACCESS HATCH TO DORMER. I I I GC TO CONTACT ARCHITECT I I Vj I IF REMOVING ROOF STRUCTURE I QJ -PRIOR TO_DEMOFOR AIDDITIONAL I r - - - - - -STRUCTURAL TO Q NSIDER 2X10 RIDGE I 2X10 RIDGE ROOF DECK II II II II CC3 i 4-4 II U II II II II II II li O� li N• /IN II ii II II o 0 II I N u l 12 1 1 r - - �vl- -(2)2X8 �RI 11 I I 12 m m 0 00 1j I 11 �� I X II N II I I II oo I 0m EW LOCAT10t,I I EXISTING I 1 N 1 1 g, :°2 u 1 1 1 EXISTING SKYLIGHT I I ` + I SKYLIGHT I I I I I �"' w I I j1 - I I II L _ _ _ _�(/lam^�/ JL _ L - -J J REMOVE SKYLIGHT AND FI - - - - - - - - - - - - - - - - - - - I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - � RELOCATE I t InU 1 t2 CLOSE OFF OPENING b, I 2X8 RR 12 12 2X8 RR 1 c°w v L _ - - - - - _ _ L1_�Z"QC - - - - - - - - - - - - - - - - - J I II I Ow � L - - - - - - - - - - - - - - - - - I 12 @16"OC II I i I - - - - - - J _ J I I I I 1 I rT Wm I I I U Fi 1 I I 1 I I I I H I V 1 I N x U � PROPOSED ROOF PLAN _ SCALE: 1/4" 1'-0" ;ggytr >r+ .� +.rpt- DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 e2 rf_ SHEET NUMBER: •�,,� nig i;1�-�.�" A-9 REVISIONS: 3/2/22 1 Misc Rev 2X10 RIDGE , 2X10 12 12 RIDGE -I 2x8R�6 2x8R 2X4 HANGER g76, 16 AT AT EACH RR/C1 __ _ 2X8 CJ @16"OC 2X10 CJ @16"OC — — --- 2X8 C1 @16"0C ----------------------------------- (3)1-3/4X7-1/4 RR @16"OC ML FLUSH BEAM DOOR AT HALLWAY OFFICE SITTI G AREA o q 4'-3" _c rn 00 BEYOND °' MASTER BEDROOM ROOM '_8ll o Z UPSET BEAM oo on INTO WALL ME _8 ABOVE O 12 � ' UPSET BEAM 4 3/4"SUBFL OR N INTO WALL POCKET _ ABOVE X4 P DOOR 3/4"SUBFLOOR 9-1/4 ML FJ @16'10C9-1/4 ML FJ @16"OC 9-1/4 ML FJ @16"OC (4)1-3/4, 14 ML w/ (5)1-3/4X9-1/4 ML w/ (4)1-3/4X14 ML w/ 1-3/4X9-1/4 ML @16"OC EX.CJ (3)3/4"S EEL BEAM (4)1"STEEL FLUSH BEAM (3)3/4"STEEL BEAM a 3'-13/4" PORCH LIVING ROOM Q LAUNDRY ROOM EXISTING COVERED FRONT PORCH TO CLOSET BEYOND REMAIN O B PARTIAL LIVING ROOM SECTION 7 >> SCALE: 1/4" = 1'-0" MuDfRc om 2 x 8 16" O.C. � LANDING Q Q 2X8 ACQ SILL REORIENTED STEPS EXIST. W EXIT. 8"PC WALL OVER BUILT-UP FLOOR TO EXIT. UP TO MAIN FLOOR O LEVEL 16"X8"FTG, (2)#5 BAR BE LEVEL WITH MAIN O HOUSE FIN FLOOR, r a 0 a SEcrIou '5' Scale: 1/4" 1'-O'• 2X10 RIDGE EXISTING 2X8 RR @16"OC bOG 2X8 CJ @16"OC +8 0 J••4 ----=C=:) 235 * FIBERGLASS ROOF SHINGLES p * '., U PROPOSED FRONT DORMER PROPOSED REAR DORMER 15 FELT 5/4 DECKING OVE 2X ACQ SLEEPER Q 1/2" CDX PLYWOOD SHEATHING (TYPICAL).COMPOSITE DECKING TO ' • MATCH EXISTING(VERIFY w/OWNER) 3'h CABLE RAILING 00 •~ �t MASTER BATH MASTER BEDROOM (MATCH EXISTING) 1212 16 ►� (5)1-3/4X14 ML w/ 2 X S ROOF RAFTERS 'D 16" O,C, \ (4)1"STEEL BEAM G � 6"O SIMPSON H3 FRAMING ANCHORS '� 16" O.C. 1-3/4X9-1/4 ML 16"OC SCUPPER(TYP.) — — LINE OF EXISTINGOF EXISTING 2 X 4 COLLAR TIES -0 48" O,G, ROOF BEYOND 2 2X4 HANGER ROOF BEYOND 1-3/4X11-1/4 ML(RIP TO 9-1/4) DBL @12"OC GUTTER TO BE INSTALLED R-19 INSULATION EXITING TO CONNECT TO DOWNSPOUT — — AT EACH RR/CJ AD TO DRYWELL PER CODE C� OPTIONAL PAD POUT CEILING --- 1 X (O FASCIA BOARD TO MATCH(VERIFY w/OWNER) 2X10 CJ @16"OC I VENTED SOFFITS (CONTINUOUS) HALF EPDM,FLASHED w/LEAD COATED COPPER FULL HEIGHT WALL GUTTERS 4 LEADERS TO GRADE (TYPJ o HALL BATH OVER 3/4"T&G EXTERIOR GRADE SHEATHING +I 1/2" GYPSUM BOARD 6 CEILING m N o PARTITION GARAGE o rn °' u WALL(TYP) OPEN THRU X L� , 5/8"TYPE-X FIRE RATED SHEETROCK rn TO BEDROOM c m r+ TO BE INSTALLED ON WALLS AND = c� cn O BEDROOM No. 1 CEILING.REPLACE EXISTING AS REQ. BEYOND O '� X o au+ 4"PC SLAB(PITCH TO OH DOOR) 2X6 ACQ PLATE OVER _ OFFICE / SITTING AREA Z w REPAIR SURFACE TERMITE SHIELD, U1 � v 11 11F 111 11 DBL 11-1/4 ML AS REQUIRED REINFORCE w/10/10 6X6 WMM SILL SEAL PER CODE � EXITING -' OVER COMPACTED CLEAN FILL _ — — SIDING TO MATCH P4 to Z 9-1/4 ML FJ @16"OC e• J O sur . . .. . . .. .. . . . .. . . .. . . .. . . .. . . .. . . .. _ .54 EXISTING GARAGE SLAB , , ct) UP PLATE u m 4 n AS RE @ Q __ 2X4 PL 15 I* FELT U m d, 17-4 6 B"PC WALL E ; 1/2 CDX PLYWOOD SHEATHING cp:_=�l (3)1-3/4X14 ML @16"OC , u t 00 (ADDITION) :., 2 X 4 STUDS 6 16 O,C, N o w , ' in •---• — - -• R-13 INSULATION � a: CUT BACK OR 16"X8"STEP FOOTING EXIT �-�=T_ Ba1 EXISTING REMOVE EX.WALL w/(2)#4 REBAR 1/2" GYPSUM OARD WALLS l2� 2 X 4 TOP PLATE e. EXISTING COVERED `�' LINE OF EXISTING KITCHEN BEYOND STAIRS 2 X 4 SOLE PLATE r . FRONT PORCH TO - 1�"' C PARTIAL GARAGE SECTION REMAIN BEYOND 2 X 4 STUDS 6 INTERIOR PARTIONS 16" O.C. (TYPJ ` w • 7 » rr'•d __'' LIVINEXPANEOMSCALE• 1/4" = 1 -0" U ru, 3/4"SUBFLOOR DBL 7-1/4 ML @16"OC _-_,-11 FINISHED FLOOR TO ENi ADJUST FOUNDATION 2X6 ACQ SILL PLATE WALL HEIGHT AS REQ. OVER TERMITE SHIELD (VIF) AND SILL SEAL(TYP) ° U ° PROPOSED UNFINISHED 8"PC WALL o FULL HEIGHT BASEMENT ° DAMPPROOF EXT. O° o 4"CONC.SLAB 16"X8"CONC.FTG. i (2)#5 REBAR '°r ' Y � "° DRAWN:JM/MS SECTION a`e.M SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: A- 10 REVISIONS: 3/2/22 1 Misc Rev Generated by REScheck-Web Software Compliance Certificate INTERIOR OPENING SCHEDULE EXTERIOR OPENING SCHEDULE Project Stambules Hind marsh/ marsh Residence LOCATION SIZE: DESCRIPTION JAMB SIZE HARDWARE REMARKS LOCATION MANUFACTURER CATALOGUE No. UNIT TYPE: UNIT SIZE: HARDWARE GRILLE PATTERN REMARKS Energy Code: 2018 IECC Location: Mattituck, New York FOUNDATION: FOUNDATION: Construction Type: Single-family Project Type: Addition SOUTH ADDITION: PELLA 3565 CASEMENT WINDOW 2'-11"X5'-5" STANDARD - TOW: 8'-0" ' " 1 BOW: 2-3 3/16Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: 1ST. FLOOR: 1ST. FLOOR: Construction Site: Owner/Agent: Designer/Contractor: GARAGE: 3/0X6/8 PREHUNG SINGLE DOOR 4-5/8" KEY LOCK 45 MIN. FIRE RATED DOOR w/ VERIFY STYLE w/OWNER 545 Greton Ct SC HINGES AND STEEL JAMB GARAGE: OVERHEAD DOOR 181-011 X 81-011 - INSTALL O.H. OPENER Mattituck, NY MUDROOM: 2/6X8/0 PREHUNG SINGLE DOOR 4-5/8" PASSAGE LOCK (CLOSETS) GARAGE: PELLA 2929 CASEMENT WINDOW 2'-5" X 2'-5" STANDARD - Z HALF BATH: 2/4X6/8 POCKET DOOR 4-5/8" PRIVACY LOCK GARAGE: PELLA 2535 DOUBLE HUNG WINDOW 2'-1" X 2'-1" (V1F) - RE-USE EXISTING (VERIFY SIZE) Compliance: 9.3% Better Than Code Maximum UA: 268 Your UA: 243 Maximum SHGC: 0.40 Your SHGC: 0.30 LAUNDRY ROOM: 2/6X6/8 POCKET DOOR 4-5/8" PASSAGE LOCK The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. MUDROOM: INSWING DOOR 3'-0" X 6'-8" VERIFY STYLE WITH OWNER It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. w INSTALL LOCKSET Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade a assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. LAUNDRY ROOM: PELLA 2929-2 CASEMENT WINDOW 4'-10" X 2'-5" STANDARD - Q 2ND. FLOOR: LIVING ROOM: PELLA 3357-2 DOUBLE HUNG WINDOW 5'-6" X 4'-9" (V1F) - RE-USE EXISTING (VERIFY SIZE) Z MASTER BEDROOM: 2/6X6/8 PREHUNG SINGLE DOOR 4-5/8" PASSAGE LOCK (CLOSETS) Envelope Assemblies � LIVING ROOM: PELLA 2547-3 DOUBLE HUNG WINDOW 61-3114f-911 - MASTER BATH: 2/4X6/8 POCKET DOOR 4-5/8" PRIVACY LOCK ;tix• Q ���� BEDROOM No. 3 2ND. FLOOR: Ceiling 1: Flat Ceiling or Scissor Truss 705 30.0 30.0 0.017 0.026 12 18 Ceiling: Cathedral Ceiling 200 30.0 0.0 0.034 0.026 7 5 Q MASTER BEDROOM: PELLA 4129 AWNING WINDOW 3'-5" X 2'-5" STANDARD - Q Wall: Wood Frame, 16" o.c. 811 20.0 0.0 0.059 0.060 40 40 MATCH EXISTING INTERIOR DOORS MASTER BEDROOM: PELLA 2547-3 CASEMENT WINDOW 6'-3" X 3'-11" STANDARD - Window: Wood Frame HINGES AND LOCKS. VERIFY R/Os PRIOR TO ORDERING SHGC: 0.31 104 0.310 0.320 32 33 Q MASTER BEDROOM: PELLA 7282 FRENCHWOOD GLIDING DOOR 5-111/4" X6-91/2" STANDARD - Window 1: Wood Frame 11 0.290 0.320 3 4 SHGC: 0.32 BEDROOM No. 3 PELLA 4129 AWNING WINDOW 3'-5" X 2'-5" STANDARD - Window 3: Wood Frame 220.310 0.320 7 7 a SHGC: 0.31 C BEDROOM No. 3 PELLA 2547-3 CASEMENT WINDOW 6'-3" X T-11" STANDARD - Wall 1: Wood Frame, 16" D.C. 1,069 20.0 