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Home My WebLink About45812-Z EXISTING LIVING ROOM - NO C14ANGF.S i EXIST 5"x5" STEEL COL ON 16"x16" CONC PIER W/ 4-#4 REBAR VERT 24"x24"x10" CONC. FTG W/ #5 REBAR @ 6"OC - NO CHANGES — LINE OF 2ND FL. BALCONY ABOVE - NO CHANGES LOWER EXIST. FENCE TO 30" TALL ADD PAVERS OR CONC SLAB TO THIS AREA - LEVEL_ I EXIST. CELLJR STAIR - 140 CHANZIES W/ TOP OF STAIR DOWN FOUNDATION , DD AN RAI - TO C DEJ R,8 NEW 8'-0"xSLID. WINDOW -1-3/4"x11-1/2" 2- 1-3/4"x1l1-1l-1/2" LVL HEADER U) LVL HEADER TYP, Q Lt w w x a w _ > !! w z U w I U- 2 F T / (n 0 F x z � w r NEW 2X8 FRAMED WALL W/ R-.30 BATT INSUL SIDING TO MATCH AT EXT. 1/2" GYP BD @ INT. �REMOVEDOW-� EXIST. 1X6 CEDAR T&G @ CEILING & CEILING/2ND FL FRAMING TO REMAIN C) O� — QQi��'<' i EXISTING 2ND FL FRAMING ABOVE IS ` �i 2X10 @ 16" OC W/ R-30 INSULATION _ - - - w -- 0 OPEN TO OFFICE NOTE: NEW FINISHED FLOOR @ OFFICE TO a I 0 ALIGN W/ EXIST FINISHED FLOOR @ ENTRY 0 SET TOP OF NEW FOUNDATION ACCORDINGLY O F- wcnn z I i C7 - o EXIST DINING ROOM w r r� r' w % �+ iv 8'-0"x5'-0" SLID. WINDOW ° o 2- 1-3/4"x11-1/2" LVL HEADER LF- - - - - - NEW 8" WALL TO ALIGN W/ EXIST ROOF OVERHANG riN NEW ENTRY DECK _ EXIST. SLID GL DOOR _ 5/4 X 6 CEDAR DECKING -- - - - - - - BENCH - - __ -- --- Z -- 0O = 2 CO PLANTER I N w T� -- CJ __— --- 117 EXIST DECK NOTE 12 7 REVISIONS REVISED 12 . 7 . 20 ; REVI ', a a AS PER INSTRUCTIONS FROM SOUTHOLD BLD DEPT. PROPOSED FLOOR_PLAN 1. DOOR BETWEEN ENTRY & w EXIST. DIN RM HAS-BEEN 1/4" = l'-O" 12.8.17 REMOVED 2. EXISTING 2ND FLOOR ABOVE OFFICE AREA IS NOTED AS 2X10 JOISTS W/ R-30 INSULATION ROOT RESIDENCE , 6315 INDIAN NECK LANE P r PECONIC N.Y. SCTM# 1000-86-06-20 d 4,wM, ZONE R-40 1 79 ACRES 77006 REVISED 10 . 11 . 2 2 old ROOT RESIDENCE << � 6315 INDIAN NECK LANE PECONIC N .Y. G ' v20 EXISTING: SINGLE FAMILY RESIDENCE --= SCTM# 1000-86-06-20 ZONE R-40 1 .79 ACRES EXISTING LIVING ROOM - NO CHANGES EXISTING LIVING ROOM - NO CHANGES PROPOSED: ENCLOSE EXISTING CARPORT (WITH EXIST. 2ND EXIST. 5"x5" STEEL COL. ON 16"x16" CONC. PIER W/ 4-#4 REBAR VERT. EXIST. 5"x5" STEEL COL. ON 16"06" CONC. PIER W/ 4-#4 REBAR VERT. 24N24 x10" CONC. FTG. W/ #5 REBAR @ 6"OC 24"x24"00" CONC. FTG. W/ #5 REBAR @ 6"DC - NO CHANGES I FL. OVER ) TO CREATE NEW HOME OFFICE SPACE EXIST. WOODEN HALF WALL LINE OF 2ND FL. BALCONY ABOVE - NO CHANGES - - EXIST. POUR. CONC. WALL & FTG. NO CHANGES EXIST. WOODEN LVL UNDER BALCONY ABOVE LOWER EXIST. FENCE TO 30" TALL - - - - - - - -- - - - - - - - - - - - - - _ ATTACHED TO EXIST. SINGLE FAMILYRESIDENCE. - _ _� - -� _ EXTEND EXISTING ENTRY AND ADD NEW STOOP ADD PAVERS I I _ - -_ _rO 0 1ICONC. SLAB T ULTHIS AREA - EL- - EXI T. ELL R S AIR - 10 HAN ES EXI T. ELL R S AIR - HANaES m 1--- 1 W/ TOP OF STAIR EX ST. OI J . S EPS TO CELLAR i 1 1 LU LJ D WN I FOUNDATION 1 I I D WN _ I X W LU Q I I > TABLE R301.514INIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) a @ I i m DD AN RAI - O C DE - - - - _ LLU - - - - - - - - - - - - - - � Q M ° O I `� W w LIVE I a 1" N n 7777V EXIST POUR. CONC. ALL & FTG. - NO CHANGES I 0UrSE LUAU 3650 APW 5050 ACW 3650 I n (- EXIST. WOODEN HALF WALL Ua I 1 I ( I I v ° Attics with limited storageg•tl 20 2- 1-3/4"x11-1/2" LVL HEADER - - - - - - - I I NEW 8" MASONRY F UNDATION WALL ON 16"x8" °Z b EXIST. 3-1-3/4"x11-7/8" LVL UNDER WALL ABOVE w U I I I I Attics without storage 10 I 1 E O NEW 12,000 BTU 230 VOLT 21.5 SEER I POURED CONC. FTG. I I co w DUCTLESS MINI SPLIT AC W/ HEATER I w J� I 1 - w U Decicse 40 W I z@ Q O cn MODEL # O-ES-I2-HP-230E I I < "' �� I I . ° a WLU a 1 1 U Exterior balconies 60 EXIST. FL. JOISTS ABOVE w l U m Q w / I �_ I I I p Fire escapes 40 n EXISTING 2ND FL. FRAMING ABOVE IS 2-1-3/4"x9-1/2" LVL @ 16" OC °o I ° w LL = 2X10 @ 16" OC W/ R-30 INSULATION " j d i _ I 1 Guardrails and handralis 200 J I X Ln Ln co 0 EXIST. 1X6 CEDAR T&G @ CEILING & I I w I I I it uardralls in-fill componentsf 50' � U I I ~ CEILING/2ND FL. FRAMING TO REMAIN I 1 X U_ O � w UJ NEW 2X8 FRAMED WALL W/ R-30 BATT INSUL. I I Passenger vehicle garages' 5Qa EXISTING COVERED CARPORT X I I J SIDING TO MATCH AT EXT. I 1 I I ( I I ° Rooms other than sleeping 40 O 1/2" GYP. BD. @ INT. L� I _ I I OJ 1 - - rooms UJ o �� w a o I w Sleeping rooms 30 XII ° - -� I Q o ? 1 o fairs 40c I W I x o Z I X IDI I =N U Lo X P�° ° U) i I I I Q ° X 11 GENERAL NOTES 1° N �/C OPEN TO OFFICE O+5 1 1 w N /�� DN 4 RI ER I 1 U I I)I T o - x 1 ' I PLATFORM @ M X' = I I lm N o x W N 1. All work shall conform to the requirements of the 2020 Residental Code of NY ° 1 I J ° N State, County and Town Department Regulations, Utility Company requirements and EXIST. 