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HomeMy WebLinkAboutTR-9994 Glenn Goldsmith,President *OF SO(/rTown Hall Annex V' A. Nicholas Krupski,Vice President �� l0 54375 Route 25 P.O.Box 1179 Eric Sepenoski .�-� Southold,New York 11971 Liz Gillooly va Elizabeth Peeples � � Q Telephone(631) 765-1892 Fax(631) 765-6641 NTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 17, 2022 - Robert W. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: CATHERINE CAHILL 495 BAYVIEW AVENUE, SOUTHOLD SCTM# 1000-52-5-23 Dear Mr. Anderson: The'Board of Town Trustees',took the following action during'its reg ulair.meeting held on 'Wednesday, February 16, 2022 regarding the above matter: WHEREAS, Suffolk Environmental Consulting, Inc., on behalf of CATHERINE CAHILL applied to the Southold Town Trustees for an Amendment to V1Wetland Permit#9994 under the provisions of Chapter 275 of the*Southold Town Code, the Wetland Ordinance of the Town of Southold, application-dated-January 7, 2022, and, WHEREAS, said application was referred to,the-Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, = WHEREAS, the LWRP Coordinator issued a recommendation that the application be- found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 16, 2022, at which time all interested persons were given an opportunity to be heard, and, NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#9994 to demolish existing dwelling (project meets Town Code definition of demolition) and construct additions to the northerly corner of the existing dwelling (416sq.ft.), easterly corner (138sq.ft.), southerly corner (140sq.ft.), and second floor (345sq.ft.); construct a proposed portico to the landward face of the existing dwelling (19'3sq.ft.); remove and reconstruct the existing seaward deck in-place; construct a second floor deck (186sq.ft.), above the existing seaward concrete platform; replace asphalt driveway with gravel; install an IA/OWTS septic system; construct a porch along the landward side of the existing dwelling (194sq.ft.); and to establish and perpetually maintain a 10' wide non-turf buffer landward of the existing bulkhead thereon and landward of the tidal wetland boundary thereon; and as depicted on.the site plan -prepared by Todd O'Connell, AIA, last dated March 8, 2021, and stamped approved on February 16, 2022. Fees'mus'be paid, if applicable, and permit issued ,within six months of the date,of this notification.'. + In'spections are required''at-ajee of$50.00 per_inspection,'� '(See attached schedule.) , " Fees: None This is not a determination from any other agency. )Z4 I/ A Nicholas Krupski, Vice- President Board of Trustees /dd Glenn Gol6'� i, President ��SUf �i O Town Hall Annex A.Nicholas KrLpsKi; Vice President 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly �4, ��� Southold,NY 11971 Elizabeth Peeples ��l �a Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD l Date/Time: Completed infield by: Suffolk Environmental Consulting on behalf of CATHERINE CAHILL requests an Amendment to Wetland Permit#9994 to demolish existing dwelling (project meets Town Code definition of demolition) and construct additions to the northerly corner of the existing dwelling (416sq.ft.), easterly corner (138sq.ft.), southerly corner (140sq.ft.), and second floor (345sq.ft.); construct a proposed portico to the landward face of the existing dwelling (193sq.ft.); remove and reconstruct the existing seaward deck in-place; construct a second floor deck (186sq.ft.), above the existing seaward concrete platform; replace asphalt driveway with gravel; install an IA/OWTS septic system; construct a porch along the,landward side of the existing dwelling (194sq.ft.); and to establish and perpetually maintain a 10' wide non-turf buffer landward of the existing bulkhead thereon and landward of the tidal wetland boundary thereon. Located: 495 Bayview Avenue, Southold. SCTM# 1000-52-5-23 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7: Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and-related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: WX I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples Other TABLE R501.2(I) CLIMATIC AND GEOGRAPHIC DE51ON CRITERIA - CLIMATE ZONE 4o SUBJECT TO DAMAGE WIND DESIGN FROM -H t TrE C s- GROUND SPEED TOPOGRAPHIC SPECIAL WIND 5EI5MIO ARSHAMOMAME HJARBOR TODD O'CONNELL SNOW (MPH) EFFEGT5 WIND BORN DESIGN WEATHERING FR05T LINE TERMITE WINTER ICE FLOOD AIR MEAN AR CH ITECT P.C. LOAD REGION DEBRI5 CATEGORY DEPTH DE51GN BARRIER HAZARD5 FREEZING ANNUAL ZONE TEMP REQUIRED INDEX TEMP N 42058'54" W 100.40' TODD O'CONNELL, AIA I MILE FROM100 Veterans Memorial Hi ghwa Y 20 150 NO NO GOA5T AND B BOF 3 FT MOD TO wIS lt FIRE LAND SEVERE BFG HEAVY 5EE BELOW YE5 NONE 5aa 510 F v"' Hauppauge,Suite 120 _ -� auge,NY 11788 ME P(631) 650-6666 N TEMP: F(631)650-6667 WINTER DE516 Ap ARENT H H RAHM 1 C(516) 658-0325 • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURES OF NOT LESS THAN 66°F AT A POINT 5 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY 1 ATER AS F HIGH WATER ALONG WOOD • SYSTEM DESIGN SHALL BE BASED ON MAN'12°F HEATING,MINIMUM'75°F COOLING. 1212314022 _ BULKHEAD _ .r r � • DEGREE DAYS(NY LAGUARDIA) 4811,WINTER DESIGN TEMP IS°,DRY BULB 89°F,WET BULB 7 2 5° F (200 APG APPENDIX D) _ _._.-._.-._._._• - _.-.-.-.-.-._ • A5 PER NY5BC 2020 CHAPTER 16 SECTION 16011 AND ASCE 7 2016,WIND EXP05URE CATE60RY AND SURFACE ROUGHNE55 15 B _-Bx5.13 l(�f`' a r4 rpt=fila rrr; • USE G FOR 130TH 501JTH SHORE AND FIRE ISLAND .'1 ��� MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS pS-�'� x5.54 1 WETLANDS AS FLAGGED WET- __ _ _ - - - - _ -_- __._. _ 2_OI_VE�E8 ELEVATION LAT WINTER 5UMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE BY SHAWN M. BARRON, --- _ _----- HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE 1 �� X.34- ZONEX FACTOR TEMP COOLING M.S.ON JANUARY 25,2021 x 5.76 �090 1 I 108 FT 41° N 45° F 86° F 1.00 70° F 75° F 55° F '/���•-' 1 0coOoZo �; cn COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY WINTER 5UMMER -� F x6.51 1 0 TU DIFFERENCE HEATING COOLING NET BULB RANGE HUMIDITY HUMIDITY 11° F 15 MPH 7.5 MPH 72° F MEDIUM (M) 40% 52 OR ® 50% RH _ - 1 I c:) c/) w 1 O) raoo cn gT 7.42 ,x 7.51 m 01 7.68 : 20.6 7.81 cJJ 1 CD CD ............................. .....................:....... CD tr 15.72' ne°�o` 1 I _ 1 (V PROPOSED 1 STORY 1 '7° : ::, :'': ': I I- #K ZON I NO INFORMATION ADDITION 140SQ.FT. z E:1 4 TOWN OF SOUTHO D162 19.50 E €€ aA€ - � � � �.:'�:.:��..•.•.•.•.•.•...................... � J ,,� IIT 'vii? 't�i ' 19.36' U� SECTION: 52 BLOCK: 50 LOT(S): 25 YOM _ z I v 1 Z ZONE: R-40 REQUIREDXI 1 E STING S PROPOSED PROPOSED 2ND STORY I I _ . LOT AREA 40,000 SQ.FT. 23,38x.8 SQ.FT. NO CHANGE ADDITION(345 SQ.FT.) ........ AA ... I LOT WIDTH 150 FT. *100 FT.* NO CHANGE rou� noN u x FRONT YARD 50 FT. 118.2 FT. NO GRANGE 1 NE 17'0 �X . '� ~: I I PROPOSED 1 STORY ° 0 0 x8.21 x8.73 "`.:::<:`::::::::`:`:::: Q :n° �k � --'"-�- REAR YARD (TO PROPOSED INTERIOR " ` _'I' I ADDITION(416 SQ.FT.) U_ w = v -�� - 50 FT. 46.2 FT. NO CHANGE I :L�m s a �9 ...:..:..:..:..:.:.:...:.:.:.:.:... BULKHEAD) SUNKEN POOL. 1 19.31 m°-'j k�a w REAR YARD (TO HIGH PROPOSED 1 STORY PAVE WALK r, - 1 Z W'- Z,x°v N Ql _ 50 FT. 64.1 FT. NO CHANGEILI WATER ZONE) ADDITION(138 SQ. FT.) x 8.2 -- N o m W ✓12Q2 �� aty�1 yQg� 1 PROPOSED PORTICO i _ °o tu ���® SIDE YARD (MIN) 15 FT. 16.2 FT. 15.12 FT o m p w (193 SQ.FT.) °- =o w v 51 DE YARD (ACG) 55 FT. 55.7 FT. 55.05 FT I 1 W= �, W o (11OH1nOS �O NMOl BUILDING HEIGHT 55 FT./ 2.5 5TY. N/A FT./ 2 5TY. 50.1'1 FT 1 I o J w o s m o 0 O Si31"n� i. �O (��ivoo a > i q� LOT COVERAGE 20 % 10.4 % 16.6'1 % = w <J~4 a P F z o LLwISOM 0-7 jLnH_NW 27.90' � Q LOT GOYERAOF 1 I W Z Z=�lu�a� 3:o° z ZONE: R-40 SQ. FOOTAGE 1 a LOT AREA 23 8Q.8 SQ.FT. Ix 7.19 x 6.85 - __ < 1 I H<< wli-os D NET LAND AREA 2,224.8 50.FT. N I x 6.58 cfl TOTAL BUILDABLE AREA 21,165 SQ.FT. 01 -I � 1 IST FLOOR 2,855.15 SQ.FT. 1 PROPOSED PORTICO las SQ.FT. I 1 GAZEBO 80 5Q.FT. 1 REAR CONCRETE PLATFORM 106 50.FT. I 1 z WOOD DECK 2x4 SQ.FT. tu I I j z 1 O O TOTAL 5,528.15 SQ.FT. ,_____ WOOD ENCS w w z 0 5528.15 / 21,165 16.67 90 x '- HOOD- --EI- ewl _ _ z z O z O x6.61 x5.84 wV� wxV� z�v z0 x563 O wVO O O z. -1 _ FE�YIOUS 00 )( L-RA0E 551°50'00"E 100.00' x 7.05 - ZONE: R-40 50. FOOTAGE x 6.45 x 5.77 O u� LOT AREA 25,58x.8 50.FT. 0 m NET LAND AREA 2,224.8 SQ.FT. B A Y V I E W AVENUE - TOTAL BUILDABLE AREA 21,165 50.FT. w Q� 15T FLOOR 2,855.15 SQ.FT. PLOT ���� PROPOSED PORTICO IcI5 5Q.FT. FRONT WALKWAY 146 SQ.FT. SCALE: 1" = 20'-0" LU ASPHALT DRIVEWAY 1,552 50.FT. Z l 1 ` GAZEBO 80 SQ.FT. O Z - REAR CONCRETE PLATFORM 106 SQ.FT. WOOD DECK 2x4 SQ.FT. Q TOTAL 5006.15 SQ.FT. 5006.15 / 21,165 25.65 % V JU_ LU> � FEt -= -t I� OL 1 1 a 0j o OLz z IpgL-2 1 V - cv tu m Z Q O Q z w m < v 0 0 � 0 "ARCHITECTS` TODD O'CONNELL ARCH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516) 658-0325 CRAWL ;rr (ca,t r.;:I"r�iii.r-.r