0.0 0.059 0.060 51 52 A-+ Door: Glass Door (over 50% glazing) 42 0.300 0.320 13 13 BEDROOM No. 3 PELLA 2957-2 DOUBLE HUNG WINDOW 4'-10" X 4'-9" (VIF) - RE-USE EXISTING (VERIFY SIZE) SHGC: 0.22 Window 2: Wood Frame 167 0.290 0.320 48 53 SHGC: 0.32 ATTIC: Floor: All-Wood Joist/Truss 905 30.0 0.0 0.033 0.047 30 43 U FALSE DORMER: PELLA 2547-3 CASEMENT WINDOW 6'-3" X T-11" STANDARD - 'L� rn N GENERAL CONTRACTOR TO VERIFY ALL UNIT SIZES PRIOR TO ORDERING AND INSTALLING. EXISTING WINDOWS TO BE RE-USED TO BE VERIFIED WITH SIZE WITH WINDOWS ADJACENT TO THEM. VERIFY CONDITION OF EXISTING UNITS TO BE MOVED. ALL NEW UNITS TO BE BID AS PELLA ARCHITECT SERIES (ALUMINUM CLAD EXTERIOR) DOUBLE PANE ADVANCE LOW-E (INSULATED WITH ARGON) ^ WITH SCREENS, PREFINISHED INTERIOR AND STANDARD HARDWARE. OWNER TO REVIEW AND APPROVE OPTIONS PRIOR TO ORDERING. Project Title: Stambules / Hindmarsh Residence Report date: 06/1 U Data filename: of 2 Page 1 of 2 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 In M REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. d- rA Name -Title Signature Date '--I �2' CA I I O O O O2" O O O O 2" ® ® ® ® ® c 2.. E O t\ NOTES: x v O ® ® = 1. ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 _ p O® ® ® ®® ® ® O X o II 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON FASTENER TYPE: SPACING: 4 THRU VENT D-SCREW ra (V L010) BASED ONCHOR WITH 16"OC 92 tin.EMBEDMENT LENGTH 3, WATER SUPPLY PIPINCa SHALL BE COPPER (ASTM 8-42) ® p ® ® ®® ® ® .540 � M Ln No.10 WOOD-SCREWS O O ly n 2„ u n BASED ANCHOR WITH 16"OC ty l� 4, ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 (IRC) tin.EMBEDMENT LENGTH U m �= 1/4in.dia.LAGSCREW C'4 C BASED ANCHOR WITH 16"OC1 tin.EMBEDMENT LENGTH 0 W �/ ®® 9 Cc ly 211 SH R. L V. LAV. 0 0 I�1'I APA PLYWOOD ,c, 1/2"APA RATED SHEATHING SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16'O.S.B.) ® ® ®® Cc O 1/2"APA RATED SHEATHING 2ND FLOOR 2" 2" GRADE PLYWOOD ® Q U 2 4„ (ALTERNATIVIVE:7/16"O.S.BJ r.y ® ® ®® ® ® O QB ® U7 2'Y, FASTENER TYPE: SPACING: 2X4 DF#2 ly ly" 2" ly" IX 11 No.8BASEANCHOR WOOD-SCREW WITH 10"OC O STUDS N I/ I I'V 211 Iy 1, ly 1 v WINDOW SILL 21n.EMBEDMENT LENGTH SINK TYPICAL WINDOW OPENING No.10 WOOD-SCREWS :F cc ®® ly, 8ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER tin.1n.E EMBEDMENT LENGTH V' THAN 4 FEET 1/4in.dia.LAGSCREW U w.c. r -� 0.�. HUJR. 1 I'I.0 1 BASED ANCHOR WITH 16"OC Q I� UJ tin.EMBEDMENT LENGTH U �4 U) i F.A,1• TYPICAL DOOR OPENING FASTENER TYPE: SPACING: CJT F�OOR PANEL SPAN GREATER THAN 4 FEET 2MULTIPLE PLYWOOD ASSEMBLIES-2X4 DF#2 STUDS CONNECTED 211 2 411 2 J AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS tin.EMBEDMENT LENGTH �- HOUSE TRAP AND NUTS O 2S O.C. BASED ANCHOR WITH 8 cc TO SEPTIC SYSTEM No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC 411 X.H.c.l, DRAIN LINE PANEL SPAN GREATER THAN 6 FEET 2in.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW ? BASED ANCHOR WITH 16"'OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - ==w �� = ` ' ,�.;� v ,�. • = DRAWN:JM/MS PLUMBING SCHEMATIC AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING . scALE:AsrroTED - +N:;%r.,s DATE:7/12/2022 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" � _fi a .„ ::;,- ,, •> >+`. �'' SCALE: NOT TO SCALE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO i�' 'r` 'is ;. SHEET NUMBER: kyc' " 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 �.' e! +'•fy I ' 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. '`' n ` A- 11 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �' n Jam.,}���i�M t rt/'�.; ^'�C'• orf ��.d . r t , REVISIONS: 3/2/22 1 Misc Rev i O WIG BEYOND WIG BEYOND SLIDING GLASS DOORS T BALCONY t ROOF GARDEN O O BEYOND NvJIL uu Uu w sINTERIOR ELEVATION 'C' � MASTER BEDROOM INTERIOR ELEVATION �D� a MASTER BEDROOM a cale: 1/2" = 1'-0" D Scale: 1/2" = 1'-0" LINE OF TRAY CEILING 0 1� Q L/1 .l DOOR TO a HALLWAY BEYOND O i i ,. QJ 1 o e CINTERIOR ELEVATION 'E' MASTER BEDROOM � INTERIOR ELEVATION 'F' a MA6TER BEDROOM - Scale: 1/2 = 1-0Scale: 1/2 - 1-00 � U ct 0 m N G C' C° wu Lo o d U �n U all 00 � vv 0 WALL SEPARATING TOILET t SHOWER SKYLIGHT SKYLIGHT � ul) W PARTITION U SEPARATINGGLASS PARTITION TOILET AREA w AND SHOWER / � N j GLASS PARTITION LINE OF BETWEEN SHOWER STONE LEDCxE POCKET / d LAUNDRY AREA DOOR BEYOND STONE COUNTER SHAMPOO 11 SHOWER SHELVES b a J 4 O w m m m Lu X(Men f' �� �=J b .jiG'' dy' �a•y^`'SYR. " i);r ' f',.'9A;.r DRAWN'.JM MS SCALE:AS NOTED .ext �d•.....:»Y..:��.,,��.. , ., DATE:7/12/2022 TERIOR ELEVATION C� 'm MASTER BATHROOM INTERIOR ELEVATION I a MABTER 5ATHROOM � INTERIOR ELEVATION J � MASTER eATHROOM H INTERIOR ELEVATION 'H' � MASTER 5ATHROOM @--slZe: 1/2" = 1'-0" � cale:S1/2" = 1'-O" Scale: 1/2" 1'-O" Scale. 1/2 1-0F 4' .; , .. t,� SHEET NUMBER: REVISIONS: 3/2/22 Mise Rev 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 ° RAFTER WALL STUD ENDWALL CRIPPLE STUD o ° BOTTOM PLATE o RIDGE LEDGER B ATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 'Z CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. O 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) 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 RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC w WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Z CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING Q FOUNDATION TOP PLATE BLOCKING �--� ' - - - - FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING STAPPINO TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Q AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA Q =LOOR 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 Q 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD 4� ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. A FLASHING TO FORM CHANNEL O INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO a ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS P4 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTERI SOFFITED EAVE DETAIL a ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL d pp ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME U EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT V] WOOD JOIST Q) TOP PLATE GIRDER/HEADER SIDE WALL FLASHING � 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST 4-4U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS V INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 "1-1 4"x36 18 a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATIONct / 9 PRE-MANUFACTURED �- KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE � CONFORM TO SLOPE / 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD CC3 DBL. SILL PLATE TERMITE SHIELD I SUBFLOOR SILL GASKET WOOD JOISTS ' NEOPRENE ; TYP. CONC. FOUNDATION CONC. SLAB GASKET � ' 2x6 /2x8 CONTINUOUS WOOD PLATE o DAMPPROOF EXTERIOR A 6 MIL. POLY V� ` I BOLTED TO STEEL BEAM WITH `, v GRANULAR FILL 4 rl 0 EMIL POLY ON EXTERIOR V �,p '7 �� 1/2 " DIA. BOLTS ® 48" o.c. STAG. m co v o • ' °� u ° V � STEEL COLUMN so. t> ° n ROOF JACK _ r, �\ STEEL BEAM - �� � CONC. SLAB 'p e I ` O -' ¢' u a a A �, � ANCHOR BOLT EMBEDMENT: � I �. p � ° p POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL W. v COMPACT FILL V l i BLOCK WALL: 15" TOP AND BOTTOM PLATE v � \ ,p ROOFING LAPS � o � V ° FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o d . / 5 o o �,^ p CONC. FTG. p Q'p G v' SIDES AND TOP ° ^ ^ 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT m 1 .o h o.j (USP LBPS58 OR BP583) MU REINFORCING BAR I 3" STEEL COLUMN a, m FOUNDATION 5/8" DIA. ANCHOR BOLT I' DRAIN TILE p ANCHOR BOLT CONNECTION ( 10 KIPS ) N SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM W CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCEm� SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL H � I r SUB FLOOR U O CONC. SLAB I DOOR FRAME 6X6 10/10 GARAGE I O JOIST COMPACT FILL DOOR I I USE 2X8 STEEL BEAM FOR BLOCKOUT N 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE / 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 12" AIR S ACE < ► <� ° ° 7"1 2�- , •D (WITH A NAILING PLATE IF NEEDED a' AT END AND " p ° o ° :< . °° , ° TO BE APROX. 