3-1-3/4"x11-7/8" LVL UNDER WALL ABOVE i 1 I I Oz I I ISI I best trade practises. EXIST. �- - - - - - - - - - - - - - :PI to 4 r :P2. Before commencing work the Contractor shall file all documents required by the MUDRM. Z - -� I I iQl I �'' 1 Building Department, pay all fees required by local agencies and obtain all required 06 uI 2X10 FLOOR JOISTS @ 16" OC permits. oI I 1 I of I I 3. The Contractor shall visit the site and verify all dimensions and the existing > 1 I 3 I Iw I I conditions affecting the work prior to construction. Any discrepancies which would ° dI I IJI �I 1 ;. I interfere with the satisfactory completetion of the work described herein shall be @ � I I Z C) I I o 8_g 1 g'-g4" reported to the architect or property owner. Do not start work until such conditions o.• N NEW 8" i MASONRY FOUNDATION WALL ON 16"x8" I have been examined and a course of action mutually agreed upon. Failure to notify i F+ +s ° I EXIST. DINING ROOM g I O ( 1 1 POURED CON FTG. the owner or architect of unsatisfactoryconditions will be construed as an acceptance EXIST. DINING ROOM a l p CABINETS I 1 L - - _ - - _ - - - - - - - - _ - - I of the conditions to properly perform the required work. UJ 0 2- 1-3/4"x11-1/2" LVL HEADER n � / X 1 I 4. All worlk is to conform to the drawings and specifications of the architect and - - - - engineer consultants. J _ _ _ _ _ _ __ _ - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ACW 644 APW5044 ACW 2644 I - 2X12 ACQ LEDGER BOLTED TO MASONRY W/ 3/8" EPDXY COATED I 5. The Contractor is to maintain a complete and up to date Set of plans on the EXIST. WOOD FRAM D LINE OF EXIST. ROOF OVERHANG SCREWS W/ ANCHORS @ 12" OC MIN. 1 job site at all times STOOP @ ENTRY NEW WALL TO ALIGN W/ EXIST. ROOF OVERHANG I FILL MASONRY BLOCK @ ANCHOR LOCATIONS ( 6. The drawings are not to be scaled under any circumstances. U NEW ENTRY DECK I ° 1 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 5/4 X 6 CEDAR DECKING O 2X12 ACQ DECK GIRDER ANCHORED TO 14" DIA. PIERS including storage and toilet facilities,protection of existing work to remain,acceSs to EXIST. SLID. GL. DOOR 3' @ Y TO MIN -0" BELOW GRADE I work area, hours of permitted work,availabilit of water and electric ower and all EXIST. SLID. GL. DOOR I U y p -R o - - - - - - - - - - - - I other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. - - - - - - - - - - - - 8. The Contractor shall make the neccesary arrangements to utilities and services LINE OF NEW ENTRY DECK 2 temporarily disconnected while performing the work as required. 1 _0 EQUAL EQUAL EQUAL 1 _0 9. The Contractor shall provide all dimensions and cut-outs for other trades. 2 10. The Contractor shall provide proper shoring and bracing for all remaining structure W prior to removal of existing structure. LU w 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed U11 Z EXIST. DECK persons who shall arrange for and obtain all required inspections.The General EXIST. DECK LL U < Contractor shall be responsible for scheduling all other inspections as required. EXISTING FIRST FLOOR PLAN a PROPOSED FLOOR PLAN PROPOSED FOUNDATION PLAN 12. The Contractor is solely responsible for construction safety and shall hold the = 1'-0" 1 1.30.17 1/4" = 1'-0" 12.8.17 owner and architect harmless from litigation arising out of the Contractor's failure to 1/4" X 1/4" = V-0" 1 2.8.17 REVISED 10.1 1.2 2 provide construction safety means and methods. X REVISED 10.11.22 W CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New or 9. Fireblocking shall be provided in all wood framed construction in accordance _-._._ -.............___ _ with NYS Code R 602.8 to form an effective fire barrier between stories and ------- between the top story and roof space. --.--..--- -- - - ---- - 10. Protective panels shall be provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. - --- ---- ---- 11. All portions of the new structure are designed to comply with local geographic -- --- - - EXIST. 2ND FL. ROOF - NO CHANGES- ----- ---- -----EXIST. 2ND FL. ROOF - NO CHANGES and climatic criteria as stated In the following table. GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 WIND SPEED 130 MPH - - - SEISMIC DESIGN CATATGORY B WEATHERING SEVERE -- ---' FROST LINE DEPTH 36" - - - NEW FRAMED WALL UNDER EDGE OF ROOF OVERHANG TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT T MODERATE ------------ ------- -------- -_----- _---= EXIST 2ND FL FRAMING - N HA - ::...:..:.... ----- WINTER DESIGN TEMPERATURE11 FLOOD HAZARD AS NOTED - - -- - 1x6 CEDAR T&G SIDING TO MATCH EXIST. -' TYVEK HOUSE WRAP EXIST. OVERHANG OF 2ND FL. ROOF - --_- 3'-0"x6'- - 1/2' PLYWD SHEATHING -- OPEN CARPORT - --.