The URL can be used to link to this page

Home My WebLink About47845-Z GENERAL NOTES: L 1. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, NOTES AND CONDITIONS AT THE ZONING ANALYSIS: PROJECT: SITE BEFORE WORK IS STARTED. ADDRESS: 230 EAST ROAD, MATTITUCK NY 11952 2. ALL DISCREPANCIES ARE -0 BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD PRIOR TOBLOCK: 7, LOT: 105 230 EAST ROAD COMMENCEMENT OF ANY WORK. 3. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES TO VERIFY EXACT LOT AREA = 17,353 S.F. (0.398 ACRES) MATTITUCK, NY LOCATION OF THEIR UTILITY LINES, SERVICE AND OTHER POSSIBLE EQUIPMENT, c ACCESSORY BUILDINGS AS PER SECT. 280-15 4. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED TO EXISTING MAX. BUILDING HEIGHT FOR LOTS OF 17,353 S.F. = 18 FT. CONSTRUCTION WHILE PERFORMING THE PROPOSED WORK DESCRIBED HEREIN. PROPOSED BUILDING HEIGHT 15 FT. THEREFORE OK AS PER 280-15(B) .�' 5. THE CONTRACTORS SHALL USE FIGURE DIMENSIONS AT ALL TIMES. DO NOT SCALE PLANS. MAX. FLOOR AREA FOR LOTS LESS THAN 20,000 S.F. = 1000 S.F. OWNER/DEVELOPER: V,��//�•� PROPOSED FLOOR AREA = 13'-6" X 23'-1 345 S.F. THEREFORE OK AS PER 280-15(C) 6. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS FROM ANY AGENCY HAVING JURISDICTION OVER THE PROPOSED WORK. 7. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR OBTAINING PERMITS FROM THE DEPT. OF _ DENNIS AGOUNIS 230 EASTT ROAD TRANSPORTATION FOR SIDEWALKS AND OTHER WORK LOCATED BEYOND THE STREET PROPERTY LINE. _ ! R - MAITITUCK,NY 8. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE TO CARRY WORKMEN'S COMP., DISABILITY AND LIABILITY INSURANCE AS WOOD CONSTRUCTION NOTES REQUIRED BY DEPARTMENT OF BUILDINGS. �� - �� 1. ALL LUMBER TO BE GRADE MARKED PRIOR TO DELIVERY TO SITE. ARCHITECT: 9. THE CONTRACTOR SHALL NOTIFY THE ADJOINING PROPERTY OWNERS, IN WRITING, 5 DAYS PRIOR TO COMMENCEMENT OF WORK 2. STRUCTURAL LUMBER TO BE DOUGLAS FIR (ARCH 12 875 PSI OR BETTER. LUMBER TO BE CONSTRUCTION GRADE 875 PSI ANTHONY CUCICH ARCHITECT FOR A NEW BUILDING, 6"x6" RAILROAD TIES -� _ �--� UNLESS OTHERWISE NOTED. STANDARD GRADE 1100 PSI STUDS MAYBE #2 COMMON. 37-02 ASTORIA BLVD S ASTORIA,NY 11103 10. THE ARCHITECT HAS NOT BEEN RETAINED TO SUPERVISE CONSTRUCTIONI BILCO DOOR �� 3. WOOD FRAME CONSTRUCTION DETAILS SHALL CONFORM TO THE REQUIREMENTS OF NYS BUILDING CODE. TEL.:(718)726-1709 11. NO BACK FILLING SHALL BE DONE UNTIL THE FOUNDATION WALL HAS BEEN BRACED AND WATERPROOFING HAS BEEN APPLIED. �- LICENSE#13469 _ 4. ALL STRUCTURAL WOOD SHALL BE AT LEAST 12 ABOVE ADJOINING GRADE 12. A FINAL SURVEY MADE BY A LICENSED SURVEYOR, SHOWING BUILDING ON PLOT, ALL YARD DIMENSIONS SHALL BE FILED WITH _ ° 23-Ty2 5 THE MINIM N TW 0° I H IUM DISTANCE BETWEEN BRIDGING SHALL BE 8'-O"O.C. THE DEPT. OF BLDG, AT THE COMPLETION OF THE JOB. I 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY OF THE SITE AND ADJOINING PROPERTIES. EXTENT OF ROOF 6. HEADERS, TRIMMERS AND JOISTS UNDER PARTITIONS, ALL OPENINGS IN ROOF AND AROUND STAIRS TO BE DOUBLED.