1/2" OR HIGHER THAN U ES OF WOOD �`p D o STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° =--n-------a----- �. BEAMS _ - _ I_ I a a < • '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q Q _ 6X6 W.W.M. • e - - - - �e - �, c _��I d -1 12 ° ,'D ° D n /I'i ° NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - p p , 4 a _� SUBFLOOR MIN. ��,n ` n p � ' NOTCH EQUALS 1/4 DEPTH OF BEAM • n REINFORCING BAR . D REINFORCING BAR a ° / L_ °.D O°,°'� �D I� _ JOIST DRAIN TILE SHEET METAL / 30# FELT UNDER BEAM AT POINT �I� 4 . a �, � �° �° m (� STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK llr_i�i-iTi_iii_iTI Ti- ir c 3" PLATE (BOLTED TO BEAM) • ° SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH 2 4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ''^ "'`^ '•" DRAWN:JM MS BEAM POCKET SCALE:AS NOTED ,s DATE:7/12/2022 SHEET NUMBER: l.r;'-�� .•'n v,1.g,;y.P'"std-,, �.`�R" n - 13 REVISIONS: 3/2/22 Mise Rev WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: C') ENERAL 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 Q-n, SPACING NOTES in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: RAFTER TO 8'WALL: 3-8d COMMON EACH 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 V180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: INTERIOR (LIGHT FRAME)WOOD WALLS to meets current federal, state, county and 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 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS (8"THICK) go CEILINGS (PLASTER,stucco) L/360 FIRE ESCAPES 40 CEILINGS GYPSUM should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS (6"THICK) 85 (GYPSUM) L/24o P accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS tp ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000Ibs EXTERIOR WALLS (PLASTER,STUCCO) H/360 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 SLEEPING ROOMS 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMIN : LINTELS (SUPPORTING MASONY WALLS) U600 0 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 AI 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. spacingis to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) P2 - 16d COMMON w 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 a 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: STUD TO 24" FACE Q Type l exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. TYP p STUD O.C. NAIL Sym.: Z attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. Q HEADER TO 16" O.C. FACE FIRE PROTECTION 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 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. Z 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 PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 8). Wind load requirements shall be taken into account during construction. ENERGY CALCULATIONS � 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMOII PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q length adjustment factors in table 3.16. END JOIST OR BLOCKINGFOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to I I GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 _ gd COMMON PER TOE 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: 0 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE p.., 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 tableTO JOIST END NAIL SHEATHING LOCATION 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 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 1N THE PANEL FIELD 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. . 8d 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 BOTH FIELDS to be minirnum 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 LA 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) p Y SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximurn lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge U 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 18d 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 oneattached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL N 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � U 2 Girders for deck BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ;-4 8). Drainage as required by current N.Y.S. Residential Construction Code. ). joists to be bolted to each post with washers and nuts. 42 - 16d COMMON ^ SILL OR TOP PLATE FOOT SEE NOTE: 1 � Girders on concrete piers shall be anchored with proper steel connectors anchored +' U FRAMIFF S H EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. NG NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 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 c� 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 S H EATH I N G: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) EDGE where needed. 4 EDGE ZONE 8d COMMON @ 6 O. 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 5d COOLERS 7 O.C. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all6). Concrete p WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 iers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H EATH I N G: o openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES N E openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL m s~ o to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking;where applicable. QTY SPACING X 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. Cj x o t anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE w 6). Double u floor joists under walls that run parallel to the floor joist and under bathtubs. l). 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 p ) p 1 pp y' g g P G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7 O.C. EDGE m on tans. WALLBOARD 10 O.0 . FIELD � E v p 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. U) u M 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y P Y g Y P Pp FLOOR SHEATHING: N v other access openings unless otherwise noted (typical). o 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL w 8). Dormers running u roof rafters are to be supported b double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. g p pp y 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) MIN.44"SILL SQL AFF 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED � under all bearingwalls. NOTES' w 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. O needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. [� 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor P� levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment Supplier. feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed 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 g ) q g using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 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 SOIL COMPACTION: N 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 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. Q ELECTRICAL NOTESshear 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 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. U such as shear plates, shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE M 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )' 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 � g TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2 sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 14 1 torch down