___- 2X8 @ 18" OC WALL FRAMING A- 101 PLANS, ELEVATIONS, SECTIONS, NOTES R-30 BATT INSUL. - /CW2644APW 5044 ACW 264 1/2" GYP. BD. @ INT. EXIST. S . GL. DR. _- ADDITION @ EXIST. CARPORT A- 102 ELEVATIONS EXIST. SLID GIL. DR. _-,_- _ EXIST. HALF WALL BEYOND STAIRS NO C ANGES NO C A JGES EXIST. ENTRY - - - FOUNDATION PLAN EXIST. HALF WALL @CELLAR STAIRS f NEW FRAMED WALL 3/4" HARDWOOD FLOOR FLOOR PLAN -- 2X12 ACQ LEDGER BOLTED TO 1/2" PLYWD. SHEATHING _ ELEVATION _,. HOUSE vJ/ 3/8" EPDXY COATED 2X10 FL JOISTS @ 16" OC DECKING R-38 BATT INSUL. __... ......... ..... SCREWS @ 12" OC MIN. 5/4x6 . ..... 2X8 ACQ JOISTS @ 16" OC SECTIONS EXIST. STOOP NEW DECK & STEPS - ANCHORED TO 2-2X12 ACQ 2X8@ 16"OC JOISTS GIRDERS ANCHORED TO 14' 2X8 ACG SILL PL. ANCHORED TO DIA CONC. PIERS TO MIN. 8" GONG. FOUNDATION WALL ON SCALE AS NOTED DECEMBER 10, 2017 3'-0" BELOW FIN. GRADE 16"x8" POURED CONC. FTG. MIN. T-0" BELOW FINISHED GRADE f I I I I ELEVATION FRONT I I PROPOSED SOUTH ELEVATION (FRONT) I I 2" CONC. SLAB @MIN. MA ANCHORED 1 eSS EXISTING SOUTH E > 1 _ A 10 1 3-2X12 ACQ GRADE BEAM ANCHORED 1/4" = 1'-0" 12.10. 17 1 I • "� TO 10" DIA. CONC. PIERS ON , 1/4" = V-0" 12. 10. 172424"x12"J REVISED 10.1 1.2 2 I I I L_ J 24"x24"x12" POUR. CONC. FTGS. F I I SECTION # 1 ADDITION CARPORT permits draftingexpediting START 1 O F 2 f SECTION #2 NEW ENTRY DECK 1 f I 1/4" = V-0" 12.10.17 1/4" = 1'-0" 12. 10.17 POD BOX 49 _I EXIST.CELLAR STAIRS 1 - - - REVISED 10.1 1.22 JOAN CHAMBERS - - - - - - - - - - - - SO1-294- NY 11971 631-294-4241 REVISED 10 . 1 1 . ROOT RESIDENCE 6315 INDIAN NECK LANE PECONIC N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-86-06-20 ZONE R-40 1 .79 ACRES PROPOSED: ENCLOSE EXISTING CARPORT (WITH EXIST. 2ND FL. OVER ) TO CREATE NEW HOME OFFICE SPACE ........... __EXIST. 2ND FL. ROOF NO CHANGES .......... ........... EXIST. 2ND FL. ROOF NO CHANGES ATTACHED TO EXIST. SINGLE FAMILY RESIDENCE. EXTEND EXISTING ENTRY AND ADD NEW STOOP ............. EXIST JG NO CHAN-. -S EXIST. EXIS7,G NO CHAW __S EXIST. IL--------i I EXIST. 2ND FLOOR & BALCONY NO CHANGES ...... EXIST. 2ND FLOOR & BALCONY NO CHANGES NEW FRAMED WALL UNDER EDGE OF ROOF OVERHANG V NEW W EXIST. LIV. RM A; APW5050 AC 650 EXIST. LIV. RV OPEN CARPORT WINDOW WINDOW ............................... NO CHANGES NO CHANGE,' ....................... ................. ...........I................ .. .......... ............ ......................................... NAILING/FASTENER SCHEDULE ...................... .. ........................................... ................................................................... PROVIDE MSTA30 OR EQUAL METAL STRAPS OVER RIDGE EXIST. 112 WALL (FENCE) STAIRS .......................... REDUCED IN SIZE 1/2 WALL (FENCE) @ STAIRS TO ROOF RAFTERS @ 16" OC TYP. NOT APPLICABLE IF COLLAR TIES ARE PRESENT. .......... ......................... . .. .. ........................................... .. ................. 8D COMMON @ 6" OC @ 4'-0- PERIMETER ZONE 8D COMMON @ 12' DO @ PANEL FIELD 8D COMMON @ GABLE ENDWALL RAKE LREFER TO TABLE 3.8 WFCM- SBC PROVIDE 8 - 10D COMMON NAI EACH END OF COLLAR TIES PROVIDE SIMPSON H2 / Flo OR 112" PLYWD. SHEATHING EQUIVALENT HURRICANE TIES 6D COMMON @ 3" OC EDGE TO SECURE ROOF RAFTER T=/ 5D COMMON @ 6- OC FIELD PLATE AND WALL FRAME. PROVIDE SIMPSON LPT4 OR II EQUIVALENT TO TIE RIM BOARD EXIST.CELLAR STAIRS EXIST.CELLAR STAIRS TO DOUBLE PLATE TYP. LI---- ------ - - - - -1 - - - - - - - - - - - I- = - - - - - - - - - -- -_ - - - - PROVIDE SIMPSON H6 OR EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE & BAND JOIST @ 16" OC T PROVIDE SIMPSON H6 OR EXISTING NORTH ELEVATION (REAR) PROPOSED NORTH ELEVATION (REAR) EQUIVALENT TO TIE WALL STUDS TO PLATE &BAND JOIST @ 16" 1/4" l'-O" 12.10.17 1/4" = V-10" 12. 10. 17 CC TYP. REVISED 10.11.22 PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD, TO SILL PLATE PLYWD. FLOOR SHEATHING 8D COMMON @ 6" OC EDGE 8D COMMON @ 12. OC FIELD PROVIDE APPROPRIATE METAL PLATE WASHER, NUT &ANCH R BOLT TO TIE SILL PLATE TO MASONRY FOUNDATION TYP 6'-0" OC FOR 1 STORY, T-0" FOR 2 STORIES. 12" FROM CORNERS & OPENINGS AND BOLTS TO BE MIN. 12" DEEP. ABBREVIATIONS ADJ ADJACENT MIN. MINIMUM .......... . ....................................... ...... ......... MOISTURE RESISTANT . ......... ALUM. ALUMINIUM APPD. APPROVED MW MILLWORK BRD. BOARD NIC NOT IN CONTRACT BIRK. BRICK OC ON CENTER CIS OUT SWING BOT. BOTTOM OPG. OPENING CL CENTER LINE PL. PLATE ................................. CLG CEILING PLUMB. PLUMBING COL. COLUMN PLYWD. PLYWOOD ................................ CONIC. CONCRETE ...........................................................-...................... CONT CONTINUOUS PT. PRESSURETREATED EXIST. 2ND FL. ROOF NO CHANGES EXIST. 2ND FL. ROOF NO CHANGES- ...... ............................... ........... ...........- CT. CERAMIC TILE PNT. PAINTED --------–--------- x PVC POLY VINYL CHLORIDE ......... DEMO. DEMOLISH RCP REFLECTED CEIL. PLAN ...... ....................................... DIA. DIAMETER ................ ..........I.......... .................... . .............. .............. DR. DOOR REQ. REQUIRED .............. ............ DWG. DRAWING RM. ROOM .......... R.O. ROUGH OPENING .. ..... .......................... EA. EACH Sim. SIMILAR ............................ ........................I................................................................................................ ..................................I................................................................... ELEC. ELECTRICAL SPEC. SPECIFIED . ............................. ................................ .. ........................ .. ..... ......................................................................................................................................-1................................... ............... ................................. - ELEV. ELEVATION .I . .. � .......... ................................................ .................................................................................... I................... . .-__ . . .................................... EQ. EQUAL STL STEEL ..................... ****'" '**'**** '' *'''_..........................................I ' ''"" ** **-I .. ........... EXIST. EXISTING T & G TONGUE AND GROOVE .......................................................................................................... ......I............................ ...... .. ............ ......... TEL. TELEPHONE . .......... ........................................................................................... .......................... I 1_1 .. . .' ' '** EXT. EXTERIOR TBD TO BE DESIGNED .. . . .......... ... ................................................................... ... ................... .................I................ F.P. FIREPLACE TO. TOP OF . ................ LINE OF EXIST. 2ND FL. FRAMING NO CHANGES .............. ...... FIXED ................................................................................................................. .. ..................... ..........................I............................... FR. FRENCH ......... ..........................L ..... . ......... ........**'*'*...... .... .......... ........... L ....................................... GALV. GALVANIZED TYP. TYPICAL . ... ............. ............................................................... .......... .............................. ......... .................. ........................ ........... TRIM BOARD GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE .. . ................... HVAC HEATING, VENTING & VIF VERIFY IN FIELD EXIST. OVERHANG OF 2ND FL. ROOF ............. .... .. .......................................................................................................................................................................................................................................... ..................... . ..................I............ ............................................................................ .................................................................................... .............................................................................................. AIR CONDITIONING W/ WITH EXIST. LIV. RM I................................................................................................................... ............................ ....... ...........- ............. .... ............. EXIST. LIV. RM WD. WOOD WINDOW ................ . ............. WINDOW INSUL. INSULATION WIP WATER PROOF EXIST. ENTRY/MU[R I BEYOND NEW FRAMED WALL TO ENCLOSE CARPORT .................... ...............- INT. INTERIOR NOCHANGES ................................................... ............. ...................... .................... .... ................................. .................... ....................... NO CHANGES is IN SWING XPs EXTRUDED POLYSTYRENE EXIST. PRIVACY FENCE J EXIST. PRIVACY FENCE ........................... .......................................................................................................... ............................. ...................................... . .............. ................ LBS POUNDS NO CHANGES OPEN CARP RT NO CHANGES ........ ................ .......... MAXIMUM EXIST. STRIJCTURAL COILS & FTGS. MO. MASONRY OPENING ................................. ............. .............. . .... ..... A- 101 PLANS, ELEVATIONS, SECTIONS, NOTES ... . .. .... ................... A- 102 ELEVATIONS EXIST. ENTRY STOOP ......I......... ................ ...................................................