�� OVERHANG 14. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MAY VARY DUE TO UNSEEN EXISTING CONDITIONS. 7. THE END OF WOOD BEAMS RESTING ON GIRDERS OR WALLS SHALL HAVE A 6" MIN. LAP AND BE WELL BOLTED OR FASTENED EXISTING ACCESSORY WITH APPROVED METAL STRAPS: RS10-1 SEC. 9.5. OPEN 15. ALL FOUNDATION WALLS BELOW GRADE TO BE 12" SOLID LOAD BEARING BLOCK UNLESS OTHERWISE NOTED ON PLANS. co PROPOSED ACCESSORY �` /i ELOW WITH INTEGRATED 15. D GARAGE WITH LOFT I 8. STUD BEARING PARTITIONS SHALL RUN DOWN BETWEEN THE FLOOR BEAMS AND REST UPON THE TOP PLATE OF THE I i \\ / 11, - MOTORIZED SHADE PARTITIONS, GIRDERS OR FOUNDATION BELOW. 16. THE MANUFACTURER OR SUPPLIER OF ANY MASONRY UNITS SHALL SUBMIT CERTIFICATIONS ON APPROPRIATE FORMS INDICATING P00 L HOUSE THAT THE MASONRY UNITS FURNISHED FOR THIS PROJECT COMPLY WITH R.S. 10-3 3.2 (tOH & lOJ FORMS). I i /n\ i 9. STUD PARTITIONS, FURRED SPACES AND FLOOR PENETRATIONS SHALL BE FIRESTOPPED NYS BUILDING CODE. 17. ANY PLUMBING OR ELECTRICAL WORK TO BE PERFORMED BY A LICENSED CONTRACTOR. 345 SQFT. 1 I 10. STANDARD HURRICANE CLIPS, STRAPPING AND ANCHORS TO BE PROVIDED. 18. ALL ROOFING SHALL BE OF CLASS A. -'--y 1 ,; 1 I . ----- _____________ I I NEW BUILDING EXTENTS -J ........... ..... ..:.......... ..................................... . -6 .... . .......... .......... - X8' DRYWELL 30 0" 4' EXST. TO REMAIN. ELECTRICAL NOTES: 1. ALL LUMBER TO BE GRADE MARKED PRIOR TO DELIVERY TO SITE. I --- 2. STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH #2 875 PSI OR BETTER. LUMBER TO BE CONSTRUCTION GRADE 875 PSI .. UNLESS OTHERWISE NOTED. STANDARD GRADE 1100 PSI STUDS MAYS COMMON. I I E2 .......:......... 3. WOOD FRAME CONSTRUCTION DETAILS SHALL CONFORM TO THE REQUIREMENTS OF NYS BUILDING CODE. I 4. ALL STRUCTURAL WOOD SHALL BE AT LEAST 12"ABOVE ADJOINING GRADE. ( 5. THE MINIMUM DISTANCE BETWEEN BRIDGING SHALL BE 8'-0"O.C. 6. HEADERS, TRIMMERS AND JOISTS UNDER PARTITIONS, ALL OPENINGS IN ROOF AND AROUND STAIRS TO BE DOUBLED. 7. THE END OF WOOD BEAMS RESTING ON GIRDERS OR WALLS SHALL HAVE A 6" MIN. LAP AND BE WELL BOLTED OR FASTENED WITH APPROVED METAL STRAPS: RS10-1 SEC. 9.5. FUTURE POOL I 8. STUD BEARING PARTITIONS SHALL RUN DOWN BETWEEN THE FLOOR BEAMS AND REST UPON THE TOP PLATE OF THE 608 SQFT. PARTITIONS, GIRDERS OR FOUNDATION BELOW. 