hype material over. and R315 of IRC. '° 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP DRAWN:JM/MS AND BASES.USE WITH FLASHING CAPS TO SCALE:AS NOTED COVER TOP ✓ DATE:7/12/2022 SHEET NUMBER: A- 14 REVISIONS: 3/2/22 1 Misc Rev ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT DECORA SWITCH CHANDELIER ° 3-WAY DECORA SWITCH 13 CEILING MOUNT PENDANT 4-WAY DECORA SWITCH $4 UNDER CABINET LIGHTING LIC SINGLE POLE DIMMER SWITCH tDM CEILING MOUNT FLOURESCENT LIGHT 3-WAY DIMMER SWITCH $3D CEILING MOUNT EXHAUST FAN HINGE SWITCH HS GARAGE OPENER CEILING FAN SWITCH 120v OUTLET u GARAGE DOOR DECORA OPENER r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 120v FLOOR SMOKE DETECTOR O$ I I OUTLET 120v GFCI CARBON MONIXIDE an DECORA OUTLET DETECTOR 120v GFCI EXT. COMBINATION SMOKE/CO DETECTOR (20 I I OUTLET w/WP BOX &P Q� WIRED �) I WALL MOUNT DOOR BELL 1 FLI LIGHT FIXTURE w IWIRED A CEILING MOUNT THERMOSTAT I I LIGHT FIXTURE F--I I i 3"p RECESSED CEILINGWIRED CABLE TV� Tv I LIGHT FIXTURE CONNECTION - — — — — — — — — — — J L — — — — — — — — — — , CEILING MOUNT WIRED TELEPHONE -- -- I TRACK LIGHTING CONNECTION Q WIRED LAN ETHERNET e , EXTERIOR MOUNT y Q SECURITY LIGHTING g� CONNECTION CEILING MOUNT �--1 PULL CHAIN CEILING SPEAKER SP Q PORCELAIN LIGHT LIGHT �] " - ( FIXTURE 0 i 2 1/2" MIN. MIRROR\O O I i o, a . p a o. a . p a o• . p a—r— a p, a o e p, a o o SWITCH , RECEPTACLE,6 F r„� D GFCI RECEPTACLE a a . 11 II RECEPTACLE \ GFCI I II MAX.4'-0":3'-8" RECEPTACLE — e I I I I IF COUNTER r I W � O LESS THAN 20"" C? D•' I I o DEEP;3'-6"FORL ACCESSIBLE —� / Zw r - - - •0 4 LAVATORY o ¢ N v I I I D \ m-0 L L 18"ACCESSIBLE BATHROOM BASEMENT, LAUNDRY, , • V] I I UTILITY ROOM a I LL_ _ _ - — - .L F-t� 4- \ El d NOTE �-+ II I --- I:t .. I ___�_ _I--------------- **ELECTRICAL PLANS ARE BIDDING ONLY. 4- --------------- IL U I L — — — _ I , I / a / GENERAL CONTRACTOR AND ELECTRICIAN TO REVIEW PLANS AND L — — — — — — 0 1 O , o PROVIDE WALK THRU WITH OWNER PRIOR TO INSTALLING ELECTRICAL. REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER '^� • I ___ __ ___;___ __;__ _ __ i_ i _________i____ _ +__ _ PRIOR BIDDING INSTALLATION, EECCRICIIANANDGENRALCONTRACTORTOSCHEDULE WTHOWNER ---------- -------- __ ___ _ _______-C- _____ _________ ___ --__----- -� AWALKTHR UGH FOR FIXTURE TYPES,STYLES, AND SWITCH \ _ LOCATIONS,etc. rA ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF .--a CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE rj ' SURGE PROTECTION.ALL CIRCUIT BREAKERS, INCLUDING EXISTING,TO BE ' LABELED FOR LOCATION. 100 \ ® ' PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION ct \ I ,° SENSORS,KEY PAD TO ARM AND DISARM,etc. a I 0 , r ��Ifff"'GGG Mj ------i \ 1 X m =i cu " 2 u p. u ` s y c I NEW ELEC.PANELS p C p e e p TO BE UPGRADED ° v m TO 200amp •o ^ U D vein a . p .4 p • N N v ow3 I I � I i I I - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � rT7 O l � PROPOSED FOUNDATION PLAN - ELECTRICAL SCALE: 1/4" = 1'-0" x U � 4 y` Cti DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: REVISIONS: 3/2/22 Misc Rev ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT ° DECORA SWITCH CHANDELIER 3-WAY DECORA SWITCH CEILING MOUNT�3 0 PENDANT 4-WAY DECORA SWITCH $4 UNDER CABINET LIGHTING uc SINGLE POLE CEILING MOUNT DIMMER SWITCH LMCEILING LIGHT -------------------------------------------- 3-WAY DIMMER SWITCH $3D CEILING MOUNT EXHAUST FAN ------------- HINGE SWITCH HS ------------------------------------------- GARAGE OPENER CEILING FAN SWITCH ------------------------------------------- 120v OUTLET GARAGE DOOR DECORA OPENER ------------------------------------------- 120v FLOOR SMOKE DETECTOR O ------------------------------------------- OUTLET 120v GFCICARBON MONIXIDE DECORA OUTLET 0131, DETECTOR 120v GFCI EXT. COMBINATION SMOKE OUTLET w/WP BOX SMOKE/CO DETECTOR Co75D WALL MOUNT WIRED LIGHT FIXTURE DOOR BELL w CEILING MOUNT WIRED THERMOSTAT B Ft LIGHT FIXTURE 3"o RECESSED CEILING WIRED CABLE TV Tv Q LIGHT FIXTURE CONNECTION CEILING MOUNT WIRED TELEPHONE 4 TRACK LIGHTING n CONNECTION EXTERIOR MOUNT WIRED LAN ETHERNET = O SECURITY LIGHTING gQ CONNECTION PULL CHAIN CEILING CEILING MOUNT SP I_I PORCELAIN LIGHT SPEAKER �^ F--1 ------------------- F--� LIGHT ------------------- MIN. FIXTURE ` MIN. \ - a MIRROR\Q O SWITCH GFCI ' GFCI RECEPTACLExi I a / - RECEPTACLE \ GFCI MAX.4'0";3'8" RECEPTACLE ® d • IF COUNTER IS O Ino O LESS THAN 20" C? DEEP;3'-6"FOR 0 �� x ^ -v ACCESSIBLE . Z w LAVATORY o z / - - - - v :obQ U NEW LIGHTS TO BE CONNECTED 18"ACCESSIBLE BATHROOM BASEMENT, \ \ , WITH EXISTING(VERIFY w/OWNER) T� ' ( RECEPTACLE LAUNDRY, It/7777 I/ ' ` - V UTILITY O rrell ` � 1 i / - - - - I ' NOTE oj � Z ELECTRICAL PLANS ARE BIDDING ONLY. ---JI/ **GENERAL CONTRACTOR AND ELECTRICIAN TO REVIEW PLANS AND V ' I PROVIDE WALK THRU WITH OWNER PRIOR TO INSTALLING ELECTRICAL. D REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER R ( l a PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. Yr' ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER I / ` A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH ® i 1 I LOCATIONS,etc. ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF r- 1\ ' CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE R ' I I O SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE LABELED FOR LOCATION. PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION C� D , SENSORS,KEY PAD TO ARM AND DISARM,etc. 1 nn 'IC , nn ------------ nn i / \nn I i nn O x p lai' I a 0 v � ' I I O � r+ v N o W L=i 0 0 ---Ir-- 0 0 1 0- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - O d ------------------------------ x ------------------------------ U u m PROPOSED 1ST. FLOOR PLAN - ELECTRICAL SCALE: 1/4" = V-0" ��a i .,• PCre*� � DRAWN:JM NIS 40 4r;, w +� '•!' SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: IN 4 � - ,.y.. . E -2 REVISIONS: 3/2/22 Mise Rev ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE ¢ CEILING MOUNT ° DECORA SWITCH CHANDELIER ° 3-WAY CEILING MOUNT DECORA SWITCH �3 Do PENDANT 4-WAY DECORA SWITCH �4 UNDER CABINET LIGHTING SINGLE POLE CEILING MOUNT DIMMER SWITCH Lm FLOURESCENT LIGHT 3-WAY DIMMER SWITCH t3l) CEILING MOUNT EXHAUST FAN HINGE SWITCH HS GARAGE OPENER CEILING FAN SWITCH 120v OUTLET ,E� GARAGE DOOR DECORA OPENER 120v FLOOR SMOKE DETECTOR O$ OUTLET 120v GFCI CARBON MONIX',IDE DECORA OUTLET 013-1 DETECTOR COMBINATION 120v GFCI EXT. ,I} SMOKE/CO DETECTOR OUTLET w/WP BOX lip WALL MOUNT WIRED 1 LIGHT FIXTURE DOOR BELL W CEILING MOUNT WIRED To THERMOSTAT LIGHT FIXTURE 3"o RECESSED CEILING WIRED CABLE TV Tv LIGHT FIXTURE CONNECTION CEILING MOUNT WIRED TELEPHONE Q TRACK LIGHTING CONNECTION EXTERIOR MOUNT WIRED LAN ETHERNET 7 SECURITY LIGHTING -9� CONNECTION PULL CHAIN CEILING CEILING MOUNT Q PORCELAIN LIGHT "'TTT���CCC SPEAKER w LIGHT 21/2 FIXTURE � O **OUTLETS TO BE INSTALLED **OUTLETS&USB PORTS TO MIN. UNDER DESK BE INSTALLED ABOVE DESK MIRROR\O 0 r - - - - - - - - - - - - - - - - - - - � "1 GFCI I I USB SWITCH GFCI RECEPTACLE a _____ RECEPTACLE \ •---------------- -------- GFCI IF COUNTER I8 RECEPTACLE ♦ / I I O LESS THAN 20" uss ' o DEEP;T-6"FOR I I ACCESSIBLE - "- a N z Lu LAVATORY a I ----------------- ----------------- ----------------- ----------- i x � � ---------------- ----- I \ I a 18"ACCESSIBLE N - - = - =- - = - - = - = - - - p p BATHROOM BASEMENT, 7� RECEPTACLE UTILITY ROOM ♦ R I �' � - - - - - � - J NOTE R * ELECTRICAL PLANS ARE BIDDING ONLY. .� I I - ` - — _ — - - - ' \ I ITT GENERAL CONTRACTOR AND ELECTRICIAN TO REVIEW PLANS AND V - I % PROVIDE WALK THRU WITH OWNER PRIOR TO INSTALLING ELECTRICAL. 