c,rw t;, SPACE 24"X24"XI2" P. GONG. FTG. (TYP) — -� 14"0 SONO TUBE FILLED I�_j bxb AGO WOOD 501-0W/5500ps1 POST (TYPICAL) CONCRETE MIN. 56" BELOW(RADE (TYP) CRAWL 12'-0" SPACE ACCESS (3)15/4"xV4" ML LVL TF t :f= - - - - -'- - � — WATER 8" POURED CONCRETE1 I m FOUNDATION WALL (5,500 PSI CRAWL O �- MIN) I ` .' i O 2" POURED CONCRETE RAT ILI 2x8 FLOOR JOISTS SPACE � ry SLAB (5,500 PSI MIN) AND 612 BELOW VAPOR BARRIER OVER 4" DRAWL ZFACE 0 t I .I DEEP COMPACTED GRAVEL. I ( m �AGGE 5 � Q ILL v � ® PROVIDE EXPANSION � JOINTS AT WALL. LU 20"x10" POURED CONCRETE - N I U- TIE NEW FOUNDATION TO FOOTING (5,500 P51 MIN) TO REST N O � O EXISTING W/ #4 REBAR 0 24 ON UNDISTURBED VIRGIN SOIL (5' �, X O.G. VERTICAL;MINIMUM OF 2; 0 z DEEP MIN); W/(2) #4 REBAR, 2"x4" (5)5 YY STEEL PIPE X EXI5TING BEAM TO BE GROUT FILL SOLID (TYPICAL) KEYWAY E WALL GR NL COLUMN WITH 24"x24"x12" � OUT AND SAT ON THE WA'TERPROOFINOOFIN6 MEMBRANE AND I v 2" iZIGID INSULATION. I POURED CONCRETE PROPOSED COLUMNS. w SPACE FOOTING + (2)#4 REBAR — — � o�`'- qWW I ON EACH DIRECTION. TIE NEW FOUNDATION TO EXISTING W/ #4 REBAR ® 24" WASTE — HAUNCH SLAB AND 12X8 F.J. a Ib" O.G. O.G. VERTICAL;MINIMUM OF 2; �; 771 PIN TO EXISTING I m F Q Q o } GROUT FILL SOLID (TYPICAL) I I - -—B. - �� 3 2x8 EXIST. BEAM FOUNDATION WALL. 2)2X8 BM_ I «. .: .' I z z v z s w LL o [Ll �y 62•BELOW ' ' F?�m� p _._1 = No ooZm w NOTE' I ?. I I' 8" POURED CONCRETE EXISTING BEAM TO BE o z w w v GUT AND SAT ON THE NEW FURNACE DIRECT VENT MUST I FOUNDATION WALL (5,500 PSI L„ o o 8" POURED CONCRETE PROPOSED COLUMNS. I I MIN) w x x 4 ai�Q o"E',-a� � O FOUNDATION WALL (3,500 P51 ' CONFORM WITH MANUFACTURER'S I oc= � ►U v --f INSTALLATION INSTRUCTIONS AND I _ u� 4 w o o F O ~ MIN) DEPTH TO BE DETERMINED I 4" POURED CLEARANCES FROM UNPROTECTED I to a Q a z CONSTABLE MATERIALS AS :M I w Q Z o o BY THE SPA DEPTH. G CONCRETE RAT CELLAR INDICATED ON THE APPLIANCE I I LE � J o SLAB (5,500 P51 b C. Q LABEL AS PER MI506.1 OF THE REMOVE EXISTING SLAB AND I MIN) W/ bxb m UT �- N N.Y.S. GODS I I I 20"x10" POURED CONCRETE Q o z REPLACE IT WITH A LOWER SLAB o o? W.W.M. AND p N0 I I FOOTING (5,500 PSI MIN) TO REST w o TO A DETERMINED DEPTH PER VAPOR BARRIER I NN�IRECT VENT HOT WATER ( I ON UNDISTURBED VIRGIN 501L (5' v THE SPAS HEIGHT. I I OVER 4" DEEP - N HEATER MUST CONFORM WITH I I DEEP MIN);W/(2) #4 REBAR, 2"x4" ' o E a O t COMPACTED ;. w' B J GRAVEL. X INSTRUCTIONS. MANUFACTURER'S WRITTEN I I I WATERPROOFING MEMBRANE. �_ N Q v O z m PROVIDE 2 POURED CONCRETE RAT I I z F zo TIE NEW FOUNDATION TO I �' z`� 3 " EXPANSION O w PROVIDE UNDERPINNING TO � SLAB (3,500 PSI MIN) AND � ( =v�����'=o- Z MATCH THE DEPTH OF THE NEW JOINTS AT WALL. VAPOR BARRIER OVER 4" EXISTING W/ #4 REBAR a 24" ( I Q= Q w O.G. VERTICAL; MINIMUM OF 2; I Q Q a o Q o o p SUNKEN SPA. DEEP COMPACTED GRAVEL. I 4 = w w z4I o ° I PROVIDE EXPANSION y�TER OIL TANK GROUT FILL SOLID (TYPICAL) I ~•' I JOINTS AT WALL. o •''' EXISTING I �' FOUNDATION I I I I r ° I ° 8'-6" WALL TO 2" POURED CONCRETE RAT .. ,.. ACCOMMODATE SLAB (5,500 P51 MIN) AND ® I 2"x10" LEDGER FOR NEW VAPOR BARRIER OVER 4" `' LAO TO EXI5T WITH)Y � a CRAy� DEEP COMPACTED GRAVEL. IL AND b LAO BOLTS I O.G. I ~ SPACE PROVIDE EXPANSION I I STAGGER TECO JOISTS TO ACCESS A5 JOINTS AT WALL. X LEDGER WITH ZING COATED I I I I ~ IN I I OR HOT DIPPED GALVANIZED I I 4" POURED CONCRETE RAT SLAB I Z 3 w L_ BY GORE— — — — — — — — — — — — — -.: I (3,500 PSI MIN) w/ bxb W.W.M. AND I I z cv I I I + I VAPOR BARRIER OVER 4" DEEP I I O COMPACTED GRAVEL. PROVIDE — — — 8X16 — — — — — — — — — — — v O I I EXPANSION JOINTS AT WALL. f w w Z 0 (n v FOUNDATION �? f(1 I I I I z Z O O I '•' I I = = vv .y L - - - - - - - - - - - - - - w w z q)- - - - - -� I ~ ~ z I I Z z � �- ACCOMMODAFOR NEW DROP FOUNDATION WALL TO I -� -► O X TE O u v u w Z OVERHEAD GARAGE DOOR ABOVE. N 0 . - - - - - - - - — — — — — — — — — — - -� L - - - - - - - - - - - - - - - - - � I 8402.2 CONCRETE — CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F' cl Q AS SHOWN ON TABLE R402.2 CONCRETE SUBJECT TO MODERATE OR SEVERE — — — — — — — — — — — — — J WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE AIR ENTRAINED AS O to-o SPECIFIED IN TABLE R402.2 THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, 51LIOA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN _ # 23'-0" Iq_q�� CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, LU CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOU5 MATERIALS SPECIFIED IN SECTION IQ.3.5.4 OF AGI 518. MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE Ir APPLICABLE STANDARDS LISTED IN CHAPTERS Icl AND 20 OF AGI 318 OR AGI 332. LU 51'-65Z v " /8 MINIMUM S SPECIFIED CIFIEDH OMP RESSIVE O ZR] r FOUNDATION FLOOR FLAN 50ALE: 1/4" 1'-0" TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIALb 1--1 <— OENERAL NOTES NEOLIGIBLE MODERATE SEVERE ,- STAIRS GUARD NOTE: BASEMENT WALLS, FOUNDATION AND OTHER `n I. CARBON MONOXIDE ALARMS AND CARBON 3. ALL CONDITIONS AND DIMEN5ION5 6. ALL WOOD POSTS SHALL BE BUILT 10. ALL ANCHORS, STRAPPING AND (TO COMPLY WITH 2020 R.G. OF NY5 R511$R512) CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500` " ' t MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE UP WITH (2) 2X4'5 NAILED TOGETHER W/ CONNECTORS AND HARDWARE TO BE -5TAIRWAYS SHALL NOT BE LESS THAN 56" IN CLEAR WIDTH ABOVE THE PERMITTED IN BUILDINGS AS REQUIRED IN AGGORDANCE GENERAL CONTRACTOR AND REPORT IOd NAILS @ 8" O.G. UNLESS OTHERWISE SIMP5ON STRONG TIE OR AN APPROVED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT BASEMENT 5LAB5 AND INTERIOR SLABS ON Q WITH THE 2020 FIRE CODE OF NYS-SECTION ANY DISCREPANCIES TO ARCHITECT NOTED MANUFACTURE AND TO BE INSTALLED AS -MINIMUM HEADROOM HEIGHT TO BE 6-8" GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 2,500 2,500` �O x15.4 (CARBON MONOXIDE DETECTION PRIOR TO START OR CONTINUATION PER MANUFACTURE WRITTEN -MAX RI5ER SHALL NOT EXCEED SY4" BASEMENT WALL5, FOUNDATION WALLS EXTERIOR q) SYSTEMS) FOR REE51DENTIAL BUILDIN05 . OF WORK 7. ALL FRAMING SHALL COMPLY WITH INSTRUCTIONS- UNLESS OTHERWISE NOTED -MIN TREAD SHALL NOT BE LESS THAN 01" WALLS AND OTHER VERTICAL CONCRETE 2,500 3,000d 5,000d Am INTER-WIRED FIRE/SMOKE AND CARBON THE 2020 NYS RESIDENTIAL -STAIR PROFILE: NO51NG5 SHALL NOT BE LESS THAN 5/4" NOR MORE THAN V4" WORK EXPOSED TO THE WEATHER O CD MONOXIDE DETECTORS WITH BATTERY 4. NO GALV. NAILS OR CONNECTORS IN CODE 11. ALL ENGINEERED LUMBER TO BE -HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH PORCHES, CARPORT 5LA55 AND STEPS EXPOSED BACKUP AS PER NFPA 720 AND SEG. R5I4 AGQ. LUMBER ARE PERMITTED. ALL CLADDED AND SEAL AS REQUIRED TWO OR MORE RISERS. To THE WEATHER, AND GARAGE FLOOR 2,500 3,00040" 5,50odo" O O 8. ALL EXTERIOR PORCH/DECK/ SLABS AND R515 OF THE 2020 RESIDENTIAL CODE CONNECTORS AND FASTENERS FOR ACQ STAIR FRAMING TO BE PORCH/DECK/ TO PROTECT AGAINST THE -TOP OF HANDRAIL SHALL NOT BE LESS THAN 54" AND NOT MORE THAN 38". OF NYS SHALL BE INSTALLED IN DWELLING LUMBER MUST BE STAINLESS STEEL OR STAIRLUMBEF U.O.N. WEATHER ENVIRONMENT -ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS l� HOT DIPPED GALVANIZED G-185. FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE FOR SI: I POUND PER SQUARE INCH=6.SG5 kPa OL UNITS OUTSIDE OF EACH SEPARATE �. ALL ELECTRIC, TO REMAIN AND LOWEST RISER OF THE FLIGHT. z a. 5TRENOTH AT 28 DAYS FURI�'N&'SLEEPING AREA IN THE VICINITY OF T E 5. AS PER SEG. 8310 EACH HABITABLE MODIFIED TO ACCOMMODATE NEW -ENDS SHALL BE RETURNED ORSHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. b. SEE TABLE 8301.20) FOR WEATHERING POTENTIALBEDROOMS. WHERE: AFUEL-BURNING ROOM SHALL HAVE AT LEAST ONE CONSTRUCTION. FINAL ELEGTRIG TO -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN V:2" BETWEEN �. CONCRETE IN THESE LOCATIONS THAT IS SUBJECT TO FREEZING AND THAWING ; _ p APPLIANCE 15 LOCATED WITHIN A BEDROOM OPERABLE WINDOW FOR EMERGENCY BE DETERMINE IN THE FIELD THE WALL AND THE HANDRAIL. CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d. rr OR ITS ATTACHED BATHROOM, CARBON EGRESS WITH A MINIMUM CLEAR -HANDRAILS SHALL NOT PROJECT MORE THAN 4Y2" ON EITHER SIDE OF THE STAIRWAY. d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME.OF (:1 MONOXIDE DETECTION SHALL BE INSTALLED OPENING OF 5.7 5Q. FT. (GRADE CONCRETE) SHALL BE NOT LESS THAN 5 PERCENT OF MORE THAN 7 PERCENT. � w -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE 50 ABOVE FLOOR OR GRADE. � W WITHIN THE BEDROOM. FLOOR OPENINGS SHALL HAVE A 0. SEE SECTION 402.2 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT. 'r Oi ~ -GUARDS/RAILINGS SHALL NOT HAVE A GAP OF PASSAGE OF MORE THAN 4" f. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOT A�C�AIRrI - N 1 OZ Z 2. ALL ELECTRIC WORK SHALL BE 15 " MINIMUM CLEAR OPENING OF 5.0 5Q. CONTENT (PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3 PERCENT ISP RM TTED IF i N {{ 6; FT.). THE MIN. HT. OF OPENINGS TO THE SPECIFIED COMPRESSIVE 5TRENOTH OF THE CONCRETE IS INCREASED TO NOT Ii �'S THAI PERFORMED IN ST�:IGT ACCORDANCE BE 24 AND MINIMUM WIDTH TO BE 20 r ; ' ��� WITH THE LATEST EDITION OF THE N.E.G. 4,000 P51. � �c . v O Z AND THE BOTTOM OF OPENINGS NO w HIGHER THAN V-8" A.F.F. �L J O v f ry f 7X it L H ri T F it"t S' TODD O'CONNELL O 10 O ARCHITECT P.C. (2)13/4"x11 Y4" ML LVL TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 11 Q 11 GENERAL NOTES Hauppauge,NY 11788 X O P(631) 650-6666 ^� N F(631) 650-6667 11 DEN I. CARBON MONOXIDE ALARMS AND CARBON 3. ALL CONDITIONS AND DIMENSIONS C(516) 658-0325 MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE 8'-O" GLC. HT. IN BUILDINGS AS REQUIRED IN ACCORDANCE GENERAL CONTRACTOR AND REPORT srr� r�t {��j93:rirrt�t�� WITH THE 2020 FIRE CODE OF NY5-5E0T1 ON ANY DISCREPANCIES TO ARCHITECT GONG. J 1115.4 (CARBON MONOXIDE DETECTION PRIOR TO START OR CONTINUATION ' rts; rrt;fs� rr '" PLATFORM WOOD DECK SYSTEMS) FOR RESIDENTIAL BUILDINGS . OF WORK INTER-W I RED FIRE/SMOKE AND CARBON ® Ib" O J 2X10 WD F. . .G. MONOXIDE DETECTORS WITH BATTERY 4. NO GALV. NAILS OR CONNECTORS IN NEW EXTERIOR WALLS CONSTRUCTION AQ �r BACKUP AS PER NEPA 720 AND SEG. R314 A00. LUMBER ARE PERMITTED. ALL -2X4 K:k OD STUDS ® Ib" O.G. 2ND STORY WOOD X 2Xb SLEEPERS RIPPED 0 PER FOOT AND R515 OF THE 2020 RE5IDENTIAL CODE CONNECTORS AND FASTENERS FOR ACQ PROVIDE R-I5 KRAFT FACED BATT DECK ABOVE �� OF NYS SHALL BE INSTALLED IN DWELLING LUMBER MUST BE STAINLESS STEEL OR INSULATION AND 1/2" INTERIOR GYP. - '� - ���- - - - - - - - HOT DIPPED GALVANIZED G-185. BD. (SEI= SPECIFICATION AND NOTES) �-•�(3)13/4"x11Y4" ML LVL-� I -� (3)13/4"xI1V4" ML LVL UNITS OUTSIDE OF EACH SEPARATE AND 1/2" EXTERIOR PLYWOOD CONGEALED CONGEALED SLEEPING AREA IN THE VICINITY OF THE 5. AS PER SEG. R310 EACH HABITABLE SHEATHING, AIR INFILTRA-ION o v, BEDROOMS. WHERE A FUEL-BURNING d-i ROOM SHALL HAVE AT LEAST ONE BARRIER AND 51DINO AS 5HOWN ON O (2)2X10APPLIANCE IS LOCATED WITHIN A BEDROOM OPERABLE WINDOW FOR EMERGENCY ELEVATIONS. PROVIDEY2' RIGID b'-�4'. I I X p W8X21 STEELBEAM DN =� OR ITS ATTACHED BATHROOM, CARBON EGRESS WITH A MINIMUM CLEAR INSULATION BOARD BEHIND SIDING. - _ __ __-_ _ MONOXIDE DETECTION SHALL BE INSTALLED (2)13/4"xl Y" ML LVL O (2)13/4"xl4" ML LVL --- OPENING OF 5.7 SQ. FT. (GRADE __., �,--_. ._._. .�.is N 4 1 - WITHIN THE BEDROOM. 7 - 1 + €I �I II N FLOOR OPENINGS SHALL HAVE A HOVE ❑ _(2 _,r .tr i_ 1� I MINIMUM CLEAR OPENING OF 5.0 SQ. 2. ALL ELEGTRIG WORK SHALL BE i() Wiz ^ - PERFORMED IN STRICT ACCORDANCE FT.). THE MIN. HT. OF OPENINGS TO q- 1 O O `� WITH THE LATEST EDITION OF THE N.E.G. BE 24 AND MINIMUM WIDTH TO BE 20 II 7— A AND THE BOTTOM OF OPENING5 NO GUT EXISTING .-- HIGHER THAN 3-8 A.F.F. z . DINING ROOM I I lo'-o" ° V O ;_� BATHROOM. NEWol\ "~'�R��M 8'-O" GLC. HT. n '' i d M O p PLUMBING FIXTURES KITCHEN x AND FINISHES A5 - I ? _ m ___� HEARTED _� L I I - 8-o GLC. HT. SELECTED BY OWNER. d °- �� I 4" ° -I--' 6. ALL WOOD POSTS SHALL BE BUILT 10. ALL ANCHORS STRAPPING AND z �; 1 SUNROOM — ro II ® ' =�o� 14' 4" 5�-2' I UP WITH (2) 2X4'5 NAILED TOGETHER W/ CONNECTORS AND HARDWARE TO BE O }- - -- r- _ - - ! i r 5IMP50N STRONG TIE OR AN APPROVED v z I p II e e x p � IOd NAILS � 8 O.G. UNLESS OTHERWISE 2X8 F.J. o Ib O.G. l� d l0 = 1 € I it _ NOTED MANUFACTURE AND TO BE INSTALLED AS iII1'• ,,,, + I ALIGN TOP PLATE OF � r , I€ ____� 6e I I i; PER MANUFACTURE WRITTEN v LL=EX15T_1__G 27C_$rv�,.J. I_.�,___. _. I! i �..-__.____.I J PROPOSED ADDITION WITH -r ALL FRAMING SHALL COMPLY WITH INSTRUCTIONS- UNLESS OTHERWISE NOTED m ° ! € I € O CUES R OM 1111 I w �1 ____ = = W--_ ADJACENT KITCHEN WALL TO THE 2020 NYS RESIDENTIAL ° v K o u i i ...____. ______ ..._______ HAVE SFT CEILING HEIGHT. p lu E ---`v� CW®.__=®==- I I.._-_-- ! ! i PANTRY - - CODE N 11. ALL ENGINEERED LUMBER TO BE €I I c>, e \ 8. ALL EXTERIOR PORCH/DECK/ REWIREDm °Q )- X ! u� CLADDED AND SEAL AS °o o TO PROTECT AGA I NST THE z u w w JI/4"x 4" ML LVL + IN €I 3 ° I! - ~ o a] DN �_ U► — — I — m i STAIR FRAMING TO BE Ar-,O z w v�z o V w�N ,� loll 3 EL 26x68 civ n �, im - WEATHER ENVIRONMENT 15R LUMBER-U.O.N. - m w o ' _ FLITCH PLATE FLUSH _ �� _ _ _ J, I11. ALL ELECTRIC TO REMAIN AND o z J z v J X W8X21 STEEL BEAM v q z w x > z � MODIFIED TO ACCOMMODATE NEW w w_O�Z o o W o W v -•� (.. m � Q � ��}Q��Z°mi=d � �O R it (2)2x8 B LABEL DOOR 11 J O llif CONSTRUCTION. FINAL ELECTRIC TO J �FQw TYPICAL INTERIOR d __ L I VI NG ROOM Q Q F z I C I BE DETERMINE IN THE FIELD ° w z—Qwo a SW I MEX I WALL CONSTRUCTION: wi I I __,_ 8'-0" GLC. HT. m i I I d Z o 2"x4" STUD WALL ® J ! E N -� OPEN GUARDS 0 �- u w °} -,� INSTALLED PER I � p (I ------- �J(I ! i I � � ,�!�w p�C�o��w M d ________. SHALL HAVE __..-___._ i.< ,� * z �� MANUFACTURER'S N ____._____.____._____.___.___ x �'> Q N v N WRITTEN I I O Y2 GYPSUM BOARD O I I ._.._._.._.............. civ I BALUSTERS OR I ! o� v N° FINISH _ _____ I I a Q o ov_' z + ORNAMENTAL �r - NEW UL APPROVED PRE-FAB w ° _(39 SPECIFICATIONS. � - u. II -�� J I I ._._._______ J-1 PATTERNS SUCH tu GAS F.P. TO BE SEL. BY u w w ~ x 0- I THAT A X Q 4'-0"—,* I i o> O a I- _---_- w '� I I -��-� �I 4-INCH-DIAMETER � � I OWNER• EXTERIOR COMBUSTION � I II - i ! AIR DUCTS SHALL BE A LISTED _ SPHERE CANNOT l� �- i i 1 3,_O„ F.J. ® Ib" O.G. z I __ _ PA55 THROUGH z ! 2X10 F.J. RIPPED A COMPONENT OF THE F.P.; u o o Q v° - - _ ----__ I I ` NSTALL ACCORDING TO ? z p _ _ I V I I __ X J) ANY OPENING UP N E EXISTING 2X8 G.J. I 1 Y4 PER FOOT Ib O.C.O �'° ff"P ,� ,� `� I E I w I I n GL (I wl I TO A HEIGHT OF w i MANUF. INSTRUCTIONS. J m rn _ _ T`J I m I I cIn - 34 INCHES. ! I I FIREPLACE STONE __ _ _min €11 ��QQ�mo°Yos Q cv O �_ � 0 II ;i I ARA�CE FIN15H AS SELECTED nl m J`1 I NEH STAIR TO I I BATH. II i� ti\ MEET 2020 IRC. BY OWNER. 3 it l v v v Y f0 lix COMPOSITE E ,I �" � I!— — —t— — — (2)I/4 X"1Y4 ML LVL + DOUBLE FLOOR JOIST UNDER _ __ °S n " DECKING \` !r - .._i / _-_ X__ .. ___ _ _____ _ �7 - - I PARALLEL WALLS ABOVE. ! iII m OVER GRAVEL. _ ( ...._; i \ _____ _ _ ._ _ _. .._ _ _ --- FLITCH PLATE FLUSH I I I 1 I I EXISTING ___ ,._ -----.-- - -� I o e;\\--(2)I3/4"X1V4" ML LVL � FOYER JA (3)I/4"xl'4" MLLVLSHOWER DRAIN I 1 3 xb (I) 3/4'x7" STEEL „ O (2)13/4"x I Y4° ML LVL UPTURN CONNECTED TO EI III 11 FLITCH PLATE FLUSH n 8 O GLC. HT. 9 G.J. N EXISTING , L. ..... J; I! 1� O NOTE ANDERSEN 400 SERIES ® Ib' DRYWELL =� ______j_ i 11 I WINDOWS OR EQUAL TO BE O.G. F \ ! I INSTALLED I W x 2X10 G''1' , V I15TALL HEAT DETECTOR v z I ° O Ib O AS PER 314.2.3 0 HOLD ® ® ® GL. ® GL. m - - - - - - - - - - - - - DOWN •. . I — I W W I � � � � I° zzoo (2)13/4"XII Y4" ML LVL (2)2X10 = 2)13/4°xN'4" ML LVL _ w m NI 1< vI I n = v O \I g1 bXb WD POST = -'i I 1 O L — — —'I F t- z UJ ` Z Z T O ry z0 I PROVIDE g/8" TYPE "X" ON WALLS I J .0 LU LU Z to X O 1[ED 14X& WD POST v AND CEILING ♦_� GOY RED (3)13/"xl V, M LVL v v v w z ���-A �•� N \ I 014X4 WD POST I I \ IN �0/COLUMN EL PIP= 16°X8° OVERHEAD GARAGE DOOR N r;j ..� (2!13/4"xIV4' ML LVL �... HOLD-DOWN 0 ABOVE POINT W LOADS OC b'-4" I I'-4 8.. 8._2/8" 5'-O" b'-b" b'-b" Q'-102" q'-lOy2" 13'-O" IQ'-Q" 71 LU 63'-Sy4' z V NEW EXTERIOR WALLS CONSTRUCTION Z.- -2X4 - -2X4 WOOD STUDS ® Ib" O.G. 7 ujt— PROVIDE R-I5 KRAFT FACED BATT INSULATION AND 1/2" INTERIOR GYP. BD. (SEE SPECIFICATION AND NOTES) AND 1/2" EXTERIOR PLYWOOD Q SHEATHING, AIR INFILTRATION �- BARRIER AND SIDING AS SHOWN ON (n ELEVATIONS. PROVIDE Y2" RIGID STAIRS $ GUARD NOTE: < V I t INSULATION BOARD BEHIND SIDING. (TO COMPLY WITH 2020 R.G. OF NYS R311l$8312) v •_ -STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH ABOVE THE PERMITTED ^ >. HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT -MINIMUM HEADROOM HEIGHT TO BE �6'-8" LU 1� O -MAX RISER SHALL NOT EXCEED ,DY4 q) < //�� -MIN TREAD SHALL NOT BE LESS THAN 11" 0 F I RST FLOOR FLAN -HANDRAROFSHAL LBE PROVIDED ON AT LEAST ONE SIDE O5IN05SHALL NOT BE LESS THAN 5/4" R EACH STAIRWAY MORE THAN WITH SCALE: I/4" = I'-O" MORE RISERS. -TOP OHO RF HANDRAIL SHALL NOT BE LESS THAN 34" AND NOT MORE THAN 38". 0 0 -ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS OL ' FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY_ABOVE THE ` z LOWEST RISER OF THE FLIGHT. v K -ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFE !: ,.TERMINACST� j -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAI y'l'_.-BET1^IEEN O THE WALL AND THE HANDRAIL. ,�! -" I -HANDRAILS SHALL NOT PROJECT MORE THAN 4Y2" ON EITHER SIDE OF THE 5�AIi�WAY,,, O w -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE 30" ABOVE FLOOR 01;k ADEM � -GUARDS/RAILINGS SHALL NOT HAVE A GAP OF PASSAGE OF MORE THAN 4" I N z z Lig I cQ i N m d z -Q o 1.0 -W-1 'eeex4em�'• w ,I R.0 W"I`f E Csl S ,1(,-TODD O'CONNELL CH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 OPEN GUARDS Hauppauge,NY 11788 SHALL HAVE BALUSTERS OR P(631)650-6666 ORNAMENTAL F(631) 650-6667 PATTERNS SUCH C(516) 658-0325 41'-10V4" THAT A DECK 4-INCH-DIAMETER 24'-6 6 /1-, b„ q-q C/ COMPOSITE DECKING y4 SPHERE CANNOT COLOR: AS SELECTED BY PASS THROUGH ANY 5'-Sy4" 15."15/4 f'-1134" q'-10" TO A HGHGOF UP OWNER. 