38,-0" 9. STUD PARTITIONS, FURRED SPACES AND FLOOR PENETRATIONS SHALL BE FIRESTOPPED NYS BUILDING CODE. I I 10. STANDARD HURRICANE CLIPS, STRAPPING AND ANCHORS TO BE PROVIDED. I I CONCRETE FOUNDATION NOTES• 1. FOUNDATION WALLS AND FOOTINGS TO REST UPON VIRGIN SOIL OF HAVING A BEARING CAPACITY OF 2 TONS/SQ, FT. 2. ALL FOOTINGS TO BE CARRIED DOWN A MINIMUM OF 3'-0" BELOW ADJACENT FINISHED GROUND LEVEL WHEN EXPOSED TO FROST, BELOW HOUSE DRAINS AND DOWN TO VIRGIN SOIL 3. EXCAVATIONS SHALL BE SUBSTANTIALLY KEPT FREE OF WATER DURING FOUNDATION CONSTRUCTION AS PER C26-1105.5. I 4. ALL CONCRETE USED ON THIS PROJECT TO BE PROPORTIONED ON THE BASIS OF CALCULATED STRESSES LESS THAN 70% OF BASIC ALLOWABLE VALUES. I 5. CONCRETE MATERIALS, DESIGN, AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF NYS BUILDING CODE. 6. PLAIN CONCRETE TO HAVE A MINIMUM CEMENT FACTOR OF 5.75 BAGS PER CU. YD. OF CONCRETE AND MAXIMUM WATER CEMENT RATIO OF 7 GALLONS PER 94 LB. SACK OF CEMENT, I 7. CONCRETE TO DEVELOP A MINIMUM STRENGTH OF 2,500 PSI AT 28 DAYS. EXISTING DECK 8. CONCRETE WHICH IN ITS FINAL STATE WILL BE EXPOSED TO THE ACTION OF FREEZING WEATHER AND ALL CONCRETE FOR GARAGE, FLOORS, ENTRANCE, PLATFOR\IS, STEPS AND PORCH FLOORS, RETAINING WALLS, SHALL HAVE A MIX DESIGN WITH THE ENTRAINED AIR TO PROVIDE A CONCRETE WITH A MAXIMUM RESISTANCE TO FREEZING AND THAWING WEAR FOR THE AGGREGATE I AND CEMENT USED. EXST. CELLAR ENTRANCE 9. FOOTINGS TO BE REINFORCED AND OF PLAIN CONCRETE AS PER PIANS. THEY SHALL BE 12"THICK AND 6"WIDER C1 EITHER _ - SIDE OF 12"THICK WALLS ABOVE. 10. FOUNDATION WALLS TO BE OF 12" PLAN CONCRETE OR 12"APPROVED SOLID LOAD BEARING REINFORCED CONCRETE BLOCKS I TO GRADE. SEE FOUNDATION PLAN. 11. SLABS ON GRADE SHALL BE OF 4" CONCRETE SLAB (NATURAL AGGREGATE CONCRETE CONFORMING TO ASTM A-33 WITH A MINIMUM 28 DAY STRENGTH OF 3000 P.S.I.) PLACED ON 4" MINIMUM WELL COMPACTED GRAVEL OR CRUSHED STONE FILL, AND REINFORCED WITH 6X6-W1.4XW1.4 WELDED WIRE FABRIC PLACED 1" BELOW TOP OF SLAB. PROVIDE VAPOR BARRIER BELOW EXST. SHOWER SLAB. I 12. ALL BARS MARKED CONT. SHALL BE LAPPED 36 X BAR DIAMETERS AT SPLICES AND CORNERS, AND HOOKED AT I NON-CONTINUOUS ENDS, LAP TOP BARS AT CENTER BETWEEN SUPPORTS, AND LAP CONTINUOUS BOTTOM BARS AT SUPPORTS. EXISTING ONE STORY RESIDENCE 13. ALL REINFORCING SHALL CONFORM TO AS.T.M A615 LATEST EDITION GRADE 60, 14. ALL REINFORCING SHALL BE WIRED AT EVERY INTERSECTION I 15. MESH REINFORCEMENT: AS PER ASTM A185 &A82 - DESIGN STRESS 30,000 PSI, 16. ROD REINFORCEMENT: HIGH STRENGTH DEFORMED BARS AS PER ASTM A616-GRADE 60 MINIMUM YIELD POINT = 60 KSI, 17. SLUMP OF CONCRETE TO BE 3" (+/- 1") I I CONCRETE REINFORCING NOTES: I 1. ALL PLAIN CONCRETE IS TO BE PLACED WITH SHRINKAGE AND TEMPERATURE STEEL PROVIDING A MINIMUM AREA OF 0.0018 TIMES THE CROSS-SECTIONAL AREA OF THE ELEMENT BEING CONSTRUCTED (MIN. #3-18" O.C.) IN BOTH DIRECTIONS. WALLS EXCEEDING 10" IN THICKNESS TO BE PROVIDED WITH TWO LAYERS OF REINFORCEMENT WITH} TO 3 OF THE REINFORCEMENT PLACED ON THE EXTERIOR SIDE. 2. FOR 12" X 24"PLAIN CONCRETE CONTINUOUS WALL FOOTINGS: USE (2) #5 LONGITUDINALLY AND (1) #5 EVERY SIXTEEN I SEPTIC INCHES IN THE TRANSVERSE DIRECTION, EXST. TO REMAIN. 