- ............. NEW ENTRY DECK NEW FOUNDATION EXISTING EAST ELEVATION (SIDE) PROPOSED EAST ELEVATION (SID ) I L _ _ _ _1 ELEVATIONS F-L 1/4" = V-0" 12.10.17 r--- — — — — — — — — T_-L— — — — — — — — — — — — — — — -r-L - -17 1/4" V-10" 12. 10.17 1- - - - - - -- - L—=- - - - - - - - - - - - - - -- . . . . . .. . LST. F�T . —EXIST— —T REVISED 10. 11.22 — — — — — — — — — — — — — — — -- ExST- 1 -7- T" CELLAR CELLAR F_ STAIRS STAIRS -1 SCALE AS NOTED DECEMBER 10, 2017 I F oress START ' A 102 PRO' METAL P Typ CC , 1 permits I drafting I expeditinq , 2 OF 2 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 REVISED 10 . 1 1 . 2 2 ROOT RESIDENCE 6315 INDIAN NECK LANE PECONIC N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-86-06- 20 EXISTING LIVING ROOM - NO CHANGES EXISTING LIVING ROOM - NO CHANGES ZONE R-40 1 .79 ACRES PROPOSED: EXIST. 5"x5" STEEL COL. ON 16"x16' CONC. PIER W/ 4-#4 REBAR VERT. ENCLOSE EXISTING CARPORT (WITH EXIST. 2ND 24"x24"x10" CONC. FTG. W/ #5 REBAR @ 6"OC EXIST. 5"x5" STEEL COL. ON 16"x16' CONC. PIER W/ 4-#4 REBAR VERT. 24"x24"x10" CONC. FTG. W/ #5 REBAR @ 6"0C - NO CHANGES I FL. OVER ) TO CREATE NEW HOME OFFICE SPACE EXIST. WOODEN HALF WALL LINE OF 2ND FL. BALCONY ABOVE - NO CHANGES I L- - _- -EXIST. POUR GONG WALL & FTG. No CHANGES - _ ATTACHED TO EXIST. SINGLE FAMILY RESIDENCE. EXIST. 3-1-3/4"x7-1/2" LVL UNDER BALCONY ABOVE - LOWER EXIST. FENCE TO 30" TALL - - L - - --- --- - - - - - - - - - - - - - Z j ADD PAVERS (p I - - - _ _ - _ I ��1� EXTEND EXISTING ENTRY AND ADD NEW STOOP > CONC. SLAB T � - - - - - -rO .- _ THIS AREA - REVELm I- EXI T. ELL R S AIR - I O HANGES W/ TOP OF STAIRI EXI T. ELL R S AIR - �HAN:;ETS ] EX ST. ON S EPS TO CEL AR � I > DOWN FOUNDATION co I I I Do WN x w I I Ir Q I I I I IUJ DD AN[RAI - O C DE I L - - - - TABLE k30I.5 MINIMUM UNIFflRraLY DISTRIBUTED LIVE LOADS(in occ - - - I - - - - - - - - m n (i pounds per square foot) II i I I I W 41 I ....... . . � o ACW 36 11V E EXIST. WOODEN HALF WALL Gd I 4 50 APW 5050 ACW 3650 I (� r- - - - - - - - - - - - - - - - ( v Q FJSE COAD" 2- 1-3/4"x11-1/2" LVL HEADER i EXIST POUR. CONC. NALL & FTG. - NO CHANGES rx = ��- - - - - - - - - - - - - - � / I I I " Attics with limited storageg.h 20 EXIST. 3-1-3/4"x11-7/8" LVL UNDER WALL ABOVE w U I I NEW Y" MASONRY F UNDATION WALL ON 16"x8" I Oz LL ° I I I Attics without stora b 10 W U w DUCTLESS MINI SPLIT ACOW/2HEA ERR w POUR D CONC. FTG. ge z@ v I I v ( ( I I w 0 Deckse 40 Q O Q m w MODEL # O-ES-I2-HP-230E I I Q f� l a p a EXIST. FL. JOISTS ABOVE _ Q I O Q a (D J s I I 1 U Exterior balconies 60 c 2-1-3/4"x9-1/2" LVL @ 16" OC m I m Q = EXISTING 2ND FL. FRAMING ABOVE IS I I I I ( p Fire escapes 40 LL = x LL U cn 2X10 @ 16" OC W/ R-30 INSULATION LL m Oz CEILING/2ND FDARR MGNG TOREMAINI X I I ¢ - f i EXIST. 1X6 I I I ( I I m Guardrails and handraiisa 200' W I I o w / I I w I I ( I I Guardrails in fill components 50 N I _j NEW 2X8 FRAMED WALL W/ R-30 BATT INSUL. I I ( ( m Z it Passenger vehicle aro esa 50a 9 9 9 EXISTING COVERED CARPORT X I U I Rooms other than sleeping 40 p O LL SIDING TO MATCH AT EXT. I LL I ; ! I O U_ 1/2" GYP. BD, @ INT. �f 1 m 3 1 1 � o I ( _- - -� w w z I I o LL rooms - m LL O I I Sleeping rooms 3Q I � U U � LU I x o w I - 1 1 0 E � I : `. I o Stairs 40c +6 I N ° I I x \��. L : Q��' OPEN TO OFFICE (aj I -� ° wN %+'� @ 4M XR I WI I IwI N o X I i " x , GENERAL NOTES PLATFORM z I Ip X � 'a -I-� = I ml o x w N 1. All work shall conform to the requirements of the 2020 Residental Code of NY I-�- I- i L U I IQ EXIST. 3-1-3/4"x11-7/8" LVL UNDER WALL ABOVEI I I I I O I I ( N I Q State, County and Town Department Regulations, Utility Company requirements and EXIST. �- - - - - - - - - - - - - - J J z I I �I best trade practises. MUDRM. _LL 4-11 4 � 4JI 2. Before commencing work the Contractor shall file all documents required by the c� a LL I Q I , I Building Department, pay all fees required by local agencies and obtain all required o I I LLI 2X10 FLOOR JOISTS @ 16" OC I ;. I permits. w o Q I Io1 3. The Contractor shall visit the site and verify all dimensions and the existing ZI TIO I I conditions affecting the work prior to construction. Any discrepancies which would o I o I I IJI 3 I I interfere with the satisfactory completetion of the work described herein shall be o+ N o U I 8'-9 -94 I reported to the architect or property owner. Do not start work until such conditions Fa s, EXIST. DINING ROOM u-: , i EXIST. DINING ROOM g I I I NEW 8" MASO JRY FOUNDATION WALL ON 16"x8" I I have been examined and a Course of action mutually agreed upon. Failure to notify POURED CONC FTG. - - - - - - - - the owner Or architect of unsatisfactory conditions will be construed as an acceptance X LL +° CAE,NETS I a - - I I ry P o I 2- 1-3/4"x11-v2" LVL HEADER I -- -- -- - - -- - - - - of the conditions to properly perform the required work. X "< I 4. All work is to conform to the drawings and specifications of the architect and J t.,. :; : �: .: .: . - - - - - - - - - - - - - - - - - - - - - - - - - - engineer consultants. EXIST. WOOD FRAM D LINE OF EXIST. ROOF OVERHANG ACW 644 APW 5044 -A(5-W-2644 I F - 2X12 ACQ LEDGER BOLTED TO MASONRY W/ 3/8" EPDXY COATED I 5. The Contractor is to maintain a complete and up to date set of plans On the STOOP @ ENTRY I SCREWS W/ ANCHORS @ 12" OC MIN. job site at all times NEW WALL TO ALIGN W/ EXIST. ROOF OVERHANG FILL MASONRY BLOCK @ANCHOR LOCATIONS I 6. The drawings are not to be scaled under any circumstances. NEW ENTRY DECK I I Oc,co J II 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures EXIST. SLID. GL. DOOR EXIST. SLID. GL. DOOR O 2X12 ACQ DECK GIRDER ANCHORED TO 14" 5/4 X 6 CEDAR DECKING DIA. PIERS I including storage and toilet facilities,protection of existing work to remain,access to E _LJI TO MIN T-0" BELOW GRADE eo w work area, hours of permitted work,availability of water and electric power and all X - - - - - - - - - - - - other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. LINE OF NEW ENTRY DECK - - 8. The Contractor shall make the neccesary arrangements to utilities and services 2 temporarily disconnected while performing the work as required. EQUAL EQUAL EQUAL 1 _0 9. The Contractor shall provide all dimensions and cut-outs for other trades. w 10. The Contractor shall provide proper shoring and bracing for all remaining structure LL W prior to removal of existing structure. EXIST. DECK EXIST. DECK LL11. Plumbing, electrical, HVAC and similar work shall be performed by licensed a persons who shall arrange for and obtain all required inspections.The General > Contractor shall be responsible for scheduling all other inspections as required. EXISTING FIRST FLOOR PLAN LL 12. The Contractor is sole) res y 1/4" = 1'-0" 1 1.30. 17 co owner FLOOR PLAN PROPOSED FOUNDATION PLAN y responsible for construction safety and shall hold the U) X 1/4" = V-0" 1 2.8.17 1/4" = V-0" 12.8. 17 owner and architect harmless from litigation arising out of the Contractor's failure to UJ w REVISED 10.1 1.2 2 REVISED 10.1 1.2 2 provide construction safety means and methods. CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblockling shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with -- -- - ._...--------- ---...--- -- ----- --..........----................................... - --.......- ------- NYS code R301.2.1.2 if they are required. --- -- ------EXIST. 2ND FL. ROOF - NO CHANGES- `--- ---- -- " -._._.._--"- --- -- - '--EXIST. 2ND FL. ROOF - NO CHANGES----------- 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps 1 WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B ----- - - --......_.................. ._.... WEATHERING SEVERE _.._.....__.....---...._...-_._._..._........._.........._-- _-- FROST LINE DEPTH 36" _..-- -- ---N E W _._....._ -- FROST__.....____._.-___.._............__-- ______ - FRAMED WALL UNDER EDGE OF ROOF OVERHANG- TERMITE THREAT MODERATE TO HEAVY EXIST. 2ND FL. FRAMING - NO CHANGES _ DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD EXIST. OVERHANG OF 2ND FL. ROOF ___ 1x6 CEDAR T&G SIDING TO MATCH EXIST. AS NOTED TYVEK HOUSE WRAP 3'-0"x6'- 1/2" PLYWD SHEATHING OPEN CARPORT"- R-30 BATT INSUL. A- 101 PLANS, ELEVATIONS, SECTIONS, NOTES 2X8 @ 18" OC WALL FRAMING _ /CW2644 APW 5044 �264 EXIST. SLID uL. DR. _ EXIST. HALF WALL BEYOND STAIRS EXIST. SIA). GL. DR. - 1/2" GYP. BD. @ INT. A- 102 ELEVATIONS NO C A GES - NO C ANGES ADDITION @ EXIST. CARPORT EXIST. ENTRY --------- - EXIST. HALF WALL @ CELLAR STAIRS ........................................ . NEW FRAMED WALL 3/4" HARDWOOD FLOOR FLOOR PLAN, FOUNDATION PLAN _.. -.. 2X12 ACQ LEDGER BOLTED TO 1/2" PLYWD. SHEATHING ELEVATION HOUSE W/ 3/8" EPDXY COATED 2X10 FL. JOISTS @ 16" OC SCREWS @ 12" OC MIN. 5/4x6 DECKING R-38 BATT INSUL. . ...,.... . .. ........ 2X8 ACQ JOISTS @ 16" OC EXIST. STOOP NEW DECK & STEPS ANCHORED C 2-2X12 ACQHORED TO 14" GIRDERS ANC2X8@ 16"OC JOISTS 2X8 ACG SILL PL. ANCHORED TO SECTIONS DIA CONC. PIERS TO 0" BELOW FIN. GRADEN. 816"x8" POURED CONOC. WALL. MN. SCALE AS NOTED DECEMBER 10, 2017 T-0" BELOW FINISHED GRADE EXISTING SOUTH ELEVATION (FRONT) I f J I I PROPOSED SOUTH ELEVATION (FRONT) ( r '' 1/4" = 1'-0" 12. 10. 17 f rJ - I-� 1/4" = 1'-0" 1 2.1 0.17 I I 2" CONC. SLAB @MIN. MA ANCHORED 1 ess 3-2X12 ACQ GRADE BEAM ANCHORED s!STARTn O I I L_ - J REVISED 10. 1 1.22 ( I TO 10" DIA. POUR. PIERS ON J- -T I I ,. .. 24"x24"x12" POUR. CONC. FTGS. I f I I ermits draftin expediting � O F 2 f 1 SECTION #2 NEW ENTRY DECK SECTION # 1SECTION # 1 ADDITION CARPORT EXIST.CELLAR STAIRS I 1/4" = V-0" 1 2. 