54 INCHES. Al15'-83/8" Iifs Iii III Ill Iii lE ? III Iii III in Ili 1 I 1 ' its IR Ili III Eli i (1 IIIIII 2 (2)I5/4"xqV4" ML LVL Id' (2)Ig/4'XIV4" ML LVL I (2)Ig�4'xgy4" ML LVL _ m _ -- - GENERAL NOTES lT HOLDw' O t� it - A❑llI Dowty I I -� II I - I I 0====I _===�' I f 5. ALL CONDITIONS AND DIMENSIONS NEW UL APPROVED PRE-FAB II - I. CARBON MONOXIDE ALARMS AND CARBON E- # O GAS F.P. REGENCY GONTURA I I I c REMOVE EXISTING BATHROOM __ I i ® I f! I m X RG500E 6A5 STOVE TO BE I I FINISHES AND PLUMBING MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE z cv I I FIXTURES. GAP ANY EXISTING ii lf� I I : ft \� I GENERAL CONTRACTOR AND REPORT F�- v 5EL. BY OWNER; EXTERIOR I I N BUILDINGS AS REQUIRED I N ACCORDANCE iU'; I I i I ANY DISCREPANCIES TO ARCHITECT TELT COMBUSTION AIR DUCTS SHALL z _ _; I UNUSED PLUMBING LINE. w erjl�_;% I � � � ,____� �� � ��_.- ___ I WITH THE 2020 FIRE GODS OF NYS-SECTION � BE A LISTED COMPONENT OF T_ ; m I I - -_I ____._._..,r - C _..__. r C115.4 (CARBON MONOXIDE DETECTION PRIOR TO START OR CONTINUATION ON z N THE F.P.; INSTALL ACCORDING V; ,I MASTER I) i - I SYSTEMS) FOR RESIDENTIAL BUILDINGS . OF WORK Z TO MANUF. INSTRUCTIONS. BATHROOM.,= ; I -_-, INTER-WIRED FIRE/SMOKE AND CARBON NEW EXTERIOR WALLS CONSTRUCTION 0 BEDROOM '` BEDROOM -2X4 WOOD STUDS ® 16" O.G. - I II FLOOI Ali LI* I I n I MONOXIDE DETECTORS WITH BATTERY 4. NO GALV. NAILS OR CONNECTORS IN F PROVIDE R-15 KRAFT FACED BATT -' I I I LS: I� TILE �'" FLOOR:HARDwoOD I BACKUP AS PER NFPA 720 AND SEG. R514 AGQ. LUMBER ARE PERMITTED. ALL � �°�w � LL INSULATION AND I/2" INTERIOR GYP. TYPICAL INTERIOR �' If�TI~p " - t f' WALLS: PAINTED --- CONNECTORS AND FASTENERS FOR ACQ ° z o WALL CONSTRUCTION: } 1, AND R515 OF THE 2020 RESIDENTIAL CODE oq13 o v OF NY5 SHALL BE INSTALLED IN DWELLING Q N° � a LUMBER MUST BE STAINLESS STEEL OR w�-w � �_ - BD. SEE SPECIFICATION AND NOTES) �� �� ' li. x + + I = HOT DIPPED GALVANIZED G-185. �-,� w = AND I/2" EXTERIOR PLYWOOD 2x4 STUD WALL ® wi FLOOR:H WOOD w I I �w `f __ 5HEATHING AIR INFILTRATION I6 O.G. WALLS: AINTED = UNITS OUTSIDE OF EACH SEPARATE m s °�" BARRIER AND SIDING AS SF�OWN ON Y2" GYPSUM BOARD z Ij I I-.; 5D -�' f��6X6 WD POST SLEEPING AREA I N THE V I C I N I TY OF THE m ,J < °° } FIN15H �, I O 26x6a 6 O - ®/ 5. AS PER SEG. R510 EACH HABI TABLE ,n v w W w ELEVATIONS. PROVIDE IN P5101 5D X e OPEN GUARDS BEDROOMS. WHERE A FUEL-BURNING ROOM SHALL HAVE AT LEAST ONE Z W W z o o [A INSULATION BOARD BEHIND SIDING. III ,1 N 2 xc SHALL HAVE �� APPLIANCE IS LOCATED WITHIN A BEDROOM ' � Qzwm} 2x5 SLOPED G.J. ® I6 0.0 i 2x8 SLOPED G.J. ® I6 .C. - - I® 4X6 WD POST OPERABLE WINDOW FOR EMERGENCY v a o w civ DN. �y BALUSTERS OR O n �_/ OR ITS ATTACHED BATHROOM CARBON 3 z u,k-j z ° "( ` 14R O ORNAMENTAL ty O � �� °z=_ 2 w toN 0 EQ. - EQ. I ! 5D H n OPEN NG OI F 5 1 SQ I FTM(GRA E w_ J o 0 z to V MONOXIDE DETECTION SHALL BE INSTALLED a 3 4, a t (Y ® 4X4 WD P05T -x,g N O w 0 N 2x6 NALI<-IN CLOSET TO BE TTHAT A �_/ WITHIN THE BEDROOM. FLOOR OPENINGS SHALL HAVE A -.__.._. .. _. __. _. - POCKET I DE IGNED BY OTHERS. _ _ G - TER `r DOOR -- `- - - 5eE}ERE GAN o_T (0�3Ys" STEEL PIPE 2. ,�,LL ELECTRIC WORK SHALL BE MINIMUM CLEAR OPENING OF 5.0 SQ. o<-I Q z o FT.). THE MIN. HT. OF OPENINGS TO d0 w -' N 5'-5" 3'-2" PA55 THROU H � COLUMN 9 PERFORMED IN STRICT ACCORDANCE 2 OPED G.J. ® " "i ANY IN UP BE 24 AND MINIMUM WIDTH TO BE 20 z �>r:24X&11 OCKET ■ HOLD-DOWN WITH THE LATEST EDITION OF THE N.E.G. o IOU Q v O TO ATGH A L II TO A H OF AND THE BOTTOM OF OPENINGS NO ► II DOOR O OOF F I— — — -- - I1 54 INCHES. HIGHER THAN 3'-8" A.F.F. v�'°w o I ABOVE POINT N Ju _ I J I - { - - II B LOADS LOPEN TO a ►�a w-m w SKYLIGHT I II IU )"( G• `�4 it z - --- - BELOW N d ~u 1°W~ o } lu ATTIC A I I 6. ALL WOOD POSTS SHALL BE BUILT 10. ALL ANCHORS, STRAPPING AND �'`',n °4-',°n`'o z M L ODEL:GO6� v ,E I pC----- z N� � NOTE: I o I _ I I tGGES�I ;I I I UP WITH (2) 2X4'5 NAILED TOGETHER W/ CONNECTORS AND HARDWARE TO BE 7 W -FLOOR DRAIN TO BE O � 4 I I I I -, - _ :r -� =- °---°=- --- - ; -=--- -= - ---- � I i IOd NAILS � 8" O.G. UNLESS OTHERWISE MPSON STRONG TIE OR AN APPROVED INSTALLI'D IN i I m I I I PROVIDE II + , NEW STAIR TO I SI pQz _ Q,u Q i I I , I U I I MEET 2020 IRC. NOTED MANUFACTURE AND TO BE INSTALLED AS w '` �' s�S (� PER MANUFACTURE WRITTEN LAUNDR•r Roots = -.__ FL 0 I DOUBLE o O -VENT DRYER TO Ll� \ I �FRAMING'I, I I ~�� 'i. ALL FRAMING SHALL COMPLY WITH INSTRUCTIONS- UNLESS OTHERWISE NOTED EXTERIOR AS REQUIRED PER PAINTED O II t— Ell: -� -� — -- ' — - ` ) THE 2020 NYS RESIDENTIAL MANUF. 5PEO. ® !-µ:- :�� I I® = _— _ I GODS IN5TALt_ PAN UNDER z I i I I 4 11. ALL ENGINEERED LUMBER TO BE v v v m AS PER I I ' O CLADDED AND SEAL AS REQUIRED AS PER MANUF. SPEC. 0 I - - I 8. ALL EXTERIOR PORCH/DECK/ TO PROTECT AGAINST THE .....__ f HO :0S LD O p = _ _ I II ) I STAIR FRAMING TO BE AGQ WEATHER ENVIRONMENT Dowty - ,-- -- 0 _ — _ __.__.._._ _. ____ _ _—_ ___ _ _ ' I LUMBER-U.O.N. x w ALL ELECTRIC TO REMAIN AND 2"XIO" LEDGER CONNECT WITH �,� 0 -. _____....- � 1.. �-�_ 4',:ML L,V__.....______"""' L _ ._�_..._ _�___ mw wr:-.._�-r--�.�_�...._�m.:{! -_ ___._..._.. ,...�......�..-...- _ _ . _.. ___-z m .--__..- _ __._............. I w w I _. ___._.. _ �- - _ _.--p --_....___.__...._ _._.___.__.___.__.....___ _._.._..__..__.__ I MODIFIED TO ACCOMMODATE NEW --H� AND 6 THROUGH BOLTS I O.G. � ��_ _ fi z tL I _ _. I j CONSTRUCTION. FINAL ELECTRIC TO t- O D -- __ ��- 0- � � � I Z ..'TAGGER TECO JOISTS TO LE GER 1 - _ _ %5 _. /8 __.. -__. _ _ ._ ( BE DETERMINE IN THE FIELD w - 1^11 TH ZING COATED OR HOT DIPPED _. �. - _ tu F— E�ALVANIZED-TYP. _ _.v_- ❑ ..� - __ __�'=�j-1�. 0�_ _- I; w z _. .._................._.............. __........�____..- _ROOF f^ 3{ !X k"C"HIT E C'T'"S ............................................._................................................................. .. ............ .................._............... [��i.. .__.._.. ..._._..__......._.._...._._._.._..�". ...�_._._. ....._....__...._.._..._..,_.._.._..._..�___._.___._._.__......�.�..._.._.._................a.." ,;..TODD O'CONNELL ARCH ITECT P.C. 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I Iz Ido ZWs � i m 14 11 3 �3�zQ� I I I \ II I F I w gz ZE3 —..... ......................_...,..-......._....�..._.— ......._........._..........._.....-...,_....,,_..,.....-.� ,-_._.._ J __ ____ _ I 1313opQtu tu o zq}- E j x 3 D TO THE N>ow pZwN�oa�p QLAG U QFO(UPPEF ATTIC) NEW ROOF OVER EXI5TIN67 ICONSTRUCTION. EXISTINASPHALT U' L�vui v o> LOUw o LL I ! i 7 SHINGLE5 UNDER NEW ROOF. to F W 'a p H�i a ROOF PITCH ROOF PITCH I I O } 8 ON 12 I ' 8 ON 12 I I I �Om�OQJ�nvOz m j z=�Wo�� o° z I 11 I ! I ! W a�w2x10 R.R. ® Ib" OC. I . 2x10 R.R. ® Ib" O.G. 4x3 ALUMINUM GUTTER W/ p Q* QI I� 5x4 ALUMINUM LEADER TO w w o tu to QC \" I I BE SELECTED BY OWNER Q Q m o o o S (] ON 1"X5" FASCIA BOARD I W/ VENTED SOFFIT -------------------- i I A(UR I O.G. PROVIDE F ATTIC VI X zIROS 2.7I IWIGROTEGTION AS PER FL z V , CONSISTS OF AT LEAST 2 LAYERS z OF UNDERLAYMENT O ® I CEMENTED TOGETHER OR A O w MODIFIED BITUMEN SHEET RTO ,� ,� o fL z 2xb G. ib O.G. ! EXTEND A FROM EAVES W W tL / (UPPER PF ATTIC j I EDGE TO A MIN. OF 24" INSIDE ZO z xl0 R.R. ® I6" O. O m I THE EXTERIOR WALL Q Q O X \ \ IY I I I LINE OF THE STRUCTURE v v X10 R.R. ® Ib } II Z � / 2x10 R.R. 0 Ib O.G. I I 2x10 R.R. ® Ib O.G. , e- P ROOF PITCH ROOF PITCH I I ASPHALT SHINGLE5 TO BE z z Z N X a O O 8 ON 12 8 ON 12 / I I SELECTED LU IIIJI uv u W Z I ROOF PITCH I I ROOF PITC4 I I OVER 30# BUILDING FELT j 8 ON 12 8 ON 12 _ O O S G H E U L_ E m o PROVIDE ICE PROTECTION A5 PER 2020 RESIDENTIAL CODE OF NY5-8905.1.2 ICE BARRIERS WHICH CONS15T5 OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM MANUFACTURER QTY DOOR TYPE MODEL NUMBER EAVES EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LE55 THAN 4.5:12 PITCH MUST ICE SHIELD g ENTIRE ROOF. ROOF 5:12 OR STEEPER REQUIRES MIN 5 FT. FROM EA1(E ED&E N _® W MARVIN 4 SLIDING 6068 51ONATURE ULTIMATE COLLECTION LU © MARVIN I SLIDING 10068 SIGNATURE ULTIMATE COLLECTION © MARVIN I HINGED 3068 SIGNATURE ULTIMATE COLLECTION J-L-J z 0 Vel I N O Jul S G H E U L. E 71-U 1— �— Ua}IY ROOF FRAM I NO PLAN MANUFACTURER QTY WTNYDPEW MODEL NUMBER COMMENTS SCALE: 1/4" = 1'-0" O MARVIN 10 CASEMENT *U0A3656* *EGRESS WINDOW rn O2 MARVIN 2 CASEMENT UGA3236 TEMPERED GLASS LU V I LU O3 MARVIN I CASEMENT UCA3232 ® MARVIN 4 CASEMENT *UGA3044* *EGRESS WINDOW O MARVIN 2 CASEMENT UGA2054 TEMPERED GLASS O © OMITTEDOL Q O MARVIN I CASEMENT UGA5640 KITCHEN WINDOW o ® MARVIN 7 CASEMENT UCA3044 *TEMPERED OLA55 FOR HIGH MOISTURE POOL AREA (O/ O ® MARVIN 4 CASEMENT Ur-.A2456 OL IU 10 MARVIN 2 CASEMENT UGA4056 ` z II MARVIN 4 CASEMENT UCA2056 v Q 12 O MARVIN I PICTURE 28 CIRCLE PICTURE WINDOW NOTE: VERIFY ROUGH OPENING, AND UNIT DIMENSIONS WITH MANUFACTURE PRIOR TO ORDERING _ �,, k O (V W * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF 5.7 50. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"• �-__ � `' `s' N O z Z SILL HEIGHT NOT TO EXCEED 44" A.F.F. Q tv c 1 ?3 w '"� tL � V RCFi1;TEC`tS' ELECTRICAL 5YMBOL5 -TODD O'CONNELL ARCHITECTT P.C. 77 SYMBOL DE50RIPTION SYMBOL DESCRIPTION TODD O'CONNELL, AIA 1200 Veterans Memorial Highway DUPLEX RECEPTACLE OUTLETSuite 200 o00000o STRIP LIGHTING Hauppauge,NY 11788 P(631) 650-6666 RECEPTACLE DUPLEX 0 1'-0" x 4'-0" FLUORESCENT FIXTURE F(631)650-6667 L AGLE OUTLET GFI W/ GROUND FAULT INTERRUPT C(516)658-0325 SINGLE POLE 5WITGH r3 fE � 3rrrr:r; WEATHERPROOF OUTLET WP m DUPLEX RECEPTACLE OUTLET THREE-WAY SWITCH 40" # INDICATES HEIGHT ABOVE FLOOR I-qp INCANDESCENT DIMMER 5WITGH INTERIOR WALL MOUNTED LIGHT 80 GFM EXHAU57' FAN ® VENTE:D D I REGTLY TO EXTERIOR PENDANT FIXTURE AS SELECTED CARBON MONOXIDE 'n ® HARD HIRED $ I NTE:RGONNEGTED. r ):�vp WATER PROOF BATHROOM FIXTURE GM cv z O 150WATT RECE55ED HIGH HAT (�)Sv SMOKE DETECTOR HARD WI RED I NTERGONNEGTED. GENERAL ELECTRIC, NOTES: — , _ — o � v I. ALL ELECTRICAL WORK SHALL BE INSTALLED IN CONFORMANCE WzITH ALL I / APPLICABLE CODES, RULES AND REGULATIONS. G GARAGE DOOR OPENER I DEN 2. THE GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE I 8'-0" GL6. HT. IN THE RESIDENCE AND ADVISE TOG OF HIS FINDINGS PRIOR TO SUBMISSION OF o F BIDS. �U GONG. - °°�J ° 3. THE ELECTRICAL SUBCONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES PLATFORM WOOD DECK F z s w o= m SO AS TO FULLY UNDERSTAND ALL CONDITIONS PERTAINING TO HIS WORK, ANY / 1 OEM;m wDIFFICULTIES THAT MAY BE ENCOUNTERED AND MATERIALS REQUIRED FOR °N��'a�m o o I INSTALLATION OF HIS WORK. ANY EXISTING WORK THAT DOES NOT MEET THE a3�z v APPLICABLE CODES, RULES AND REGULATIONS, SHALL BE REPAIRED AND/OR I w- -o o w° W v REPLACED. COSTS FOR SUCH WORK SHALL BE INCLUDED IN THE CONTRACTORS I °'�w 'z BID. Q w o 4. THE ELECTRICAL SUBCONTRACTOR SHALL SUBMIT ENGINEERING AND/OR SHOP o DRAWINGS INDICATING ALL FIXTURE LOCATIONS, EQUIPMENT SPECIFICATIONS I I o F i Q m U RISER DIAGRAMS, DETAILS, ETC. FOR TOG'S REVIEW AND APPROVAL AND z tu SUBMISSION TO THE- APPROPRIATE AGENCIES AS REQUIRED, PRIOR TO DN E X w 1 W w I g N v - 1 ° � v� FABRICATION OF ANY WORK. N� pwuNw O i GI 5. THE CONTRACTOR SHALL REMOVE ALL UNUSED WIRING, CONDUIT, COAXIAL Z GABLE AND TELEPHONE WIRING COMPLETELY FROM AREAS IN THE SCOPE OF THIS I ILI o °W f PROJECT. --�}- — — ` ® — — — o Q= Q 6. ALL ELECTRICAL DEVICES SHALL MATCH EXISTING. \ I I � I U1 x di=m �o S Ll ATH DINING ROOM \ I lu 7. ALL EXISTING ELECTRICAL DEVICES TO REMAIN SHALL BE FITTED WITH NEW 1 I \ ' ROOM 1 \ NI NI CLO. HT. I I I KITCHEN , INSTANT HOT WATER E P014ER FOR FIXTURES, PLATES AND TRIM TO MATCH NEW. I HEATED / II ` I I 1 '-O" GLC. HT ' DISPENSER. INSTALL PER v )- SUNROOM 1 / I / I I I I P I MANUFACTURER'S WRITTEN v v v Y M 8. ALL ELECTRICAL AND TELEPHONE WALL OUTLETS ARE TO BE MOUNTED AT 15" ® / \ / SPECIFICATIONS. AFF UNLESS OTHERWISE NOTED. \ I / / -�} P -{ I I / =05srP_ Cu a Q. ALL SWITCHES/DIMMERS SHALL BE MOUNTED AT 48" AFF UNLESS OTHERWISE _ � NOTED. / I ( �I� / .\ 1 1 CUES R OM \ I � — — z 10. ALL WALL MOUNTED PHONE JACKS SHALL BE MOUNTED AT 54" AFF UNLESS — �- — �� OTHERWISE NOTED. 1L — — II I I I PANTRY tu II. CENTERLINE TO GI.NTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOT I \ — EXCEED 6". s 3R I 'r W W O ~ J z Q 12. ALL BACK TO BACK OUTLETS AND SWITCHES IN ADJOINING ROOMS SHALL BE — _ ` / — — \ Q d p O STAGGERED. -LTVT�iC ROOT" v v 0 frJ I 5W I MEX I 8'-O" CLO. HT. I \ / z z z 13. ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXISTING I / I � I / I \\ \\ / / -1 -1 z WALLS SHALL BE FLUSH MOUNTED WITH THE EXISTING WALL SURFACE. / °fNN� I UTLER — _ _I— v v W O I _ — — A z I I PROVIDE POWER TO - 14. ALL EXISTING ELECTRICAL BOXES TO BE GAPPED SHALL HAVE THE ELECTRICAL I PREFABRICATED GAS ry DEVICE AND ALL OF THE WIRING REMOVED. PATCH HOLE AS REQUIRED. ' I I I \ FIREPLACE AS REQUIRED / N PER MANUFACTURER'S \ dj ry m < 15. NO POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS UNLESS = O-� I }" I WRITTEN SPECIFICATIONS. OTHERWISE INDICATED. I I PROVIDE CAT& TV OUTLET ALIT ' GI I6. SHOULD JOB CONDITIONS REQUIRE THE RELOCATION OF PLANNED TELEPHONE OR I / 0 GL. I FLOOR �` I I CONNECTION. �� ry - > ELECTRICAL OUTLETS FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY TOG FOR \ I I ,CARACE -�} LEI - APPROVAL OF THE ALTERNATIVE LOCATION PRIOR TO THE START OF ANY WORK. x 17. THE CONTRACTOR SHALL PROVIDE INITIAL LAMPING OF ALL LIGHTING FIXTURES AS PER THE MANUFACTURERS SPECIFICATIONS. 15. THE CONTRACTOR SHALL GLEAN, REPAIR AND RELAMP ALL EXISTING FIXTURES TO \ Lill I '\ LU REMAIN AS REQUIRED AND/OR 45 PER APPROPRIATE CODES, RULES ANDREGULATIONS. ALL NEW AND EXISTING FIXTURES SHALL MATCH. 7 8� GLC. HT. ZU]t— Icf. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL � ' / i \ _ �cl cl ' I tREQUIREMENTS FOR ALL HVAC EQUIPMENT, EXHAUST FANS, WATER HEATERS, SPECIAL J�J EQUIPMENT, ETC. "p20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE TELEPHONE COMMUNICATIONS SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING r— �— T — — — —_ — — — — — — — �-1 LU DEPT. REGUIREMENT5, THE BUILDING MANAGEMENT AND TELEPHONE COMPANY'S I I RECOMMENDATIONS AND REQUIRENENT5 INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT / \ I I IC I �I ROOM TO THE PHONE CLOSET IN THE TENANT'S SPACE. I- 21. APPROVAL OF ALL ELECTRICAL WORK MUST BE OBTAINED FROM APPROPRIATE CD AUTHORITIES HAVING .JURISDICTION PRIOR TO CONGEALMENT. I— COVERED I I _ I/ OL 22. THE CONTRACTOR SHALL PROVI7E TEMPORARY POWER AND LIGHTING FOR THE a PORCH . 13I- � _ i .._ O 0 SPACE THROUGHOUT THE COURSE OF THE PROJECT. — — 3:ily .(� 6F�1 � I 6PGI � V 1 25. THE CONTRACTOR SHALL LABEL ALL NEW AND EXISTING PANELS AND CIRCUITS / OL O CONTAINED THEREIN. l 1 z V 4� 24. CONTRACTOR RESPONSIBLE FOR ENGINEERING DRAWINGS. I R5T FLOOR PLAID ELECTRICAL GAL PLAN SCALE: 1/4" = I'-0" . �.----_-_ __! tN O N W r, ry O z z 4 �� I ° m ~ Q r� � 6 O v ....,. � f d q" �ARCHI C.EC fS TODD O'CONNELL ELECTRICAL SYMBOLS ARCHITECT P.C. 5 L DESCRIPTION SYMBOL DESCRIPTION TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 DUPLEX RECEPTACLE OUTLET -°°°°°°° STRIP LIGHTING Hauppauge,NY 11788 P(631) 650-6666 Q I'-O" x 4'-0" FLUORESCENT FIXTURE F(631) 650-6667 DUPLEX RECEPTACLE OUTLET C(516) 658-0325 6F� GROUND FAULT INTERRUPT rr, rr; ir �rr � SINGLE POLE SWITCH WEATHERPROOF OUTLET WP m DUPLEX RECEPTACLE OUTLET THREE-WAY SWITCH 40" # INDICATE5 HEIGHT ABOVE FLOOR INCANDESCENT DIMMER 54I TCH INTERIOR WALL MOUNTED LIGHT 80 GPM EXHAUST FAN ® YENTED DIRECTLY TO EXTERIOR lqPENDANT FIXTURE A5 SELECTED CARBON MONOXIDE m HARD W I RED � INTERCONNECTED. >r 'N WP WATER PROOF BATHROOM FIXTURE Dcm z � � v 15OHATT RECESSED HIGH HAT O SMOKE DETECTOR \ , N GENERAL ELECTRIC NOTES: SD HARD WIRED 4 INTERCONNECTED. �/ \ \ / z Z I. ALL ELECTRICAL WORK SHALL 5E INSTALLED IN CONFORMANCE WITH ALL -- APPLICABLE CODES, RULES AND REGULATIONS. G 2. THE GENERAL CONTRACTOR SHAL_ VERIFY THE AVAILABLE ELECTRIC SERVICE GARAGE DOOR OPENER DECK z w IN THE RESIDENCE AND ADVISE TOG OF HIS FINDINGS PRIOR TO SUBMISSION OF I w W 0 0 BIDS. 5. THE ELECTRICAL SUBCONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES 50 AS TO FULLY UNDERSTAND ALL CONDITIONS PERTAINING TO HIS WORK, ANY w v z m m DIFFICULTIES THAT MAY BE ENCOUNTERED AND MATERIALS REQUIRED FOR v p -~o o O m� w INSTALLATION OF HIS WORK. ANY EXISTING WORK THAT DOES NOT MEET THE o r u.m z°w° Y APPLICABLE CODES, RULES AND REGULATIONS, SHALL BE REPAIRED AND/OR w�M T- O REPLACED. COSTS FOR SUCH WORK SHALL BE INCLUDED IN THE CONTRACTORS BID. F- �( 4. THE ELECTRICAL SUBCONTRACTOR SHALL SUBMIT ENGINEERING AND/OR SHOP \ II LU w°z o z DRAWINGS INDICATING ALL FIXTURE LOCATIONS, PROVIDE POWER TO EQUIPMENT SPECIFICATIONS PREFABRICATED GAS \ " -' -' _ II ' o RISER DIAGRAMS, DETAILS, ETC. FOR TOG'S REVIEW AND APPROVAL AND REQUIREDFIREPLACE A5 REQUIRED \ _ 0 o o o SUBMISSION TO THE APPROPRIATE AGENCIES AS , PRIOR TO PER MANUFACTURER'S _ w° FABRICATION OF ANY WORK. 1 m WRITTEN SPEGIFIGATIONS. ` $ I I v v w vpDo> 5. THE CONTRACTOR: SHALL REMON/E ALL UNUSED WIRING, CONDUIT, COAXIAL _ �v IU o t- 0 �- GABLE AND TELEPHONE WIRING COMPLETELY FROM AREAS IN THE SCOPE OF THIS z w o< =o o PROJECT. / ` s 0<T �fflovw6. ALL ELECTRICAL L EVIGES SHALL MATCH EXISTING. 4ww0 w7w /Oz -1. ALL EXISTING ELECTRICAL DEVICES TO REMAIN SHALL BE FITTED WITH NEWpqpI FIXTURES, PLATES AND TRIM TO MATCH NEW. \\ I 5FG Lx 8. ALL ELECTRICAL ,AND TELEPHONE WALL OUTLETS ARE TO BE MOUNTED AT 15" AFF UNLESS OTHERWISE NOTED. I MASTER I I EDROOM BATHROOM, BEDROOM PROVIDE a. ALL SWITCHES/D1Tr1MER5 SHALL BE MOUNTED AT 48" AFF UNLESS OTHERWISE ELECTRICITY IN51DE NOTED. —�) \\ / _.. _ THE MEDICINE THE 10. ALL WALL MOUNTED PHONE JACKS SHALL BE MOUNTED AT 54" AFF UNLESS I \ I � IN, RECEGABIN T5.IGINE OTHERWISE NOTED. W II. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOT / I O �s vs ` O v z EXCEED 6". \ so � O O ON. / I / \ w w 0 �- 12. ALL BACK TO BACK OUTLETS AND SWITCHES IN ADJOINING ROOMS SHALL BE \ 14R / O 0 z z STAGGERED. I Sp z z O � \ GM 15. ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXISTING I� W w z N WALLS SHALL BE FLUSH MOUNTED WITH THE EXISTING WALL SURFACE. ° ° I , — v 00 w O 14. ALL EXISTING ELECTRICAL BOXES TO BE GAPPED SHALL HAVE THE ELECTRICAL - DEVICE AND ALL OF THE WIRING REMOVED. PATCH HOLE AS REQUIRED. _ W I I O N N N 15. NO POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS UNLESS '\ I N z n 0 L ( W.I.G. \ m o OTHERWISE INDICATED. THEOVIDE MEDICINEELECTRICITY IN5ED PLL — i MEDICINE CABINETS. _.__.___..._._. I6. SHOULD JOB GONIDITIONS REQUIRE THE RELOCATION OF PLANNED TELEPHONE OR I N } ELECTRICAL OUTLETS FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY TOG FORLU APPROVAL OF THE ALTERNATIVE LOCATION PRIOR TO THE START OF ANY WORK. I I BATH. -- _-..._...= 6FGl I-7. THE CONTRACTOR SHALL PROVIDE INITIAL LAMPING OF ALL LIGHTING FIXTURES AS I I i = ! PER THE MANUFACTURERS SPECIFICATIONS.0. THE iE REMAIN CONTRACTOR AS RSHALL GLEAN, REPAIR AND RELAMP ALL EXISTING FIXTURES TO —c _ ► �u ZED AND/OR AS PER APPROPRIATE CODES, RULES AND - --___. — l l REGULATIONS. ALL NEW AND EXISTING FIXTURES SHALL MATCH. — _ Icl. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL - : REQUIREMENTS FOR ,ALL HVAC EQUIPMENT, EXHAUST FANS, WATER HEATERS, SPECIAL EQUIPMENT, ETC. 20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE TELEPHONE -� ❑ — _ _ - --- ❑ -- _ _ __ i ;? _____ _-_.--.__- _, V1 ! is COMMUNICATIONS SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING - - -- ! r, ]lime, DEPT. REQUIREMENTS, THE BUILDING MANAGEMENT AND TELEPHONE COMPANY'S _ ___.__._.. _._._..._ __ _ _.__ __._._....... ._._....__..__ , I RECOMMENDATIONS AND REQUIREMENTS INCLUDING BUT NOT LIMITED TO THE - INSTALLATION OF REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM TO THE PHONE CLOSET IN THE TENANT'S SPACE. - -�— - _ = I , i -= - �- !I f ( LU 21. APPROVAL OF ALL ELECTRICAL WORK MUST BE OBTAINED FROM APPROPRIATE ! O �m AUTHORITIES HAVING JURISDICTION PRIOR TO CONGEALMENT. 22. THE CONTRACTOR SHALL PROVDE TEMPORARY POWER AND LIGHTING FOR THE SPACE THROUGHOUT HE COURSE OF THE PROJECT. 25. THE CONTRACTOR SHALL LABEL ALL NEW AND EXISTING PANELS AND CIRCUITS ( ( �` �n CONTAINED THEREIN. z SECOND FLOOR PLAN ELECTRICAL PLAN ��; 1 �-: �JI s r �I: � K 24. CONTRACTOR RESPONSIBLE FOR ENGINEERING DRAWINGS. - ( i `' SCALE: 1/4„ - 11-011 I-0 ci t € C tu LU -7 0 r O e-- Oi lf1 z • I 4 p Q [_ z =- � ( V w O Q v 010 0 PROPOSED TOP OF RIDGE A R C H i f. C T 5 •TODD O'CONNELL ELEVATION:37.5a' I ARCHITECT P.C. HT:+30.17' fi _j. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 EX. TOP OF RIDGE P(631) 650-6666 ELEVATIC>N:31.a8' — _.___..... .. __.._._.�. ... __..�.._..___ __ .._.._........... .._ __...__.__. _.. ....._ .._... _ _.. ....._ _._ __. ... .._. _... . ..._... ----� _. � . _ ..._.. _.. ..__._ .._..___ _. _...__�.._._._ _ _._._._._....._ ... ... _..__ . . .... ...._._. _ . _....._..._ ... ..... .___._ _ __._....... . F(631) 650-6667 HT:+24.56' - - C(516) 658-0325 DECORATIVE CUPOLA AS I SELECTED BY OWNER, TOIL BE INSTALLED PER 71 MANUFACTURER'S WRITTEN WINDOW HEAD HEIGHTSPECIFICATIONS. HT. ....... ...... . ....... . _ _....... _ .... _........_. ._...... _.. _.... . __... . ..... ... .. . ASPHALT SHINGLES TO BE SELECTED OVER 30# BUILDING FELT 4x3 ALUMINUM GUTTER W/ 3x4 ALUMINUM LEADER TO �—�— BE SELECTED BY OWNER ON I"X8" FASCIA BOARD W/ VENTED SOFFIT EX. FINISHED SECOND FLOOR _.... ... -... ... _ ..... _. ........ .... ... ._.......... ELEVATION:20.22' AZEK VENTED SOFFIT, m HT:+12.8' COLOR A5 SELECTED BY WINDOW HEAD HEIGHT OWNER. HT. 6'8 AZEK CORNER TRIM, lt- COLOR AS SELECTED BY OWNER. 11 11 z # < v o z EX. FINISHED FIRST FLOOR ELEVATION:11.53' HT:+4.11' lu REMOVE DING. PATCH XWALL5 A5 ° Jlu TZ 0 0 REQUIRED. w w X_ EX. LOWEST ADJACENT GRADE O QtLI (o - -- - - ............................... ELEVATION:7.42' ........... zxa��m} Ll HT:+O' ()knuMozno v I-mId W = Zn� �z W v W�3 iinO to 3: O EX. BASEMENT SLAB HT-.+O' ODAIL�wwgz�0 �LLm Ouj � w'tu 5117E ELEVATION ON 50ALE: 1/4 1'-0" P"O' OFO'o}� oZ m �� 11 QW °Q 4 Q == Y=H W ��aQ�ao°jos o PROPOSED TOP OF RIDGE ELEVATI ON:37.5q' HT:+30.17' z z W Z) z O O Q1 U1 D 1-- 12 12 w III z f] 8p �8 z z Q o EX. TOP OF RIDGE _ _. _ _._. ........ .. _ . . .. .. Ev ELVATION:31A5' -..... .... _...__..._._ _ _..._..._.... _. . _.. ..... - ...... ._ _._____...-...... _... _._ IU HT:+24.56' ----- - — --� t z 12 w uzi z 0 u.�. DECORATIVE CUPOLA AS SELECTED BY OWNER, TO V V V w z0 BE INSTALLED PER MANUFAGTURER'5 WRITTEN WINDOW HEA1:O HEIGHT SPECIFICATIONS. W.. 8 � ASPHALT SHINGLES TO BE 12 1212 8 SELECTED \`J OVER 30# BUILDING FELT W OPEN GUARDS SHALL HAVE IY BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO . ' ' ■ EX FINISHED SECOND FLOOR A HEIGHT OF 34 INCHES. '- I ELEVATION:20.22' !T7 HT:+12.8' WINDOW HEAD HEIGHT _...._. �.._ ...... ... .. ...... .. O Z HT. 6'8" — -AZEK CORNER TRIM, COLOR AS SELECTED BY (� OWNER. — r LU EX. EX. FINISHED FIRST FLOORLU_ ELEVATION:II 53' REMOVE ALL EXISTING HT:+4.11 51DING. PATCH WALLS AS REQUIRED. OLo EX. LOWE5T ADJACENT GRADE - ' ._ OL _ _ . _ � ` EX. _BASEMENT_SLAB D .............``_........ ... _.. _..._...._..._..... ... ._...._.. .. ... .. ..._..... ..........._... ..... ..... .. .. .... .......... ._.. ...._...................... ..... .., ... .... . .. ._......_............. .. ....................... .. ELEVATION:3 11a' r- HT:+o' REAR ELEVATION �_: 50ALE: 1/4" = I'-0" G''wi cQV O z z W z J A R"C h4 1't E C'I S TODD O'CONNELL PROPOSED TOP OF RIDGE _ _ _ _. _......__.._ _. _ __._. _ H ITECT P.C. A ,�CA R C ------- ELEVATION: .. HT:+30.17' TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 F(631) 650-6667 EX. TOP OF RIDGE _. -- �-�-- __....__ ._.. ___ _......_. _. _._ ...... .... .....__.-.... ... -..___._ .. ... ....... _..... _.___. C(5 6)658-0325 8' r ELEVATION:31.Q HT:+24.56 — — — r,grrrr,t' r,rr f ;)_ DECORATIVE CUPOLA AS SELECTED BY OWNER, TO -�.-.. BE INSTALLED PER MANUFAGTURER'5 WRITTEN WINDOW HEAD HEIGHT SPECIFICATIONS. HT. 06r— ASPHALT 5HINGLE5 TO BE SELECTED - OVER 30# BUILDING FELT OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL 4x3 ALUMINUM GUTTER W/ PATTERNS SUCH THAT A 3x4 ALUMINUM LEADER TO 4-INCH-DIAMETER SPHERE CANNOT BE SELECTED BY OWNER PASS THROUGH ANY OPENING UP TO ON I"X8" FASCIA BOARD A HEIGHT OF 34 INCHES. EX. FINISHED .SECOND FLOOR VEN D SOFFIT m 2INK- ELEVATION: _. .. ..-_._____. ._ _... ....___ .. _... .. . _............ _. -._ AZEK VENTED SOFFIT, HT:+12.8 COLOR AS SELECTED BY 1 WINDOW HEAD HEIGHTly OWNER. N HT. U5rr— - - ............ _ ._._._......__..... ,.. ._._._.._.. _._.___.. . .. .. _........... .... __..... ... ._. ..._. . _. N AZEK CORNER TRIM, Z # (� COLOR AS SELECTED BY � � L.:/ OWNER. < � 6x6 AGQ WOOD POST WITH v Z DECORATIVE PERMAGAST WRAP AS SELECTED BY 03 EX. FINISHED 1=1RST FLOOR OWNER o ELEVATION.1155 '�`�w w HT:+4.11' REMOVE ALL EXISTING N o SIDING. PATCH WALL5 A50 MO'W')ro S w !� REQUIRED. , o -1 o a° W IL EX. LOWEST ADJACENT GRADE ................ LI...........1I.... ...... ................................ ..... II II ... ..... II z _�' �w ELEVATION:7.42' � zaoMknLu mQ 0 t' VHT:+o' o q>Y~�zQO EX. BASEMENT_SLAB - _._...... ELEVATION:3Aa' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� ���� __ ....__ . _. .. _ N ��'z ' °� HT:+o s �Q� 0w Q ° PvZR�m 5117E ELEVATION w�N�wKE� w 50ALE: 1/4" = 1'-0" w� Omv`n=w �kW O n°W 3 Z OQ=U����g3qQw iwR�=1d-�OLU���O ►-�Q7d�mO0�OJ Q v V v Y m PROPOSED TOP OF RIDGE ELEVATION:37.5Q' _.. _.. ._. ._ _. __. _. _. _.. ._ ..... ........ .. .. _O __...._.. _.. _.__....__ .... ... .... , w ... _...__.. __ _.....__...._.... .._ __.__......__._. _ _._..._..._ .._. _... .... _ .. 0) HT:+30.17' w p IX w rV z � m 3 p ! �~ w 3�ZpI I z I IV� I J Z z =WI I I l01: 1 M O O AZEK BOARD AND BATTEN Q ( � O W W H GABLE TRIM, COLOR AS \ Q Z Z zz EX. TOP OF RIDGE - _. SELECTED._ ... _. . _ _ _ .............. .. _ _ }_ _ _ ! — ._ _. _ .__ _. _. _ _... __.. _. ... . - _ _ 2 V OU ELEVATION:31.g8' v v tV HT:+24.56' 12 AZEK FRIEZE BOARD, 8 ; \ f DECORATIVE CUPOLA AS J J O X O COLOR AS SELECTED. SELECTED BY OWNER, TO v v v W z I BE INSTALLED PER N _ WINDOW HEAD HEIIGHTWRITTEN - - -R— _ _._. _. ___.._._._. _ .. _...... ._ ._ _ _ _ ._.._._... . _.... . ...._. _ ._.. _ -- _--_ _. .. _... ..... _. .. ...._ . _ _ _ _ _.. .. _.... ._.____ _ _..._...___.. .._ _. _.._._. ._. __ ....._ ._. . . ... ..__.__...__.. ._.. .. _ .. .. 4 MANUFACTURER'S O N SPECIFICATIONS. N �j HT. b'8 __.. _ _ dj -- _-- ASPHALT SHINGLES TO BE O 1 / SIDING FINISH, STYLE AND 5 �J 12 SELECTED 8 OVER 30# BUILDING FELT COLOR AS SELECTED BY - D N - > OWNER. _� I 4x3 ALUMINUM GUTTER W/ 3x4 ALUMINUM LEADER TO CONGEALED ALUMINUM � "— BE SELECTED BY OWNER FLASHING. -- — - --- ON I"X8" FASCIA BOARD -- - -- --- — -- _ VENTED SOFFIT EX. FINISHED SECOND FLOOR ELEVATION:20.22' AZEK VENTED SOFFIT, HT:+12.8 � COLOR AS SELECTED BY WINDOWHEIGHTOWNER....._ HT. b � O Z t'5" r AZEK WINDOW AND DOOR (� (� f� COLOR AS SELAZEK CORNER ECTED BY TRIM A5 SELECTED BY \J '.