3. FOR 12"THICK PLAIN CONCRETE FOUNDATION WALLS: USE (2) #5 EVERY 24 INCHES (ONE IN EACH FACE) IN EACH DIRECTION, 4. THE USE OF ALTERNATIVE REINFORCING PROVIDING THE EQUIVALENT AREA OR STEEL MUST BE APPROVED BY THE ARCHITECT OR ENGINEER PRIOR TO THE PLACEMENT OF ANY PLAIN CONCRETE. I I DATE: REVISION: D.O.B.NUMBER: N # - _ ................................................... NORTH: Scale: 1/8"=1'-9' KEY PLAN: oil"i- SITE PLAN _ '� �O.UNS',FXAILY 1 SCALE: 1/8" = 1 '-0" POOLHOUSE DRAWING TITLE: SITE PLAN • 1\SN &p II SEAL&SIGN�PTUR DATE: 11-05-2021 PROJECT No: 2021-02 DRAWN BY:CFP CHECKED 8Y: CFP � u DWG.No.: MAY 1 P 4022 ��, ��ArloG'� A-001 .o ° aZi,�, rs?`��y00 ' SHEET.No.: BUILDING DEPT TOWN OF SOUTHOLD FILE No: C:\Users\cpdmeolDesktop\HOME\KARAMUNI\MAfloCK\RML\n EAST ROAD. 9 PROJECT: BSA APRVD 1 PLY WATERPROOF MEMBRANE ROOFING OVER MIN. (2) LAYERS OF 2" TAPERED RIGID INSULATION 230 EAST ROAD J" EXT. GRADE PLYWOOD SHEATHING SLOPE 12 ": 1 /8" MATTITUCK, NY ROOF GRADE ELEVATION -------------------------------- - ........................ ............. ............ ............... ........... ... ..... ........................................................................... EL. +15'-0" OWNER/DEVELOPER: , 2X6 TREATED SILL PLATE ;. .. ,..... . UNIS DENNIS KARAGO " 230 EAST ROAD MATTITUCK,NY 1 CONT CERTAINTEED VAPOR 3ARRIER ARCHITECT: 1 1 .' j R-30 OPEN CELL SPRAY5/" SHEETRO K, FC65/a i ) ANTHONY CUCICH ARCHITECT i 1 OAM INSULATION I.: ", 37-02 ASTORIA BLVD S ALUMINUM CLAD METAL PANEL 1 j..,. j ASTORIA,NY 11103 TEL.:(718)726-1709 j TECO JOIST HANGERS LICENSE#13469 LED LIGHT TRACK j I j I j. (3)2X12 HDR TYP. ............... . .......... . . ....... ............................. ....................................................................................................................................................... ................................. .. I _ I � 2x6 WOOD STUDS @16" O.0 DOUBLE TOP PLATES & BRACE AT 48" ABOVE FINISH FLOOR j OUTSIDE: 5/8" PLYWOOD SHEATHING, 15# BUILDING FELT MIN. R-5 O CONTINUOUS RIGID INSULATION 1" OWENS CORNING FOAMULAR 250 `— EXTRUDED POLYSTYRENE W/ APVD. TYPE {' j SLOW BURNING ALUM SIDING WOLVERLINE MEA#284-93—M; INSIDE: %" SHEETROCK, FC60, R21 INSULATION IN CAVITIES PROVIDE 4" DIA. X 8" FOUNDATION ANCHOR BOLTS @ 4'-0" O.C. & 2'-0" FROM EACH CORNER (TYP.) i' 2X6 TREATED SILL PLATE i. j I i FINISH FLOOR AS SELECTED 1 CONT. TERMITE SHIELD I:. { BY OWNER [3/4" PLYWOOD ' WOOD FRAMING MIN 6" ABOVE ADJ. GRAD I 1 ENTRY GRADE ELEVATION EL. 0'-0" - CONT CERTAINTEED VAPOR „ BARRIER .. 2X12 HDR TYP. POOL PUK IS / EQUIPMENT 12" THICK REINF CONC FOUNDATION WALL #4 CRAWL SPACE AT FOUNDATION REBAR @ 12'o.c. VERTICAL AND HORIZONTAL —4'-8" BELO ' GRADE ELEVATION BELOW GRADE TO RECEIVE ONE COAT - - ' - ASPHALTIC WATERPROOFING AND 30# J. CRAWL SPADE ........ ...... PROVIDE CONT. EXPANSION FELT PAPER STUCCO OVER ABOVE GRADE " JOINT CAULKED AND SEALED GRADE ELEVATION ALL AROUND TYP. EL. ------------------------ ------ ---.... -- -- e — — --. -- ------------------ e A e < 12"THK X 24" W REINF CONC == FOOTING. PROVIDE (4) CONC #4 REBAR AND #4 REBAR @ 12"O.C. ARCROSS 4" CONCRETE SLAB WITHBUILDING SECTION 6X6—W1.4XW1.4 W.W.F. ON 1 VAPOR BARRIER ON 4" GRAVEL BED. 2yA ;.,. 2X3 ALAN LEADER TO SPLASH BLOCK ------------------------........ —___.._..___ I � STEEL BILCO DOOR OUTDOOR SHOWER --- —— --- -------------—— ---—--- (CLASSIC SERIES SIZE D OR EQ.) } LINE OF FOUNDATION WALL BEYOND 00 1 DATE: REVISION: ; : —_—.-------------------------------------—................. I D.O.B.NUMBER: /..-.........._.._......-.-.-_..----.---.-------------....__........-.-.--.----_-----------. g�a,{� i -----------------_---------------_ i,�baa f I NO ENTRY GRADE ELEVATION _ — ---- ---------- :., NORTH: Scale' 1/8.. 1'-0.. I 0. EL. 0'-0" j I i \ / WET RAR-TBD KEY PLAN. ... ... '/: I —FUTURE 7HRU-WALL AC CONT CERTAINTEED VAPOR BARRIER 12" THCK REINF CONC FOUNDATION WALL #4 1 " X 3 " BENT BAR BRACKET WELDED TO LADDER 2X12 HDR TYP. X REBAR @ 12"o.c. VERTICAL AND HORIZONTAL I I_ coNnNuous LED ucxr TRACK BELOW GRADE TO RECEIVE ONE COAT ASPHALTIC WATERPROOFING AND 30# \ 3 "O RUNGS @ 1'-0" O.C. : FELT PAPER STUCCO OVER ABOVE GRADE /4 O , I Y ........ ....... ... I x.. I CRAWL SPACE , PROVIDE CONT. EXPANSION ; ' OPEN ROOF ABOVE WITH INTEGRATED PROJECT: ;�„ STONE BAR TOP I j `\ I MOTORIZED SHADE FOR SUN/RAIN. JOINT CAULKED AND SEALED GRADE ELEVATION ALL AROUND TYP. CONTINUATION INSIDE EL. -4'-8„ - --------------------�' j KARAGOUNIS FAMILY POOL HOUSE I .. .'.r= I .. .... ...... ...... ..:. .. . .. :i::;l:,.... .. DRAWING TITLE. q 12"THK X 24" W REINF CONC ----- -------------------------------- ------ ---------- FOOTING. PROVIDE (4) CONC Fool. I SLOPE j"PER ' '" NANAWALL FOLDING PANEL SYSTEM FLOOR PLAN & BUILDING SECTION #4 REBAR AND #4 REBAR @ (OR EQUAL) 12"O.C. ARCROSS I --------------------------------- ----------- -------------------- ----------' 4" CONCRETE SLAB WITH STONE BAR TOP ANGLE SUPPORTS AS REQUIRED {{ CONTINUOUS LEO LICI TRACK EXTENT OF ROOM OVERHANG SE 'b°$Ic�r�,T�1RE* E:e. 11-05-2021 MATERIAL-METAL PANEL �y NONY Cl, : 2021-02 6X6—POR BARRIER W.W.F. ON � `` RAWN Y:. FP VAPOR BARRIER ON 4" .