10.17 1/4" = 1 -0 12.10.17 PO BOX 49 - - - - - - - - - - REVISED 10. 1 1.22 JOAN CHAMBERS I- - - - - �- � � SOUTHOLD NY 11971 631-294-4241 REVISED 10 . 1 1 . 22 ROOT RESIDENCE 6315 INDIAN NECK LANE PECONIC N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-86-06-20 ZONE R-40 1 .79 ACRES PROPOSED: ENCLOSE EXISTING CARPORT (WITH EXIST. 2ND FL. OVER ) TO CREATE NEW HOME OFFICE SPACE - ----"- — EXIST. 2ND FL. ROOF - NO CHANGES __.__.—__ _—.__ _EXIST. 2ND FL. ROOF - NO CHANGES —_ _ ATTACHED TO EXIST. SINGLE FAMILY RESIDENCE. - "--- - -. EXTEND EXISTING ENTRY AND ADD NEW STOOP ........................ _ ... . . . ............................ ............................. EXIST IEG - NO CHAN S EXIST. EXIS I G - NO CHAW ES EXIST. EXIST. 2ND FLOOR & BALCONY - NO CHANGES EXIST. 2ND FLOOR & BALCONY - NO CHANGES" NEW FRAMED WALL UNDER EDGE OF ROOF OVERHANG NE / NEW \ EW EXIST. LIV. RM ---------- AC�1 3650 APW 5050 ACT 3650 EXIST. LIV. RM WINDOW WINDOW OPEN CARPORT / \ NO CHANGES NO CHANGES ................................... ................................ \ / ...................._ NAILING/FASTENER SCHEDULE . ................ . ........ . ........... . ......,_.... ......._......... ... ................................ PROVIDE MSTA30 OR EQUAL METAL STRAPS OVER RIDGE EXIST. 1/2 WALL (FENCE) @ STAIRS """'"""""'""""' . """' c REDUCED IN SIZE - 1/2 WALL (FENCE) @ STAIRS """"......""" TO ROOF RAFTERS @ 16" OC .. .. .................... N .._. ......,.................... TVP. NOT APPLICABLE IF I COLLAR TIES ARE PRESENT. ...................................... ....... ..._. .._.. .. .-..... ... ............. co 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE 8D COMMON @ 12" OC @ PANEL FIELD 8D COMMON @ GABLE ENDWALL RAKE REFER TO TABLE 3.8 WFCM- SBC r1 — I PROVIDE 8 - 10D COMMON NAI LI EACH END OF COLLAR TIES PROVIDE SIMPSON H2 /H10 OR 1/ COMMON @ 3" HI EDGE II PLYWD. EQUIVALENT HURRICANE TIES 6D COMMON @ 6"OC FIELD TO SECURE ROOF RAFTER 6D OMMON SHEATHING PLATE AND WALL FRAME. I I I PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD I I EXIST.CELLAR STAIRS � I I I EXIST.CELLAR STAIRS � I TO DOUBLE PLATE TYP. L. 1.- - - - -- - - - -- - - _Z - - - - -1 - - - - - - - - - - L1- - - - - - -- -- -- - -- - - - - - - -1 - -- -- - - -- .... -- -- — PROVIDE SIMPSON H6 OR EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE & BAND JOIST @ 16" OC T EXISTING NORTH ELEVATION (REAR) PROPOSED NORTH ELEVATION (REAR) PROVIDE NT TO TI Hs OR LL EQUIVALENT TO TIE WALL STUDS TO 1/4" = 1'-0" 12. 10.17 1/4" = V-0" 12. 10. 17 OC TYp PLATE & BAND JOIST @ REVISED 10.1 1.2 2 PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOA TO SILL PLATE PLYWD. FLOOR SHEATHING 8D COMMON @ 6" OC EDGE 8D COMMON @ 12" OC FIELD PROVIDE APPROPRIATE METAL PLATE WASHER, NUT &ANCH BOLT TO TIE SILL PLATE TO MASONRY FOUNDATION TYP 6'-O" OC FOR 1 STORY, T-0" FOR 2 STORIES. 12" FROM CORNERS & OPENINGS AND BOLTS TO BE MIN. 12" DEEP. ABBREVIATIONS ADJ ADJACENT MIN. MINIMUM -- ..... -... - -- -""""""" ALUM. ALUMINIUM MR MOISTURE RESISTANT APPD. APPROVED MW MILLWORK NIC NOT IN CONTRACT BBD. BOARD OC ON CENTER BRK. BRICK OS OUT SWING - BOT. BOTTOM OPG. OPENING CL CENTER LINE PL. PLATE CLG CEILING PLUMB. PLUMBING COL. COLUMN PLYWD. PLYWOOD ......... CONC. CONCRETE PT PRESSOR TREATED ............. ..... .. . . . .. _ TILE PNT. PAINTED CONT CONTINUOUS EXIST. 2ND FL. ROOF - NO CHANGES.._ I _ _ _______— EXIST, 2ND Fl. ROOF - NO CHANGES CT. CERAMIC T DEMO. DEMOLISH PVC POLY VINYL CHLORIDE I .................. .................................... .... ...... ._.................... .... DIAMETER RCP REFLECTED CEIL. PLAN f..._. DIA. DI REQ. REQUIRED DR. DOOR -- I DWG. DRAWING I. ................_..........._.._)....)........._...._."................................................... OPENING M _ ROUGH I. ................. .. ......................................................j .I ..... ..... .... ... ......... .. SIM. SIMILAR _.^ EACH ELEC ELECTRICAL --------- - .......-I....L.. -._.._....--------------- --- __ - I.._�....................... ..... ----- - SPEC. SPECIFIED . ................ ..._........................................................................................ .. .. ... ......................... --- ..................... __..._.._..__....__._ _ - �- - ._.. ELEVATIONSTL STEEL I I I ......................................_........_..._._. .. . ......................................_L.....�.._......................................................................_.................. EO. EQUAL I... . . f . _ I .............................................................. ... -....... ........................_.........................................................................................I_..........................