�J �..J 4 I OWNER. � ��— ` OWNER. 10 070C3 � � � 1 � � � 0 � 0 �< LIGHTING FIXTURE STYLE, = o � 0000 00000a K'I , z _ MATERIAL, AND COLOR A5 SELECTED BY OWNER. J-4_! I 6x6 ACG WOOD P05T WITH (� DECORATIVE PERMACA5T GARAGE DOOR STYLE > -� WRAP AS SELECTED BY AND COLOR AS SELECTED EX. FINISHED FIRST FLOOR _. ._ _..._ _._ OWNER EX. FINISHED S3' CONCRETE STEPS WITH _-- - ......_. _._.. ..... ......_...- _..___._. . _ ... .. ._ _ . - _-. _ _.e_. - 88 _ _ . _ .. __. $� _ BY OWNER. � O ON: REMOVE ALL EXISTING V I ' HT:+4.11 STONE FINISH AS 0 �m SELECTED. I � REQU�D GPWALLS ALLS AS I 1 I j1UUULJ ��j !l_ Ir O � O EX. LOWEST ADJ��GENT G_R,4DE ELEVATION:—t.42' I I I O- x HT:+O' ( I I I I I ( — 1 ``��Fi � !� 'yam Z F- . EX. BASEMENT SLAB ELEVATION:3.gq' L - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — J _.._.... "o" HT:+O — J C1 lY FRO EVATI O>�l -�� � f� � o N � u SCALE: I/4" = I'—O" s Cru; cel O z Z tij — o W m � Q � HURRICANE ANCHORS MANUFACTURED BY 51MP50N STRONG-TIE CONNECTORS MODEL No. H23A r.r OR APPROVED EQUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BY 1A:'RCHITECT5 U5P CONNECTORS MODEL No. T MU26,TMU2I0 ODD O'E O N N P.C.E LL -RARAFTER TO PLATE CONNECTION BOTH SIDES WHEN OR APPROVED EQUIVALENT AT EVERY FTERS DO NOT ALIGN WITH STUDS RAFTER TO RIDGE CONNECTION WHEN WALL STUDS ® Ib O.G. RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway SIMP50N 5TRONO-TIE CONNECTOR Ib CO. COIL STRAPPING MANUFACTUREDUSP CONNECTORS MODEL No. ST22 Suite 120 DL. #H7Z TO BE U5ED WHEN OR APPROVED EQUIVALENT AT EVERY OF RAFTERS Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD BY SIMP50N STRONG-TIE CONNECTORS RAFTER TO RIDGE CONNECTION _ MODEL No. 0516 OR APPROVED EQUIVALENT WHEN RAFTER5 ALIGN P(631) 650-6666 USE A MINIMUM OF 7Y40 8d \ NAILS THIS SIDE Ir4ITN A / �°� ' � F(631)650-6667 RID TOTAL OF FOUR INTO RAFT I i BOTTOM PLA C(516)658.0325 ° I ^ RIM JOIST r�'att�ttrS:t;ff� lia ROOF RAFTS ° DOUBLE TOP PLA ' STUD PLATE TIES MANUFACTURED BY SIMP50N STRONG-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUD SUB FLOOR TO PLATE CONNECTION WHEN RAFTERS DO NOT FLOOR J015T r �) ALIGN WITH STUD i I i STUDS a Ib" O.G. ° o Ib 6a. COIL STRAPPING MANUFACTURED TWO 8d NAILS BY SIMP50N 5TRONG-TIE CONNECTORS INTO PLATES MODEL No. 0516 OR APPROVED EQUIVALENT NOTE. ALL STRAPPING TO BE MANUFACTU 16HT 8d NAILS SPECIFICATIIONSINSTALLED ASEAND NYS CODE ES r- N INTO STUDS WALL STUDS ® I6" O.G. O STfi AFF I NO DETAIL Q FLOOR STRAFF I NO DETAIL HURRICANE TIES MANUFACTURED BY � — SCALE: 5/4" = 1'-0" 51MP50N STRONG-TIE CONNECTORS MODEL -� No. H2.5 OR APPROVED EQUIVALENT AT EVERY SCALE: 5/4" = 1'-0" RAFTER TO BEAM CONNECTION BOTH SIDE z0 USE 51MPSON Z-MAX OR HD CONNECTORS V Z TO INGREA5E CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/ AGO LUMBER. ro ° � u p ° z WALL STUDS ® Ib" O.G. PROVIDE HOLD DOW1j" MIN. EDGE NS AT �a w��°�v o �N W K ALL CORNERS AND BOTH DIFFERENCE q ,�° SIDES OF OPENINGS 6o �° �= U OR GREATER IN WIDTH Ki . ROOF RAFTE w 0�zPOST GAP MANUFACTURED BY SIMPSON ~p Zm WDOUBLE 2X STUD 5TRON&-TIE CONNECTORS MODEL No. BG52-5/b oT ° 3mT'N m v OR APPROVED EQUIVALENT INSTALLED °- J a 3 zSIS"(PXI2" STEEL ANCHOR AS PER MANUFACTURES SPECIFICATIONS }Q m z o ro ud z Q BOTTOM PLA �\ 51 MPSON HDU5-5D52. BOLTS AT 5'-0" O.G. MAX. ~ E- ° w � Qwo *� (�vd qU Z BEA RIM J015T MIN EMBEDMENT OF 7" �o �w pz�o SEE PLAN o�vi> N°on DECORATIVE COLUMN COVER q ° ° z haw-Wwaq O �W_ e IIII NOTA ° bxb COLUMN LL W o� m'� SUB FLOOR c/� COLUMN BAS ALL STRAPPING TO BE c z ° ce z Z13 m FLOOR JOIST INSTALLED AS PER MANUFACTURES °q s SPEGIFIGATIONS AND NY5 CODE ' d ' z w SILL PLA II ��N�-gLufb TERMITE SHIEL I6 Ga. STRAP TIES MANUFACTUREDOtygf FOUNDATION WALL BY SIMPSON STRONG-TIE CONNECTORS ODEL No. 0516 OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER 51LL PLATE AT FOUNDATION. ,;~ II "x5"xy2" STL. BEARING PLATE MANUFACTURED �. BY 5IMP50N STRONG-TIE CONNECTORS MODEL No. v I I LBP512 OR APPROVED EQUIVALENT v IGAL %"x12" HOOKED ANCHOR BOLT ' ANCHOR BOLT DETAIL L P. GONG. SLA I - a 51-0" O.G. - W/7" MIN. EMBEDMENT INTO CONCRETE 5/5" THREADED STEEL RO SCALE: 5/4" = 1'-0" ° - WITHIN 6-12" OF EACH END OF PLATE SIMPSON HDU5-SD52. COLUMN BASE MANUFACTURED BY a W DATION STfi AFF I NO DETAILDOUBLE 2X STU SIMP50N STRONG-TIE MODEL X No. G13066-5D52 INSTALLED Z SCALE: 5/4" = I'-0" AS PER MANUFACTURERS 5IMP50N HDU5-5D52. 5PEGIFIGATION5 OR APPROVED O WHEN NOT ALIGNED WEQUIVALENT LU W WITH RAFTER, ° O CONNECT KING STUDS TO TOP PLATE, HOOKED ANCHOR BOLT z z z SEE ROOF STRAPPING DETAIL WRAP IY¢" 0AL5. 20 6A. COIL STRAP MIN. 12" PENETRATIONQ Q VER TOP OF TOP PLATE B NAIL INTO FOUNDATION P. GONG. CHEEK WALL V ROOF FRAMING USE SIMPSON Z-MAX OR HD6 CONNECTORS v Z TO INCREASE CORROSION RESISTANCE i�Oi�G�t STi� i�i�I NO DETAIL z �, > W W 0 W FOR ALL HARDWARE IN CONNECTION N W/ AGQ LUMBER. Vv 0 W SCALE: 5/4" = 1'-0" PROVIDE HOLD D0WN5 AT ALL CORNERS AND BOTH 14 CRIPPLE II SIDES OF OPENINGS b' (may Q cV STUDS DOUBLE TOP PLATE II OR GREATER IN WIDTH O lY) D ry - } II ----DOUBLE 2X STUD UJI cV z \\-HEADER u v eSIMP50N HDU5-SD52.5 JACK STUD l l FULL LENGTH II v — WALL STUDS II � Z 11--I r FRAMED OPENING FOR NEW a. n —HOOKED ANCHOR BOLT WINDOW OR EXTERIOR DOOR ° I) MIN 12" PENETRATION . , — c U INTO FOUNDATION USE 51MP50N Z-MAX OR HDC CONNECTORS .4. Q Q TO INCREASE CORROSION RESISTANCE 4Q r FOR ALL HARDWARE IN CONNECTION W/ AGO LUMBER. ^ EA 0 <T 7T � 17 I T T NOTE: UPLIFT CONNECTION 15 REQUIRED NO UPLIFT CONNECTORS AT EACH END OF THE HEADER AND AT H I I BOTTOM HEADER STUDS IN ADDITION REQUIRED 5 AREACONNECTORS � I I TO CONNECC TORS AT WALL STUDS AND ----• ----��, OL AT TOP AND BOTTOM OF GRIPPLE5. _� Z Ci.1 r'j b Co. 5TP-A P TIES MANUFACTURED BY SIMPSON 5TRONO-TIE CONNECTORS USE SIMP50N Z-MAX OR HDG CONNECTORS m MODEL No. 1516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE ^n O (V " INC ON THE STUD FOR ALL HARDWARE IN CONNECTION Ul Z STRAP TO HAVE MIN. 12 BEAR Iµ.. i I-��� 0 AND WRAP UNDER 51LL PLATE AT FOUNDATION. W/ AGQ LUMBER. 7 i��'o N 0 � z L�u 4 m Q 0 ��"'' # O Ui�L I�=T CONNECTOR DETAIL tu_ E: 5 4" = 1'-O" Q SGAL / p Qn 0 p Mm TABLE R602.10.4- BRACING METHODS CONNECTION CRITERIA METHODS, MATERIAL MINIMUM THICKESS FIC-URE FASTENERS SPACING it C H i T E C TS' TODD O'CONNELL CH IT ECT P.C. EXTERIOR SHEATHING PER TABLE 8602.3(3) b" EDOE5 12"FIELD CONTINUOUSLYSHEATHED3/8" _CONTINUOUSLY SHEATHED_ _CONTINUOUSLY SHEA714ED _ TODD O'CONNELL, AIA WOOD 5TRU07URAL PANEL INTERIOR SHEATHING PER VARIES BY FASTENER RAGED WALL LINE RAGED WALL LINE 1200 Veterans Memorial Highway N :1 n TABLE R602.3(1)or R602.3(2) Suite 120 Hauppauge,NY 11788 P(631) 650-66662 LIJ GS-6G bF CONTINUOUSLY SHEATHED SEE METHOD CS-WSP SEE METHOD CS-HSP F(631) 650-6667 IU WOOD STRUCTURAL PANEL z ADJACENT TO 6ARA6E 8 C(516) 658-0325 2 OPENINGS F- Q Sft�fa;s;f/,3 (rr: iid r 'f;f`a li LU RETURN HOLD j GS-PF PANEL BRACED WALL PANEL AT END DOWN BRACED WALL PANEL AT END CONTINUOUSLY SHEATHED 1/bn SEE SECTION R6o2.lOb.4 SEE SECTION 8602.10.6.4 OF BRACED WALL LINE DEVICE OF BRACED WALL LINE Z PORTAL FRAME /I � END CONDITION I END CONDITION 2 z O I Y2" long X 0.12 dlo. (for Y2"thick sheathing) 25 �� , _CONTINUOUSLY SHEATHED _ _CONTINUOUSLY SHEATH)<0 _ C,5-SFBd y2 or /32 f or I /" long X 0.12 dla. 3" ED6E5 6"FIELD RAGED WALL LINE RAGED WALL LINE CONTINUOUSLY SHEATHED maximum 16 (For ool'thick sheathing) STRUCTURAL FIBERBOARD galvanized rooFing nails or Bcfcommon Stud spacing (2 Y2" long X 0.131"d10)malls FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.5mm, I degree = 0.0175 rad, I pound per square foot=47.8 N/m2, I mile per hour = 0.447 m/s. a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories G, Do, DI and D2. b. Applies to panels next to garage door opening where supporting gable end Wall or roof load only. Shall only be used on one wall of the garage. In Seismic Design Categories Do, DI, and D2 roof covering dead load shall not exceed 5 psf. m G. Garage openings adjacent to a Method GS-G panel shall be provided with a header in accordance with Table Rb02.5 (1). A full V, height clear opening shall not be permitted to a Method 05-0 panel. RETURN �- d. Method 05-51=5 does not apply In Seismic Design Categories Do, DI , D2. 48 MINIMUM BRACED WALL PANEL * (y e. Method applies to detached one and two-famlly dwellings In Seismic Design Categories Dothrough DZonly. PANEL AT END A BRACED FIRST BRACED Uj O WALL LINE *5EE REQUIREMENTS WALL PANEL Z # TABLE 8602.10.5 END CONDITION 5 END CONDITION 4 H MINIMUM LENGTH OF BRACED WALL PANELS -a _CONTINUOUSLY SHEATHI<D _ METHOD MINIMUM LENGTH BRACED WALL LINE REQUIREMENTS z `is) (INCHES) CONTRIBUTING ADJACENT CLEAR WALL HEIGHT LENGTH RETURN PANEL. 