0-1T NRR TV/CABLE ON \ I / 1_ \ °� b' O a ♦\♦ I �' / SOUTH WALL REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER •� AS SHOWN PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. ((j R :Qa ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH Lr) � LOCATIONS,etc. e P I ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF I °L / C90CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE - r - - r - - LABELED FOR LOCATION. PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION ct SENSORS,KEY PAD TO ARM AND DISARM,etc. — — — — — — — — — — — — — — — — — -` I I I I R L — — — J L — — — J KING m N � M O Ou u U CL1 ch cri O U R w -.0 m z u CU0 00 + \ N- bA v pp, „u d U3 ON N v .f•0 W P-4 Eml W uu PROPOSED 2ND. FLOOR PLAN - ELECTRICAL o SCALE: 1/4" = V-0" W N H H � 71 U � jC "*�"•. r .{r. '" t DRAWN:JM/MS SCALE:AS NOTED k DATE:7/12/2022 SHEET NUMBER: .iJ�S.S 0.. iia'-.f♦:, IP r ~ REVISIONS: SCT # 1000-107-2-3.9 LO DES RtPTION: AREA OV. PROPERTY: 40001.0 SF 0.918 ac g ESTIMATED DISTURBANCE: 10000 SF EXISTING HOUSE: 1644.9 SF 4.1% A hI E `�''' EXISTING WEST PORCH: 228.0 SF 0.6% � � � i EXISTING SOUTH DECK: 769.6 SF 1.9% EXISTING SHED: 82.4 SF 0.2% PROPOSED ADDITIONS 973.0 SF 2.4°/D O TOTAL: 3697.9 SF 9.2% METES&L BOUNDS BY: YOUNG&YOUNG SURVEYORS ^^^� S 14° 2 3' 20" E 195.04 SURVEY DATE: 3/16n989 W O � o -P O o --� E--1 O Q 2 CID A NEW ROOF AREA 1935.1 SO.FT AT 23.2 SILT FENCE _ _ _ _ _ _ _SILT FENCE PROVIDE WATER RUNOFF: X4-D: PDRYU.YD. PROVIDE(2)8'DIA X 1'DEEP DRY WELLS DRYWELLS CAPACITY:338 CU.FT. O PROPANE GAS FIRE PIT TO BE INSTALLED.GC 1 TO INSTALL SUPPLY LINE AND SHUT OFF CONNECTION 1 I LOCATION TO BE VERIFIED IN FIELD WITH OWNERS � OGEE GUTTER-STANDARD S" 1 1 NOTES: I I 1).EXECUTION: w ku P�y A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. _ 2).PREPARATION: 1 1 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR I I ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS, O C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 0 METALS WITH PROTECTIVE BACKING PAINT. O b 1 3.INSTALLATION: t � p A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2'FOR EVERY 18'OF RUN. ' ` I 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 1 PATIO ON GRADE EX.DECK �'0 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES, T B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP 30INT T/1 I . CONNECTORS. I DW; 10.3'XB.O' p ...,,., b b / - IDW 3).CONNCT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONN \ EX.SHED "' b STOOP DRY WELLS TO BE 10'MIN. I).PROTECTION EcrtDn WATERTIGHT. C)1 W l j• _ "'r' 14.0� 1 AL PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. �, ( � j AWAY FROM HOUSE / _ \ / — ` B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL C)ILL, I COMPLETION. r , 1 / C LL 1 TOP SOIL 1 1 TOP SOIL i Z 1 Z LOCATION b b LOCATION Lu I F "EX.2"STY.HOUSE .od „,.. I, O.S. STAIR la 53.1 117.31 � 3 .3' 54.5' b EX.PORCH b 1 �0 I CONCRETE 1� \i 1� \1 CONCRETE I WASHOUT WASHOUT 1 I ray' ASHPHALT DRIVEWAY I r M W 1 ' I 1 • o O _ - SILT FENCE - J o r= Q m = u ko M CA vo U n p — Xou NSTRUCTI N C NSTRUCTI N z O � ` ENTRANCE NTRANCE ZO N 13° 19' 00" W 195.0' -0 r (p GRETON COURT LU � 0 SITE PLAN ENE< SCALE: 1 - 20-0 DRAWN: MH/MS SCALE: JOB#: 1/3/2024 SHEET NUMBER: nINIgHlowlEmu S-1 REVISIONS: NEW I EXISTING NEW Al BI CI I i _. - -.. , 74"-_.j-1-,­_K,­_,,�-�L­;L�--r!.�-,IF-,_,.�-_��:..4_-_,,_:,L I...--,�­-,�.!-�;l,._II.'"­_.j j_--I,',�­,,,-,L�­�_L-�!�"1_'­__A,I-r.�-,,'*�a.,4�",,._,,,'I.,��,-",,­oI_�x;',I'�1,.-�.,­".-;1­,__."-._I���r4�,_�I.",,1-,_.,�--I.�:�'__­-`�­.'�,�1-­1-�.-_'4."-­1,.�_1'­­-,,,�----a_--.­,-.I1I"�­_�,-___'7 zI,-­�;''­,-_I­_,�--�1-�___,-­,_I,.,_����_-_-',I,,I_�-,.-.�L I_',_,r�-�..'�-,.".-_-,,_,_i",'�,.�7--.'';,-�--�7.�.­"�-,�-I_�1.�_I�,�'1-�.7I:,l�74J,.1"4.1'I41,�.�l�,lj L4�-i,:,�7'.I_-�rI1�IIIII",�_L,:1�,�_��Ii,"�I-­";',TIa!-,.I-­-�_l­,'1­f_--��---,,.',_-_---�-_,,I �.'��,­77-_.7_1­��,�!:-..1",...7I.'�'l���0-I__'_",-P�-I-,-­l,'�,_L._-_.I�_:.-,lt,_,_-"­,j�-L,,-­I"�-I--,,,.----�,,,,,I::"�,_..�1!_.:t,._1�-"-,:��­­"�"��,.,,1.�,t,-,-�.:._,"�TT-",�T..',,,,,�',%-,�mV1,,�.',";-,1_�,�,�'�4,,t1:��:,"­�-,�_�.,,""�_J",�,-.,�A*,,�,;,,-,�m,,.��_,_'��­,,_'�,rjt_"�I_,'I,,-­­'-,","F'1,,,,,�,­,__,,-,--­-,�-.7,-,-"_­:.,_.-_,,:�!:_..�_�4,-�:",,,,.7-,t­,�,,-,�-".,7_"I­­­,�..1�-'_��,­��­�4�.j--�1!-�­,,�7-':�"*1<��,,,:1-,f��,I!,,7,-,,­7,a,"i,�,,.��:,,­�.­��­�I;V�,,�!�7 r,--,.-�"­�-L,"4,"�,"I:_,--I�_-=,'",�-,_.,;:�'­_:"7t,t"­,�__�_,',r,,'-.�1"a-=-,-_�1�'­."1",r,-,t�.'-_-­��,"-,:,,4",�',�_I,�,,'�,­�'_:��=-;..­_��"-"�,..,lI',:I,--,,r-­.,�A:,l:1��,,i.,`,�­�-,,"7�"-.1,,1,,",­�-:_C,_,,L,�._,,",-',j,�,.1'��-:,,i-1,,7,,1 4--'­,,F,­j_�,-,�"��-.-_,",!�`,,7,.",-���r,.-�_'_,,,__-:--�...,:'r1",�:�,,"j�,-7.,-_"_,�=,­,�I�,-._�r­�­�,-�;�,-,�.,�,'1I ,-Ll�,!7�,�,:-.:;'���..:,,�-�,,_,�;,!l,�',l,"�,��!..��'"-�_t��II"l,;.­_-,,--I�,_,""4 I,"-��,'",­,:�'-i�­�-,"t1�­-1.,-�_,':;,-;.�-,=1',�,II-�,7���,�.,"-".�-L-�,,,,��L-,-I�.:.,-,1�1.I',-F.,,,7­-,.,�,'M.-;,i:-,-..J..,1�_­..�-��",.,. -.,=,R­_��`jL.�r_�I,,4:"=,_'-�--��-II-­"�,".,':---I,:"�"­,­',,,,.I!7:1,,.4,-_,,I�i,!_L��1'l�"Ir�,;-_",,,,.,t­,_"7,,.- _I"pI'-,-.,,,­�":-�aZ�,7I­�_�,',---,�,,-.:�I­,L_�,,;--",.i­,1­-t-L,:�7�I-,!o,�-:"1."��,--_-­.�,.1�_"��'�I L,I,,,�1,'?;'I�,,'�-I,,"�7.-,4,'i7�i;�!IIi��'I�I�I,,��E�,I,,,��1���,7,�d,:''z,,�e I_�,-�-,�7�T!:,�-.rI,�,,,_-,,_-!,,,lIl,"­��­,:,4�,---�,�,��",,�,,-."_�-��"--�;,�,,­.a_',T 7"_I,1,,,�-,��,�,�,-..1,_-�:I__,�"1,'�--_,I,,!�,I�-._­.�-1�,,�.."�"_:,",�­,�,1-,'I:� ,,.,,�-_q-_.._,��_-I__--_4",��-r.�-4! 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Y PROPOSED NORTH ELEVATION 't Ft SCALE: 1/4" = 1'-0" � J'-, �" a� 11 �.' .� 1 = ,,yy'.wi`'a��",2 •= DRAWN MH/MS 1w; SCALE: '' " ' Ae , JOB#: „1 , f'r., `,»A-'� d`� ^`''. <^'~' 12/11/2023 -'---- .-,:-- 'II­�- ,,4'��",-�'',.�.'.,"�I���.', : x?1• V "" ':!", ° SHEET NUMBER: A-2 L-MLKDelEH i REVISIONS: I/ I t I O I I H I I I 35'-4" I 38'-011 14'-0" W / EX(ST NG� / PROPOSED ADDITION 17'-4" (NEW WALL) EXISTING FOUNDATIONlo I I I I ol 4'-21/2" 3'-011 10'-91/2" I I r i r -j C J7 , C O J Q t� � , 1 � � Q v - , 7'-011 71-01' 20, Q� - OU,Dt;,,���OR ., 212X AC �_ S VWER p 2"dia.PIER 2X8 ACTBELOW Q i RADE(TYP) @16 OC ' ------------------3523--)- �b;'d --------------- r �, , „ .w.. .- . _, ,- . -mm.-� -I'- - .-.- - -.. ------- _.. n . _m -_,.., ,, .. .,-__ v_ a,"• v,. I e. �,.• p.�.__.� o•. d.• p a,._.�... o• e t ..:, �_ . .•Q ....p. -d": '6 - -pa- p ^. t , r------------------------------ ---'-`--------- L f. A I I d I @ I TIE INTO- Isa I e4 II o <.; " a F —------------------------------------i FOUNDATION (2)#5 REBAR I a I#5 REBAR ; ; ' 5 I I #5 REBAR I I @12"OC ' LOCATION OF MECHANICALS @12"OC .b I (TYP) FRAME WALL OVER ; ; i AND AC UNITS TO BE VERIFIED W (TYP) p- I U I WITH OWNER IN FIELD PRIOR O FORMER GARAGE ' ' � � e � 16"X12"FOOTING�� i SLAB EXCEPT 1 I V TO INSTALLATION. CLOSE OFF h� UNDER BEARING WHERE NOTED w ,' ' EXISTING I 0 z w „:1'",' - ," _ ' 1 _r- " EXISTING 2X12 FJ na,16"OC ; M WALL(2)#5 REBAR) I 1 I ,� :� �O D OPENING I_ '• I I P I1 i d W I r - ' ' ° _ L�j• REMOVE EXISTING OIL FURNACE REPLACE WITH NEW PROPANE d. O ° � N DIRECT VENT TO BE INSTALLED TO EXTERIOR � E � � � ¢ -' - `- — — — — — — — '1;— — t r e " ( FURNACE,SIZED PER INSTALLER " I '- X LOCATION WITH NECESSARY CLEARANCES TO BE a 'w*.,. .; N a VERIFIED PER MANUFACTURE AND CODE ; W HSS4X3X1/4TU13EST& r _ _ _ _ _ � _ _ _ _ _ = � a, � X COLUMN OVER i �- REQUIREMENTS(VIF) " I Lu ° F-�� O Z 3'-6"X T-6"X 1'-0"FT41 — — — — 16"X12"FOOTING `s N -- -- -- --I 00 ► REINFORCED w/ UNDER BEARING ,------ ; a ru (3)#5 REBAR EACH WAY ( ) ) i , i -, ( )`""q"'� ""a`"-`-w'w' "-"-"n"w' " _M ~j - m T -a 'F y N H .a (3)-11-1/4 ML w/(2)3/4"STEEL FLUSH BEAM _6 i () ' ' WALL 2 #5 REBAR d POST ABOVE _cI � p O I ", I,r__' hF��1 O (POST ABOVE) (POST ABOVE ,P � 0 1 1n a x t LALLY COLUMN 4 diS �/2X3-1/2 COLUMN t� " . , w/2'X2'XI'FTG (POST ABOVE) 1 I -s. I -" I ILALLYT MN O = — — — --- I -_' ______.I _ =__'_____L_ __L__w12XEDECG- _ -- - POST AB , -- ---' --------------- - -------- --- O p 30"X30'X12 FTG -------- ( �j-- ------------ 3 #5REBARew �2 ------------------ _ _ __ O 0 I -- ---------------cc =sc--------_-_=----I=- ====cE= x=_ -x-c-_--------- p D - I e EX.