-.--._.................._._........................_.._.............. EXIST. EXISTING T & G TONGUE AND GROOVE .................... . .. .. .................... . . .........................I ............_.._.................... _ ............................................................................................. ... G _........................................................................................._.I............................................................................................................ TEL. TELEPHONE I...................................................................................................................................................................._............_................................I..........._.................... ........... .......................................... EXT. EXTERIOR _........ ... _. .... { . E DESIGNED F.P. FIREPLACE C TBD TO BE D I I 1' I FL. FRAMING - NO CHANGES.., .... ..... ........................... ........ . ................................. ... . .. ...._........ ..._........... .. _................................................................................... TO. LINE OF EXIST. 2ND FR. F TOP OF FIXED BENCH (- - -... ....- -'- _:.._:.: :' -- - - - -- - - I- - - - - - - - L .._ - ... ........_..................................................._.. ..._......................................................._....... ... ........................................................................................................ TYP. TYPICAL - - - - -- - - - - - - - J - - - - - - - A CAL G LV. GALVANIZED ........_................................................................................................................................................. LINO UNLESS NOTED OTHERWISE TRIM BOARD GWB GYPSUM WALL BOARD LIN VERIFY O FIELD . ............... .................................................... . ..................................................... EXIST. OVERHANG OF 2ND FL. ROOF _.... .......... _._.. ........- HEATING, VENTING & VIF ..................... ....................................... ... ... ....................................................._.._...................... AIR CONDITIONINGW/ WITH EXIST. LIV. RM E M L ........................................................... EXIST. LIV R WD WINDOW _............................................................ _.................. INSU . INSULATION WOOD ---- - - -- - -- WINDOW WP WATER PROOF EXIST. ENTRY/MU R BEYOND ................................ ..NEW FRAMED WALL TO ENCLOSE CARPORT ................._.....................-.................................................._........................................... INT. INTERIOR NOCHANGES ............................................................. .......................................................................................................... .. ... . ..... ........................ ...,............................ ........... NO CHANGES IS IN SWING XPS EXTRUDED POLYSTYRENE EXIST. PRIVACY FENCE EXIST. PRIVACY FENCE ........... .................................................... ........... ................................................................................................................................................... LBS POUNDS MAX. MAXIMUM NO CHANGES p NO CHANGES I OPEN CARP RT ................................................... ................................ .. .................................................. EXIST. STR CTURAL COLS & FTGS. ................................... . ..... ._...._._._............ ....... . . ... ........ MO. MASONRY OPENING _................. .............................. ............................ .. .. ATIO SECTIONS,- 101 PLANS, ELEVATIONS, SE NS, NOTES .. .............. ............................................ ................................................. .......,...... ................... ... N - ......... . ................................... ......... ........................ .... ..... ... ........ ....... .. .... M A- 102 ELEVATIONS EXIST. EVTRY STOOP NEW ENTRY DECK E-1 71 I I I NEW FOUNDATION I- -- - -- I �- - - - EXISTING EAST ELEVATION (SIDE) ( - - - I PROPOSED EAST ELEVATION (SIDE) I I I L _ _ _ _ I ELEVATIONS 1/4" = V-0" 12. 10.17 -- I - � 1/4" = 1'-0" 12. 10. 17 r- - - - - - - - 4 T. FT . � EXIST. FT L_ - J I_ I- - - - - - - - - �-- - - - - - - -- - - -EXIST-- __ T REVISED 10. 1 1.2 2 - - - - _ _ _ L _ CELLAR_ CELLAR I I STAIRS I � STAIRS � I i- — — — — - I SCALE AS NOTED I DECEMBER 10, 2017 - - � I ress �,:,�.�.. I i � I �'1e.M Li LL - - _ _ � � A 102 , permitsSTART draftingex editin 2 O F 2 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241