�C9 �� GRAVEL BED. 23'-0" s'-11Y" i CC P n, ED Y:'1 CFP Z I yWA 00.00 BILCO DOOR SECTION r� FLOOR LAN o j 3 2 SCALE: 1/2" - 1 '— 0" N� SHE S yl FILE Nb: rrKp\p��pp�HCMEIKA�A�0UN1`i�M�1111UCK1FINA1�230f1S1�bAD. g PROJECT: 230 EAST ROAD MATTITUCK, NY OWNER/DEVELOPER: DENNIS KARAGOUNIS 230 EAST ROAD MATTITUCK,NY ARCHITECT: ANTHONY CUCICH ARCHITECT 37-02 ASTORIA BLVD S ASTORIA,NY 11103 TEL.:(718)726-1709 LICENSE#13469 --------------------------------------------------------------------------------- ----------------------------------- i -'- ---------------------------------------------------------------T---r--------- I I 1 1 I I I 1 I I I I I I I I I I I 1 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I i 1 FUTURE THRU WALL q/C j I I I 1 I I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I I I I I N I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I STEEL BILCO DOOR (CLASSIC SERIES SIZED OR EO.) I I I I .. ................ ----- - I 1 I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I I L____________________________________________________________J I I I I I I I I I II 1 L______________________________________________________________________________________________________________J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I 1 I I I I I I I I I 1 1 1 I I I I I I I I I 1 I 1 I I I I I I I 1 I 1 I I I I I I I I I I I i I I 1 I I I I 1 I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I --------------------------------------------------------------------------------------------------------- 1----1- I I I I 1 I I I I 1 I I t I I I I I I I I WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION 1 SCALE: 1/2" = 1 '- 0" SCALE: 1/2" I I I I I I I o I I I iV O I - tV ---__ ..._._.......------- .---...-___—__ CLEARSTORY PICTURE WINDOWS 1'-7y" -10 1'-4" 5'-10" 1'-3Y" (NON-OPERABLE) I DATE: REY610N: D.O.B.NUMBER: /.------------- ---------------------------......._.-......-.—.....___---- o a HYDRAULIC AWNING WINDOW NORTH: Scale: l/8"=1'-0 90 DEGREE OPENING. � PANEL 4 PANEL 3 PANEL 2 PAN 1 III -o 0' o KEY PLAN: i i� 0 1 _ _ ________-_-___-______________-_-----_____ II I II 1I I ____________ _}x_"____________________________________________ C ____________ _____ 6-O" SWNG PANELS 7'-0" 2'J-1 FOLDING PANELS i PROJECT: ______ TLE KARAGOUNIS FAMILY I I I I I 1 I I I I I I POOL HOUSE I i I I I I I I 1 I I I I I I I I 1 I I I I I 1 I I I i I I I I I i I I I i I I I I I I I I I I I I I I I I I 1 I I • , , I I I I � I I I I 1 I I DRAWING TITLE: I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------------------------------------------------ ELEVATION I I 1 I I I r_L _T._________________________________________________________________________________________________________ I I I I I I I I I I I I I 1 1 I I I _- .nrA A -� EAS r�1ATiJ t :C(/C E'\ 11-05-2021 )tCkko,, 2021-02 3FRONT ELEVATION - EAST 4 REAR ELEVATION - WEST f DHE EDB:FPCFP SCALE: 1/2" = 1 0" SCALE: 1/2" = 1 '— 0" DWG Nos - �?� Ol .00 NC: $ es oFWM�KARAGOUN6\MA11KN FINAL\3EAST ROAD, g PROJECT: -6 x6 RAILROAD TIES C —77, C) 2) 8x16 AUTOMATIC- CRAWL QC i Q 230 EAST ROAD 10 " ......................... MATTITUCK, NYSPACE VENT(NYSB ( 102. 4. 1 . 2u . FOUND. FOUN 27 1 0 :7D ------- OWNER/DEVELOPER: \1 D. 12'--10 2Y9" 2 3'- C� 0 73 FOUND.