(3)2X12 GIRDER ' ' ' EX.S3)2 12 GIRDER ' ' " , ' ' EX.(3)2X12 GIRDER M `W I 6 ® l^L 3 I (..' 1 'a° I. L I ` I M W N " `-----' •-----' •--�--' ----(2)'11-1/4-ML O X I FLUSH BE'M (POST ABOVE) , ' 0 F-y O " 4"CONC.SLAB,REINFORCED ��— a a w/6X6 10/10 WMM,PITCH TO LALLY COLUMN u • CL OVERHEAD DOORS MIN.1/8:12 FRAME WALL OVER -_ m ~--~ * re - w/2'X2'XI'FTG i o • ; : " " ' 2X12 F1 (@16"OC FORMER GARAGE " SLAB ; ��-: (POST ABO �p 2 1`I V 1 lu e - e O Q _'¢ (POST ABOVE) c- 0 _CL ° ' Z c e-- l . ... . r _ REMOVE EXISTING OPENING a= u � i I ENLARGE FOR MIN.3'WIDE O �V Fn "' ' u CLEARANCE S i t t N F i 1n tY1 'i E REMOVE " 4'-0"" m m 0 s X s u .^— �' EXISTING O � , I o ' Oi r- U N a '- OIL Q00 o� V v;l TANK in oXo �, ' M cc) E o z REMOVE EX.PC e = w - .; ,,, _ 0 I ` ; WALL AS REQ. ' 1 1 " . X ,I, •� — x U IN TALL FLOOR DRAIN, X C NNECT TO DRYWELL Q �— 11_ w -1 i d v a ` •4 p PICAL) Z U -V ------ lIl Q E d #5 REBAR #5 REBAR ------ 0 cA N c "a 12"PC WALL-w/24"X12"�FTCc,{3)-#5 REBAR- @12"OC @12"OC •_, .v t, .. . Op"•v ". v�4 w •v s �° ----- ----- --------------------- . P fi i % 0 ---------------------------------------------------------------------------------------- --- -- � ------------- ----3523------------------- (j ^ 0 I I I 1 1 1 I I I I 1 I I 1 I I cl 2'-71/2"" 91-411 "-2" 9'-411 8'-51/211 31-41" 1-1" t _ -_:_ . T-011 71-011 lid I UI 351-411 38'-01" 141-0" PROPOSED ADDITION EXISTING PROPOSED ADDITION N '4 H E PROPOSED FOUNDATION PLAN N S PROJECT NORTH SCALE: 1/4" = V-0" W . ;r N Ok DRAWN: MH/MS SCALE: JOB#: .� 12/11/2023 "•:�,w rr,�33� SHEET NUMBER: • 4'fi N� A- 3 i REVISIONS: STEEL FLITCH(S © ® 4' 4"1 16" , 16" , PLATE PER P 21/z]: O O O -------------------------------------- -"- 5"w X 5"w X 3/8"t STEEL ANGLE CLIP STEEL PLATE (EACH SIDE OF BEAM) p ® © 2,/z O O --------------- --------- --------------- ® 0 O 5/8"CARRIAGE BOLTS E S ® @16"OC(TYP.) ------ ----- ------ MICROLAM p PER PLA ------------------------------------------- 0 © 5/8"dia.CONNECTION BOLTS ----------------------------------------- ASTM A307 GRADE A(60,000ksi) WITH WASHERS AND NUTS y V ® @ 16"OC(STAGGERED) (TYP.) STRUCTURAL BEAM CONNECTION DETAIL w NTS a A � BLo Q -- — - - — PROPOSED PATIO EXISTING DECK & RAILINGS AS PER OWNER H ---------- 14'-0" lo 17141 31-8'/z" 6'-10" 7r-211 PROPOSED ADDI ION = ol 3'-10' WINDOW TO BEle cn E CENTERED ON 2323 RAILING (REUSE EXIST.) 2)2X10 HDR (2)2 0 HDR a "-e ,$ I ( 10 HD O 0 - B ; -T 8'-0" a I (2)9- 2 ML HDR 2,-9„ ` (2)11-1/4 ML HDR N Cq 0 : N " ' ... DORM1A1 B E_.. O t I w . .- _ . ,_ ,. •.�. .. .,__. . rr . _ .,a _ o� - - - --- s -�- - _-._. . - ., -. , __. _:,.� -. a ,-------_A . 4 . _ . -- -- - - - -.-- — .. -- OAR .- DORMER WALL ABOVE : -- ,4 _ y .. A ABOVE. 1 " 1 "v H F e 5-4 i =N 2'-9 21r " 1 ^3' 9'/err = . Co BATH �i t I ( V HALL 2'4° I' z ° x p IN AL HIN E OP s [ _ 6•" _ Lu DBL 11-1 4 ML 16"IOC TAPER TO 71 4" 1 4"PI CHT (M K deg SWI G b s EX.-KITCHEN - ..w _.. . ,., , v.., ro°- :,M_ -R- m ..y.. __ - R .-. _R -_N.rw_-m, X _... m w:' R m m ; READING NOOK ° H X Fo sAF ) 1Q # s --EX. DINING - N W y i " FLAT CEILING LL ry N 4 y _ M UP M a ;4 •. } S o g oo (FLOOR ABOVE) YF C k 3 el Y I d r + W ^ X' @ F @ 6 ' ' ' e ' X Qi ,L �1 w3'-0" ° - ,> C. A ".;, T -# s _ . : `n - a z ry LBW § n . .. r a R x N > ! O "'t N HSS 4X3X1/4 T BE STEEL j.,. _ ' - w48min FIRE ATED e = Z "' m `o u COLUMN VER , m DOOR Tb ODE 11'-3'/zn 3'_7" 2'-4r1 31 31�rrx _� FBI L 3'-6"X Y-6"X 1'-0"FTG V' - x REINFOR D wl ,'�" --_ - - _ HSS 4X3X1/4 1.8e PARALLAM 1 ON t- COLUMN,:­ O (3)#5 REBAR CH WAY (2 9-1/4 ML w/3/4"STEEL PLAT 1 ,_ ._„ _ m; ._ _..._.._.. __._.__._. _. _ TUBE STEEL O /2 ML HDR F"2 91 z D w 3).�-I/4 ML w/�)1/2_SiEEL PLATES_ _ [ALT.:W8X15 STEEL BEAM] 3-1/2X3-1/2 O_ [ALT.:W8X28 STEEL BEAM] i 1.8e PARALLAM 1_- r HSS 4X3X1/4 s HSS 4X3X1/4 (y a s 2 WAY DIRECT VENT GAS FP(SIZE UP TO 72"w Q TUBE STEEL y„„„„ _ _. TUBE STEEL 1 1 p p = 5"w X 5"w X 3/8"t r �' 2 Q 4 3.� STEEL ANGLE CLIP 9-2'/z f _ - C a].8ePAX LLAM COLUMN - 3 VERIFY o n O 4 r n COLUMN - , 1 M m 0 (EACH SIDE OF BEAM) UTILITY _ �3)9-1/4''ML (3)9-1/4 ML w/(2)1/2"STEEL PLATES ° . N O u H to € 4 !t A S 1` N d 4 fV z M {A•1 m I BUTLERS NTRY b 1 ; > `r\ �Z [ALT.:WSX STEEL BEAM] ;' 0 a O e a V t e s O I 5"w X 5"w X 3/8"t l.o c z V O o a = O 1 < `✓ STEEL ANGLE CLIP '�`w e O v= 6'-211 3'-0'/z" k = HALL (EACH SIDE OF BEAM)' � a uj o'° e V a : .a 'n p".. m. ` . _. I (SEE DETAIL) §I , X LL m ie J O v , ,, m_ M<.- . 3-1/2X3.1/2 r i PROPOSED GARAGE r 'e e _ : , o It I w ' O 1.8e PARALLAM O V 0 5/8"TYPE-X GYPSUM N �p e ; ry 1 : a ;D Z ;I 3 ry tl =� ` = ON WALLS AND CEILING „,, e < _ .._ _ ,, -_,e t7 E J 4 ; /X: O F- ly O ry a 4 z ; e p� M �O 3 J III I N F s LL W y �: N a;s�. ------------ ° a ; EX. BEDROOM EX. BATH z ;I ry - ry -------------------------Lu N �' -------'------ ------'---- N X K i No. 1 No. 1 z ,I =' o g a'.:M $ m rim- c u DBL 11-1 4 ML 16"OC TAPER TO 7 1 4" 1 4'PI GH ;§, ; 1 5'0" `N O uj Z N Ce Q) a' ry o ° LIVING ROOM IQ m .1 ' 0a .- _. Ce , EX AND 48min FIRE i i y pit�' a ; DOOf TO ODD MUDROOM d _...,_. .m. __.... - _ ,_ .-- F, 9 _ (2)2X10- 4 , z I" = O )- 1i R u`ai F , 00 , I 1+ ( ' " DORMER WALL ABOVE I =N DORMER WALL ABOVE _ " ' ds ' °` ' ' DORMER ALL ABOVE � `� 1° — ; — - - - _ - - - - - - - - - = - - = _ — DORMER WALL AB E — 1 t , O r . ! 1 I Ita o �t r U _ o "I ENTRY -' 2'-611 1 I 2r.6" '`I _.-_ . .-.-:.,m_.-. �. 21_ d W -- - - 1 I I — (3)11-114 ML w/(2)3/8"STEEL HDR I HSS 4X3X1/4 - N ;p m r (3)2X10 HDR I t, (ALT.:W8X21) TUBE STEEL p N M U s j (2)9-1 2 ML HDR 2)2X10 H ( 1/2 ML H R (2)11-1/4 ML HDR 0- .3'-0" XL COLUMN (2)9 1/2 ML HDR _ -... -H55 4X4X1/4 HSS 4X4X1/4=N I � 9'0" 2X6 WALL TUBE STEEL 9-0" TUBE STEEL 2929-2 REUSE EXIST.) Q) 3 AT GARAGE VERITY EXISTING BEDROOM WINDOW COLUMN COLUMN TO MEET CURRENT CODE FOR EGRESS a 7'-3'/2" 11'-6" 9'-811/16" 4'-013/16" 2'-9" 6'-1011 71-2" E EXISTING PORCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - — - — - — - — - — - is ul '4 ------------------------------ O EXISTING STAIRS 1.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD ------------------------------ OF EXISTING CONDITIONS WITH PROPOSED.CONTACT ARCHITECT _______ _ _ C WITH ANY ONSITE EXISTING CONDIITONS CONCERNS. ---------------- 'v A B 2.WALL HEIGHTS TO MATCH EXISTING. N 3.ALL STEEL COLUMNS TO CONTINUE TO FOUNDATION,FLUSH BEAMS, I1L 35'-411 38'-0" 14'-011 OR SOLID BLOCKING OVER A BEARING WALL OR POST. PROPOSED ADDITION EXISTING PROPOSED ADDITION 4.VERIFY EXISTING NEW HEADERS,BEAMS,JOISTS,etc.AND REPLACE _ OR SISTER WHERE REQUIRED AS NOTED ON PLANS N E 5.ALL BEDROOMS TO HAVE EGRESS OPENINGS TO CODE. Y 6.PROVIDE DEBRI-PROTECTION PANELS WITH HARDWARE FOR ALL PROPOSED 1ST. FLOOR PLAN N 5 PROJECT NORTH NEW OPENINGS. SCALE: 1/4" _ ��-0" W 6.ALL NEW OPENINGS AND EXISTING TO BE RELOCATED TO BE STRAPPED AS REQUIRED. 7.INSTALL SMOKE AND CO DETECTORS TO CODE.ALL DETECTORS TO BE CONNECTED(EXISTING AND PROPOSED).GARAGE STRUCTURE STRUCTURE ALTERNATIVE " DRAWN: MH/MS } a 4 SCALE: JOB#: 12/11/2023 SHEET NUMBER: A-4 REVISIONS: STEEL FLITCH(S)PLATE 0 r�T•4'T' 16" 16" PER P 2'h 5 w X 5"w X 3/8"t STEEL ANGLE CLIP STEEL PLATE ;,j- (EACH SIDE OF BEAM) p 0 0 21/21. O O © ® O ® 5/8"CARRIAGE BOLTS © II - MICROLAM PER PLA 0 5/8"dia.CONNECTION BOLTS Pi n ASTM A307 GRADE A(60,000ksi)WITH WASHERS AND NUTS 1' O ( f 0 @ 16"OC(STAGGERED)(TYP.) ' W I STRUCTURAL BEAM CONNECTION DETAIL f A B C NITS r� I i O f 35'-411 1 3 8'-011 ' 14'-011 Q PROPOSED ADDITION EXISTING PROPOSED ADDITION 14'-611 72'-10" i i 12'-0'/2" 17'-10'/2" 1 T-10'/2" 17'-103/4" 71-13/401 I ! i p"^�1 �* 9 f V a S $ C z TOW:7'-0" C2947-3 0 TOW:7'-0" C2947-3 TOW:7'-0" C2947-3 = ' TOW:T-0" C2947-3 O o� (2)1-3/4X7-1/4 ML HDR ° (2)1-3/4X7-1/4 ML HDR (2)1-3/4X7-1/4 ML HDR (2)1 3/4X7-1/4 ML HDR r EQ. EQ ATTIC 7'-3" 8' 511 7'-31",; c _? 1 N 1 --- 10" -- ----------------- ----------------- ---------------- ________________ 21-11/411 ----------------- PLUMB FOR F TURE ^ W LAUNDRY. OX 1--1 Z Z I 1A� U ! 1 Ia t o c tl 8 1 Q Z !1 tn EQ. I ACCESS ► EQ 1 :. - - x N D s T� 9'-81/211 HATCH N w hill ce Lu 1 .a!E L — — — "� i!i v I 2'4" O w^ M _ 04 d' °' 1 _ / z BEDROOM No. 3 00 o `�' `� o DECK I - _ " N !^ M N ' b b lFl M = w^ OWER 0__4 S X578 AVER O t LL Z GAS FP LOCA ION o V , ;;; " o VERIFY w/O NER MASTER BEDROOM ;;; 41-911 0EXISTING / `.`-' r — y INSTALL PER FGR , V O I TRAY CEILING \ b BATH \ " ',, `�' INSTRUCTI NS { i e U. oo I r - - - i 0- x ; r - - i r — — — � i v ;p a N RE-FRAME 1 1 EXISTING I I I j N ° I SKYIGHT I I I EXISTING ; y' 00 — m 0 IAS NEEDEDI MASTER I m U `O L _ _ J BATH L _ _ _ J L - - - J 2'-511 11'-7'/4" �' 11'-7'/4" X 23'-6" Ln 9'-5" RADIANT HEAT ° f Z .+ S d R _ ..•.�—� rr M O X O � EQ• POST EQ. EQ 'POST' d EQ. EXISTING 3'-10"PLT.HT. (TYP) 2 X8 HDR (n'P) 2 2X HDR O S LZZZZZZZI 07 Q 4129 4129 4129 4129 4129 4 4129 4129 S ;; 4129 4129 4129 sr 4 to -- - TOW:6'-4 3/8" - 3 ' TOW: '-4 3 8" i,) -� 0 e Th RAILING(TYP) t. 6� 75- ------ --------------------- --------------------------- ---- - ------- ----------- ----------------------- ------------------------------------ ----------------------------- --- ----------------------------- - � N m 12'-0Y2" 12'-0'/2" 4'-011 8'-411 8'-411 4'-011 12'-O'/2" 12'-0'/2" 1.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD OF EXISTING CONDITONS WITH PROPOSED.CONTACT ARCHITECT WITH ANY ONSITE EXISTING CONDITTONS CONCERNS. N 14'-6" 24'-111 1 24'-8" 24'-1" 2. CONFIRM EXISTING CONDITIONS TO REMAIN PER OWNER. REPLACE I I EXISTING WALLS AND EXISTING MAT MINIMUM HEIGHT CLEARANCES PER CODE.MATERIALS AS REQUIRED AND t IU 3.GC TO VERIFY EGRESS WINDOWS AT BEDROOMS(EXISTING/NEW)AS REQUIRED PER NYS RES.R303.3;5.7 SF CLEAR OPENING,MIN.20"WIDE, N 24"HIGH CLEAR;(44"AFF TO BOT.OF SILL) .Q yr 4.PROVIDE CONDUIT FROM ROOF TO BASEMENT FOR FUTURE SOLLAR Ewa( � PANELS/HOOK UPS LOCATION TO BE VERIFIED IN FIELD WITH OWNERS N A B 5.WALL HEIGHTS TO MATCH EXISTING. d 6.ALL STEEL COLUMNS TO CONTINUE TO FOUNDATION,FLUSH BEAMS, 3: OR SOLID BLOCKING OVER A BEARING WALL OR POST. U 7.VERIFY EXISTING NEW HEADERS,BEAMS,JOISTS,etc.AND REPLACE C OR SISTER WHERE REQUIRED AS NOTED ON PLANS 8.ALL BEDROOMS TO HAVE EGRESS OPENINGS TO CODE. 35'-4" 38'-0" 14'-0" � 9.PROVIDE DEBRI-PROTECTION PANELS WITH HARDWARE FOR ALL PROPOSED ADDITION EXISTING PROPOSED ADDITION NEW OPENINGS. 10.ALL NEW OPENINGS AND EXISTING TO BE RELOCATED TO BE STRAPPED ', .. E AS REQUIRED. PROPOSED 2 N D. FLOOR PLAN N 5 PROJECT NORTH 11.INSTALL SMOKE AND CO DETECTORS TO CODE.ALL DETECTORS TO BE CONNECTED(EXISTING AND PROPOSED). ��� • SCALE: 1/4" = 1'-0" W c, �a DRAWN: MH/MS • t"> s" rra P SCALE: "U, ,? JOB#: u " ha- 12/11/2023 SHEET NUMBER: A-5 REVISIONS: O F—i W 35f4f 38'-0" ol 14'-0" PROPOSED ADDITION EXISTING PROPOSED ADDITION ^ 14'-6" 20'-10" IZi—I 1ST. FLOOR DECK Z 0 B C Q 12 A � __- f• — — — — — — — — — — — — — — — — — — — — - 12 s g I N O V p ; DORMER TO BE«FRAMED OVER EXISTING RAFTERSV ' f a 12 m (NOT FOR USE (FAKE DORMER) 12 ° ; x 4 Q z z ro 00 `/ S § - r 1 ..._ -—----—.. CN .f EI 5 a F 31 P h O 2X10 RIDGE - x - k - ` » 'RIDGE . j 2X10M p MIDGE ROOF DECK ` - (2)2X8 (2)2X8/ " 1 6 § a O 4@ X RE-FRAME I X 12 A Ni EXISTING 'N r EXISTING ' RE-USE ' 12 trl a h SKYIGHT N SKYLIGHT I EXISTING fp-3/8 cal U /vN� AS NEEDED Iv a oS l oo 1 , ; N r N 1u m cn h /(2)2X8- v'1i(2)2X8 1 vl ' 6� s x a ; Z U a[ wEXISTING ROOF TO REMAIN 7 7 _ 0 Q I � (GC TO REPLACE AS REQUIRED) r ce u �' m - - L - 12 N@ EXISTING ROOF TO REMAIN ma A / C u 0 d N B � 14'-611 20'-10" U N 35'-4" 38'-0" 14'-0" � Q� E PROPOSED ROOF PLAN N S PROJECT NORTH _ SCALE: 1/4" = 1'-0" W x t' DRAWN: MH/MS SCALE: JOB#: 12/11/2023 SHEET NUMBER: A-6 REVISIONS: 2X10 1 RIDGE RIDGE 12 12 EX.2X6 6 3/8 6 RR @16"OC ��,8 RRC>>6„ 2X4 HANGER 2X4 HANGER OC (TYPICAL) (TYPICAL) r 2X10 CJ @16"OC r r Z -- --- O NEW 2X10CJ@16"OC - - - - - - - _ 1--� t W 3'-0" r SOLID BLOCKING 00 •Q 0o O I BETWEEN RRs �o I UNDER DORMER 12 I ATTIC 12 a I BLKG. BLKG. OC m'P) 3/4"SUBFLOOR l � 2X6tZR EX.2X10 FJ @16"OC EX.2X10 F1 @16"OC - _ 1 J 1 " ) °� Z O F--•1 (EXISTING) t1 O 0o N O� , 3/4"SUBFLOOR 11 (EXISTING) 2 1 (EXISTING) s 1 W6 EXISTING • •� ` ' REPAIR/REPLACE EXISTING CONC.SLAB AS REQUIRED b; b� WALL p- �•i EXISTING NEW 4"CONCRETE SLAB ON COMPACTED CLEAN FILL b- b- O in •; I REINFORCE w/6X6 10/10 WMM EXISTING EXISTING n p (VERIFY w/OWNER TO EPDXY COAT EXIST/NEW SLAB) °: (EXISTING) °: - — - — - 16"X8"FTC, (EXISTING) ''` (2)#5 REBAR b- b- - 0 :. :. CROSS SECTION A .o U. • Pf.•; SCALE: 1/4" = 1'-0" Z �•O � Q O ^ U CROSS SECTION B SCALE: 1/4" = 1'-0" w t„ H 2x10 RIDGE 12 12 6 3/8� � �6 r (Generated by REScheck-Web Software HANGER HANGER Compliance Certificate - II ` YP) 2x1OCJ@16"OC (UNYP) rt 0 to � Po Project atambules/ Hindmarsh Residence o m m QJ 1 al �p 9 x � u Energy Code: 2018 IE C c0 0 �o Location: Mattltuck, New York Q u- r3 0) Construction Type: Single-family o 13 0 E Project Type; Addition 10 _U Climate Zone: 4 (5331 HDD) 00 U) C 9- Permit Date: -C (A (0S Permit Number: V `) 12 13 Q) Construction Site: Owner/Agent: Designer/Contractor: BLKG BLKG In — N 545 Greton Ct (TYP) i0 Mattituck,NY _ __ _ _ _ 3/4"SUBFLOOR 2 Q) 0 LU B (2)9-1/4 ML @16"OC 9-1/4 ML @16"OC � Compliance: 1.0%l3etter Than Code Maximum ILIA: 299 Your UA: 296 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. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly In the specified climate zone mustmeet the minimum energy code insulation R-value and depth requirements. O Q 00 U Envelope kssemblies p j § CD ° Y Q or Scissor w CEILING:Flat Ceiling sorTruss 1,589 30.0 0.0 0.035 0.026 56 41 _ __ _ __ 3/4"SUBFLOOR 1ST.FLOOR:Wood Fr N ame,16"D.C. 788 20.0 0.0 0.059 0.060 39 40 (EXISTING) DOOR:Solid Door,(under 50%glazing) 0 0.300 0.320 0 0 - — - — - WINDOWS:Wood Frame 2X10 FG @16"OC (3)11-1/4 ML 'Q SHGC:0.31 121 0.310 0.320 38 39 w/(2)3/4"STEEL 2ND.FLOOR:Wood Frame,16"o.c. 1,550 20.0 0.0 0.059 0.060 80 81 b- 10.. 0 SHGC:0.22 DOOR:Glass Door(over 50%glazing) 42 0.300 0.320 13 13 , •, WINDOWS:Wood Frame = .. SHGC:0.32 160 0.290 0.320 46 51 p °• °• 8"PC WALL 'Q FLOOR:All-Wood Joistrrruss 732 30.0 0.0 0.033 0.047 24 34 O ;A ; DAMPPROOF ;t �t 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 REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. •� •� •• 4"CONC.SLAB •: +' '�. � Name-Title Signature Date - — _ — - — - — _ — _ _ ° •, ° �`h,Y 16 X8 FTG , (2)#5 REBAR 4e {`ir rl r.I DRAWN: MH/MS �. •'. ' SCALE: JOB#: Project Title:Stambules/Hindmarsh Residence Report date: 12/11/23 r�A d�,"� 12/11/2023 Data filename: Pagel of 1 � CROSS SECTION �.; "QA 1�� � ! SHEET NUMBER: 4 8 SCALE: 1/4" = 1'-0" :�� A- 7 REVISIONS: 2X10 RIDGE 2X10 RIDGE 8 @1 C O F--� H 2Xi0 C1 @16"OC 2X10 CJ @16"OC 2X10 CJ @16"OC �-1 X Lu V H 3'h RAILING PER OWNER 2X ACQ SLEEPERS(RIPPED) OVER EPDM,FLASHED _ 3/4"SUBFLOOR 3/4"SUBFLOOR 3/4"T&G EXTERIOR SHTG. 5M DECKING I I 11277 INSTALL GUTTER TAPER)1-3/4X20 ML 4 PITCH TO xO WALL (2)2X10 16"OC (2)9-1/2 ML (2)2X10 @16"OC (3)9-1/2 ML (2)9-1/2 ML @16"OC H CONNECT TO INSTALL 5/8"TYPE-X GYPSUM (4)1-3/4X20 ML _._ FLUSH BEAM w/(2 1/2 STEEL ^^ FLUSH BEAM DRYWELL(TYP) ON WALLS AND CEILING UPSET BEAM H REPAIR/REPLACE EXISTING 1 1 i 0 , I ; � +I GAS FIREPLACE AS SELECTED BY OWNER WITH DIRECT INSTALL PEP,MFGR HSS 5X5X1/4 VEN INSTRUCTIONS 00 STEEL COLUMN E 3 BOX IN COLUMN _ 4"S BF OR RAILING - - - - W 4"CONC.SLAB OVER INSTALL(2)5/8" COMPACTED CLEANFILL TYPE X GYPSUM J FOUNDATION TO MA - - - - - TCH EXISTING Q REINFORCE w/6X6 10/10 WMM EXISTING EXISTING . . .. .. . . y. • .. .. •.i 2X6 ACQ SILL PLATE OVER �•� •� i �a�••► sr w• i •�i • • O SILL SEAL TEMITE SHIELD b• 8"PC WALL b, B"PC WALL 54"X54"Xi2"FTG. .