--R-EFEREN ""J: ....... C E 14'--OY2" 0 DENNIS KARAGOUNIS E L STEP 1 ------ 6 7 230 EAST ROAD 010 MATTITLICK,NY F R A�i 4 C-3 4 4 ARCHITECT: FM ND .... ........ d, ANTHONY CLICICH ARCHITECT C� CD 37-02 ASTORIA BLVD S ASTORIA,NY 11103 TEL.:(718)726-1709 FOI ND. LICENSE#13469 C� - j IJ.J -1- 6 -0 D --_ WING WALI TO OOL PUMPQ EQUIPMENT E X I 10 LL_ RECEIVE ROOF OVERHANG "/ R A V -------------- 10 S A E A I F 0) U N A ON L.j 8 BELOW GR / DE ELEVATION 4 4 ------- -------------------- _OU FOUND. Ln — -- f�--__-'__-(----I� 4 C 0? 4 v, ------ -_- --J-C-_H DRAIN T R (77) Uj; 4 0 0 0 a 35'- FOUND. FOUND 0 4 OC L_ 12'-1 4 4 4 % A. 0 FOU N D. LL_ cp . ..... *----------- -PROPOSED FOUNDATION FOUND� -11,�i 2 TH (_._`K . CAST IN PLACECONCRET _ _02) \-24 ir'-O 0 TI N G ------------ ZI-' X8' DRYWELL f7 EXST. TO REMAIN . EXTENT \\,/YING\ WALL TO (--,:_'�FOUNDATION PLAN CEIVE ROOF OVERHANG SCALF: 112" 1 0" RE 291 ---------- -9,- .......... 2 TTE-' SO _T N� G U1 9 ............. ............... ......................... ---------- ............... -----------_- 2X12 DF #2 16 O.C. ---------- ------------------------ X ........... 18,_1 1/ 5'-1 1Y2" iJ ...... ......... /2 ...................................................... ................................. ....... .. ............... .......................................... .......................--------------- ------------------- --------------------------------------------------------------------- -- ------------------------------------------------------- ..................-......... ................ ................. ....................... .............. ................- -_--------------- ............- Ii .......... ...... ................... .................. :z 00 BSA APRVD 1 PLY DATE: REVISION: ............... WATERPROOF MEMBRANE D.O.B.NUMBER: C4 ii C4 C) C*4 ii ROOFING Cr OVER MIN. (2) LAYERS OF LL_ ...... NB# III x ------------- C, C4 .1 C4 2" TAPERED RIGID OPEN BELOW N7--------------- — 11;� LLJ Li NORTH: Scale: 1/8"_1'-0.. C4 T< !x INSULATION C4 IIC4 C4 a- C4 d(4 C4 0 0 C4 2X12 DF #2 16" 0.1. 01 __j c-� 7� KEY PLAN: cN 4'_1Y„ (2)2X12 DF#21 (2)2XI2 DF#2 ........... .. ........................... k.1,3 [c) 1�2 04 cll� PROJECT: -------------—--------------- ----------- %J v (2)2XI2 DF#2 KARAGOUNIS FAMILY POOL HOUSE 28 1 1y2” V ----------------------------------------------------------- ...................................... -----------....... ------------------------------------- DRAWNGTITLE: ROOF PLAN FOUNDATION & FRAMING PLANS 4'� 9 24'-2 Z Ile' [�XIEN\, 11-05-2021 U'..... 1)12 C/ _T No: 2021-02 PROJEC 4F ZYRA Y;CFP ...- .---I--- ---------------------------------.......... CHE KED B'Y*, CFP DWO,No 1 ]k q -7 0 02.00 _�FR A,M I N P! AN r-z_\�RO T PLAN Zr T_ 0------ I L4 T 011 112" 1 0" SCALL: 1 2 , I