} .� DAMPPROOF b rn (4)#5 REBAR ew ,. ,� T/•� ►. '' '' % 16"X8"FTG ' CONC.STAIR o. NEW NEW L (2)#5 REBAR �•� 4 LALLY LALLY • 8"PC WAL O ,� COLUMN COLUMN e; •• 4"CONC.SLAB '• 0 ± • .: • .d • .d • .d • d • . i • • •4"SLAB w/DRAIN • 16"X8"FTG U "' v� • Pe pe • c • n ••.. e • e - 16"X8"FTG DNNECT) r•a► r•q, r•a, i•a.• ; r•a„ r•a, (CONNECT TO 2)#5 REBAR 2'X2'Xl' 2'X2'Xl' (2)#5 REBAR 1' kn ►-+ CONC.FTG CONC.FTG r� "I- E- CROSS SECTION D 4 9 SCALE: 1/4" = 1'-0" H 0 m � � o Q� m U X ^ c V m m 'o � = X Qu p� Ii v 0 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 1.VERIFY 2ND FLOOR CEILING HEIGH IN FIELD WITH OWNER. (9'+/-) Z 11 E EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 'a :) rz RESIDENTIAL CODE WITH A BITUMINOUS COATING. MANUFACTURE'S INSTRUCTIONS. 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. 0 Dl 11 fl GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. lX 4 U � 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. 2).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED(MATCH EXISTING). U r FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS E Q1 UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS. U m FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 01 - N 3).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT AND 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. PER CODE. CERAMIC PRIOR TO POURING SLAB. � 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP10O SELF-ADHEARED 4.APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 4).FOUNDATION SLAB TO BE 4"THICK,3000psL CONCRETE ON COMPACTED FILL. WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. OL INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com DIRECTLY TO THE DECK ALONG EAVES. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 6.USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. Eul�THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL W SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO 7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS Q MORE THAN 16 FEET. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. V STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH O 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES SIDE FOR M►CROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED w/ 8.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN PLACE WITH MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SILL GASKET. PLATES AND BOLTS TO STEEL BEAMS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 'Q WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS r „ 4* 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS COMPLETE. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 9.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. PER CODE. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. M 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 3: BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING CUTTING INTO SHINGLE SURFACE. U HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. • 8).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL 10.FASCIA,RAKES,FREIZ BOARDS AND SOFFITS TO MATCH EXISTING. u SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS. 10).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH �i o" °, 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 11.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. b• . CONC.SLAB LNDG. JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD ,� . , •,� I TA WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 00 n b I BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 8' 4 e ti I WALL L '• 9).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. L` I CROSS SECTION E I t e• I 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ITI SCALE: 1/4" = 1'-0" ) I s #5 REBAR @16"OC EACH WAY I 1 ►. 3"CLEARANCE AT RISER/STEP . r, DRAWN: MH/MS r l- - - INTERSECTION - - - - - - - - - - - - - - - - - - - - L _ _ _ MIN 9X9 DRAIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3000 PSI CONCRETE • A ' • CONNECT TODRYWELL � SCALE: JOB#: (TYPICAL) COMPACTED CLEAN SAND FILL "" S ' s 12/11/2023 SHEET NUMBER: A- 8 REVISIONS: MENDMIE T - - - - - - - - - - - - - - , T - - - - - - - - - - - - / 1 I I I I o I � � I 3 5'-411 1 3 8'-01' I 14'-011 W j E ST 14G I PROPOSED ADDITION ol 17'-4" (NEW WALL) EXISTING FOUNDATION ol I ol 4'-21/2" 3'-0/1 10'-91/2" I I Q ^ J \ J IF -T- ol f� ~� J O OR ER 2"dia.PIER 2X8 ACQ -------------- - - -------------------3523--------------------- ----------------- I . p. d • D d p. d • D d . p• d D d ' d C• d D p d p p •I I---------------------------------TIEINa-�---�--- I 1 100 ' ° FOUNDATION I11 rT 1 (2)#5 REBAR I I#5 REBAR ' ' #5 REBARoo ° w I @12"OC ' @12"OC W ° I i (NP) FRAME WALL OVER I - (T''P)lo D o I I FORMER GARAGE ' ' a a ue a 16"X12"FOOTING�O I SLAB EXCEPT i i lJ LOSE OFF . lo UNDER BEARING I I WHERE NOTED EXISTING O , •° o EXISTING lr 2X12 FJ 1a16"OC WALL(2)#5 REBAR) ( I / \ D DOPENING ' N F� CD I _ J L _ I „ J N I I n O L — — — — — — — — — — — --� !— — , J ^ I 1 . I I UNFINISHED N I I I O HSS 4X3X1/4 TUBE STE�L J 11 . COLUMN OVER I I I : I Lu c ' 3'-6"X 3'-6"X 1'-0'FTG — — — — J 16"X12"FOOTING R' F161SHED LAUNDRY REIN FORCED w/ UNDER BEARING - 00 z O ^ I WALL ;------; �(3)-11-1/4 ML /(2)3/4"STEEL FLUSH BE M - D �--i (3)#5 REBAR EACH WAY (2)#5 REBAR) , (POST ABOVE) UNHEATED I , , C4 U / (POST ABOVE) (POST ABOV ' I to LALLY COLUMN E-+ ° I w/2'X2'X1'FTG (POST AB 0 ._HSS_3 J/2X3-1/2 COLUMN v ,___LBW ABOVE ' w p 30"X30"X12"FTG -' LALLY ( ABCVEj n ' ------------- Q Q 3 #5 REBAR ew _____________ I 1 �--�nZl2' L'FECL_' _ I Q 4 • ----------------- --_________________'__ _ '=====F-- _-E_==-'_ - -------T-_ --___--------___= n DI , ------------------ �_ - �-_-------- ----- ®----------------- _� INISHED STORAGE rn w ° I ,i EX.(3)2X12 GIRDER , , , EX.(13)2N12 GIRDER , 1 1 , , (3)2X12 GIRDER I . M W I I __ __ ` UNHEATED I O O c 4"CONC.SLAG,REINFORCED X I FLUSH BEI4M I (PO ABOVE) , . nl G. i ° 0 C2 w/6X6 10/10 WMM,PITCH TO . I I ,° OVERHEAD DOORS MIN.1/8:12 __ __ w/Z' COLUMN I D p FRAME WALL OVER � w/2'X2'Xl'FTG I I • FORMER GARAGE I I I SLAB (POST ABO U I I o I � Q V 1 1 I I N �_ O fn W (POS ABOVE) I 1 a ,° Z ' imrid D V •— N I 1 1 � I ' . O M I I 41-011 I I I ' I N — O ce p�pQ I OI I X •.� 1 u � rn I �• I m o ; REMOVE EX.PC M 1 ; Ai - 0 s 90min .DOORS IN TALL FLOOR DRAIN, X D_ L . i WALL AS REQ. I iR o 2'-6" 2'6" ,o o D° C NNECT TO DRYWELL Q_ } li _ , N S [V #5 REBARCALS a p 'a PICAL) V #5 REBAR ° �p -C 9 c 12"PC WAttwf24"kit"FTG.-,{3)#5 REBAR­ @12"OC @12'OC D N •v �. .�. 7Q •v:�• cp -• 4•Q d7A .o ,�- P v c p -4 . ' i , • , rU- N • -, -• v C ------------------------------------------------------------------------------------------ -----� -- - / ------------------- m 3523------------------- ti)Ai u No — N `m � Neff '~ lU El 1 1 I I I 1 1 I 1 I I I 1 1 — — — — — — G — — — — — — — — — — — W 21-71/211 -411 1-2" 9'-4t1 81-51/211 31-411 I-111 71-011 71-011 1 7 �7 _U 351-411 38'-0" 14'-011 PROPOSED ADDITION EXISTING PROPOSED ADDITION d) '4 w E d JUN 14 3:2024 � E PROPOSED FOUNDATION PLAN N 5 PROJECT NORTH eulfdfnq D u 7'Ownof e a rtmOnt ac SCALE: 1/4" = V-0" W ►d ! ,t . •- DRAWN: MH/MS SCALE: +� $1 JOB#: OF 1 6/13/2024 " SHEET NUMBER: A- 3