24"FOR BRACED WALL LINES SHEATHED v Z OPENING HEIGHT (INCHES) WITH WOOD STRUCTURAL PANELS (INCHES) B FEET 9 FEET 10 FEET II FEET 12 FEET 32'FOR BRACED WALL LINES SHEATHED GS-WSP <64 24 21 30 33 36 ACTUAL WITH STRUCTURAL FIBERBOARD } w p W F DISTANCE D, 24"FOR BRACED WALL LINES SHEATHED W W SA U LL WITH WOOD 5TRUGTURAL PANELS w o F U O O 32"FOR BRACED WALL LINES SHEATHED W WITH 5TRUGTURAL FIBERBOARD Q HOLD-DOWN BOO LBS CAPACITY FASTENED TO THE EDGE DEVICE. OF THE BRACED WALL PANEL CLOSEST To N Q TABLE R602.5(5) SIZE, HEIGHT AND 5PAC I NG OF WOOD STUDS Q FLOORGD�IN&TO FOUNDATION OR z z 0 Z 0�u - [L\1 Q FaZ�N) LJ — HOLDE1z U v►-pozm W BEARING WALLS NON-BEARING WALLS DOWN FIRST BRACED w 'w DEVICE A- x N m V WALL PANEL - g o zW V MAXIMUM SPACING MAXIMUM 5PAGIN6 WHEN MAXIMUM SPACING WHEN W < °o HER-0 O MAXIMUM 5PAGIN6 WHEN LATERALLY LATERALLY END CONDITION 5 0 4 Q�z a -Q O ~ LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, w z-Q W O STUD SIZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED Q j i--Q W P j,z o (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING --DOUBLE 2X STUD � q HEIGHT i3 (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT Q V R W F o o HEIGHT 12 (INCHES) (FEET) g (FEET) W W A z °q ASSEMBLY, ONLY (INGHE5) ATTIC, ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) v IMP5ON PH05-SD55 DOUBLE 2X STUD a 3mµoµp�009 e UNu_ IM u �FW-Wwv4 v II N°wxLLoIL muF=� F- 1 5/8 THREADEDca °N°oma °oo } STEEL ROD zo II x0W � TOF Z o Zp � W --HOOKED ANCHOR BOLTLU Q 2X4 10 24� 16� -- 24 v IMPSON PHD5-5053 N O FOUNDATION MIN 12" ION =_ Q=F W 10 16 ��QQ�u,00 Ll s 2X6 10 24 24 16 24 20 24 ' II USE THREAD ROD, DRILL AND EPDXY IN FOR SI: I INCH = 25.4 mm, I FOOT = 304.Smm HOLD DOWNS BETWEEN EX. FOUNDATION V V V m a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE PER TABLE 8602.10.5VI /// FLOORS AS REQUIRED AREAS SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INGREA5E5 IN UNSUPPORTED HEIGHT ARE PERMITTED PANEL LENGTH WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.5.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. i I IWHERE WALL LINE UP . b. SHALL NOT BE USED IN EXTERIOR WALLS 1 1 iUSE CANTILEVER HOLD-DOWN c. A HABITABLE: ATTIC ASSEMBLY SUPPORTED BY 2X4 5TUD5 15 LIMITED TO A ROOF SPAN OF 52 FEET. WHERE THE ROOF SPAN EXCEEDS 52 FEET, THE WALL 5TUD5 SHALL BE INCREASED TO i i PROVIDE HOLD DOWN5 AT 2X6 OR THE 5TUD5 SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, i 1 lWHEN DO NOT ALIGN ALL GORNER5 AND BOTH u I I FOR PANEL SPLICE (IFOR &SIDES EA OPENINGS H� OR 6REATi=R IN WIDTH 1 NI EO PANE w MIN.5/8° WOOD STRUCTURAL-------------- - -----------------L L I----- -----EDOE5 SHALL--- v z NEEDED) D O ` '/ (� ! I \ /: PANEL SHEATHING ON ONE -------------- -- -------------------li-- ---- ------AND BE FASTENED TO O O FACE COMMON FRAMING I MIN. EDGE W W ~ I i i i DIFFERENCE Z \. /j /" _ \ / 0 0 0 0 0 0 o FOUNDATION ANCHORPER AGE 51N07 POUR NAILED Q Q O ° 1 ° °I RIM J015T PORTION z O v w / X ° X : o I of INSTALLATION a u V z z I _ w H !- // 4, Z Z I- / O J o I I 5/8"Oxl2" STEEL ANCHOR Q 4 / / \ U / /\ ° -o----g-- -o--- -o- 1 BOLTS AT 5'-0" O.G. MAX. o° W OZ / i \ / / \ / / \ 0 0 0 0 o MIN EMBEDMENT OF -VIV V V 0 = MIN. 2x4 FRAMING MIN. ° 1 8D COMMON OR GALV. BOX CLEAR SPAN N \ / i/' ` I I // \ DOUBLE STUDS REQUIRED I NAILS ® O / 1Ll 1 " O.G. AT PANEL SEE PLA 0 17" MAX 6 ry N N F- _ EDOE5 FOR SINGLE STORY .PANEL LEN6TH4 . _PANEL LENGTH' , FANEL LENOTH� W (2) HOLD-DOWN OR (2) 0 AND ® 4" INCHES O.G. PANEL 8602.10.5 Z STRAP-TYPE ANCHORS PER ° EDGES FOR THE FIRST OF 2 ° BRACE WALL PANELS hC IITH ONTINUOUS 5HEATHIN6 a ',` n d TABLE 8602.10.6.1 (ONE EACH ° STORIES a ONE #4 N _ > SHOWN FOR CLARITY) STRAP- ' MIN. REBAR IN W 8602.10.5.2 -� -�� 1 ° "� a. 4 1/2 f� SHEAR GONE PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 -1TYPE ANCHORS SHALL BE 0 I I STUD/POST UNDER HEARD AS a X20 INCHES IN ACTUAL LENGTH A EN F a PERMITTED TO BE ATTACHED i REQUIRED G ACTUAL L 6TH O CONTRIBUTING LENGTH OF BRACED WALL PANEL(INCHES) W OVER THE WOOD STRUCTURAL ° �� i SD COMMON OR OALV. BOX Simpson Strong-Tie BRACED WALL PANEL PANEL �� °_ i " STHDI4RJ (INGHE5) 8- FOOT WALL HEIGHT 9- FOOT WALL HEIGHT � NAILS m 12 O.G. AT USE SIMP50N Z-MAX OR HD6 CONNECTORS ° `. I TO INCREASE CORROSION RESISTANCE LU 46 48 48 V ' INTERIOR SUPPORTS PANEL MUST BE ATTACHED TO I FOR ALL HARDWARE IN CONNECTION 42 56 56CONCRETE FOOTING OR 0 ° W/ AGQ LUMBER. — Z LU t- 56 2-7 WA CONCRETE FOUNDATION WALL DOUBLE 2X 5TU 0 a - LINEAR INTERPOLATION SHALL BE PERMITTED CONTINUOUS OVER BRACED WALL MIN. REINFORCING OF SIMP50N PHD5-5D5 — - LINE FOUNDATION- ONE #4 REBAR 8602.10.6.1 TOP AND BOTTOM. LAP THREADED ROD ANCHOR BOLT MINIMUM HOLD-DOWN FORGES FOR METHOD ABN BRACED WALL o 0 0 0 o MIN. 12" PENETRATION ° PANELS a , ., 11 11 . 11.° BARS 15" MINIMUM INTO FOUNDATION SEISMIC DE516N HOLD-DOWN FORGE (POUNDS) I II m' a --�� PORTION �. � ' i I ; n u n NAILED CATEGORY AND WIND ° i ii ii i� ° - DRILL AND EPDXY INTO EX HE16HT OF BRACE WALL PANEL o \ 0 SPEED SUPPORTING/STORIES I •I 11 "d ° u. °I I �" l-! 8 FEET q FEET 10 FEET II FEET 12 FEET SDG AB,AND G ULTIMATE DESIGN YVIND ONE STORY 1600 IBOO 1600 2p00 2000 •L--1+. . II ° `° 41 11 n LH SPEED < 140 MPH FIRST OF TWO STORIES 3,000 3,000 3,000 3,300 3,600 u ° u c ► .°° O 500 Ao 01AND 'G 2 CNE STORY 1,600 IAOO 1000 �° a 'a ea MINIMUM FOOTING SIZE °. ULTIMATE DE516N WIND s NP NP UNDER OPENING I S 12"x l2". A a ° CLEAR SPAN U-J SPEED < 140 MPH FIRST OF TWO STORIES 3g 3,000 NP NP ° o• ° a 17 MAX HA DOWN SLAB SHALL FOR 51: I INCH = 25.4 MM, I FOOT = 304.8 MM, I POUND = 4.45 N, I MILE PER HOUR = 0.44? M/5 (2) J/2" DIAMETER ANCHOR BOLTS TURNED- II � �� . .a ° a NP = NOT PERMITTED LOCATED BETWEEN 6" AND 12" OF BE PERMITTED AT DOOR ° . a �. .a .Q O W O EACH END OF THE SEGMENT OPENINGS �- 1 TABLE R602.10) ° ° . a ONE #4 =:_"_ m,y Z "MIN. REBAR IN .''-�I 1 a u n ' d 1 M SHEAR GONE � t GIRDER SPANS AND HEADER SPANSaFOR EXTERIOR BEARING 11 « WALLS o.SPANS ARE 61VEN IN FEET AND INCHESON CENTER SHALL BE APPLIED WITH PANEL 5TRENOTH AXIS PERPENDICULAR TO 5UPPORT. -_ GIRDERS AND GROUND 5NOW LOAD( sf) b.NO. I OR BETTER GRADE LUMBER SHALL BE USED FOR SOUTHERN PINE. 30 OTHER TABULATED VALUES ASSUME#2 GRADE LUMBER METHOD ABW- ALTERNATE BRACED NALL PANEL Simpson 5tron "TiB, r` W HEADERS 51ZE c.BUILDIN6 WIDTH 15 MEASURED PERPENDICULAR TO THE RIDGE.FOR WIDTHS p g - i � m SUPPORTING BUILDING WIDTH (FEET) BETWEEN TH05E 5HOWN,SPANS ARE PERMITTED TO BE INTERPOLATED 5THD14RJ b O N 20 2a 36 TABLE R602.10.6.1 FROM 2020 I .R.B.0. ,� d.NJ= NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END.WHERE THESTHDI4RJ l�?�1 -ct ra � O � 5PANI N SPAN NJCFSPAN NUMBER OF JACK STUDS EQUALS ONE,THE HEADER PERMITTED TO BE 2 SUPPORTED BY AN APPROVED FRAMING ANCHOR ATTACHED TO THE FULL "? ^N O ROOF AND 2-2x12 9'-q" I 6'-5" 2 7'-6" 2 HEIGHT WALL STUD TO HEADER 1� Q (� (u Z . CEILING 5-2x12 12'-2' 2 10'-11 2 9'-5" 2 LOAD:21S LESS THAN 30 ps AND THE ROOF LEVE LOAD 5 E�AL TO OR LESS HOLD DONN FOR BRACE NALL5 DETAIL L�'-- ` >' � O 4-2x12 14'-1" 1 12'-2' 2 IO'-11' 2 THAN 20 psf � W _1 FOR 51: I Inch = 25.4 mm, I FOUND PER 50.FT. = 0.419 kPa W F SCALE: N.T.S. ' -- -____. �_ O 4 v 0 2020 RESIDENTIAL GODS OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NY5 - TABLE 8602.50) TABLE R802.11 RAFTER OR TRU55 UPLIFT CONNECTION FORCES TABLE R602.3(I) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED { _ FASTENING SCHEDULE FROM WIND (ASD) (POUNDS PER CONNECTION) ab.c.d.e.f.ah FASTENING SCHEDULE CONTINUED TABLE 8301.1 FOR ALL WINDOWS AS PER „ NUMBER D TYPE 2020 RESIDENTIAL GODS OF NYS SECTION 8312.2 I DESCRIPTION OF BUILDING ELEMENTS OF FASANTENER apc SPACING AND LOCATION EXPOSURE B ITE DESCRIPTION OF BUILDING El NUMBER AND TYPE SPACING OF FASTENERS NTS OF FASTENER abc STRUCTURAL MEMBER ALLOWABLE INTERMEDIATE ROOF ED6E5h SUPPORTS CA DEFLECTION T�A ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) FI 1111 E C T S" (INCHES) 4-ea Box(2 "x0.113")OR RAFTER OR ROOF SPAN RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE TODD O'CONNELL 130 mph 140 mph WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL 5HEATHIN6 TO FRAMING AND PARTICLE BOARD WALL j R CH ITECT P.C. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-Bd COMMON(2 Y,"X0.131");OR TOE NAIL TRUSS SPACING (FEET) SHEATHING TO FRAMING[SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] WITH NO FINISHED CEILING ATTACHED TO WINDOW OPENING I5 LOCATED LE55 THAN 24 INCHES ABOVE THE TO TOP PLATE 3-10d BOX(2Y2'x0.126");OR ROOF PITCH ROOF PITCH RAFTERS FINISH FLOOR AND GREATER THAN 72 INGHE5 ABOVE FINISH GRADE 3-3"X0.131"NAILS bd COMMON(2"X0.113")NAIL(SUBFLOOR,WALU <5:12 >5:12 <5:12 >5:12 3o g/O"-Y2" ad COMMON(212"XO.131"NAIL(ROOF) b 12f INTERIOR WALLS AND PARTITIONS H/180 -T SURFACE BELOW THE EXTERIOR OF THE BUILDING TODD O'CONNELL, AIA 4-8a Box(2 J"x0.113")OR 12 g5 88 - 122 113 , f FLOORS L/360 -THE OPERABLE WINDOW SHALL COMPLY WITH: 3-6d COMMON(2 Y2"XO.131");OR 155 146 31 %2 - I" ad COMMON NAIL(21�"X0.131") 6 t2 OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW 1200 Veterans Memorial Highway 2 GEILIN6 JOISTS TO TOP PLATE PER JOIST,TOE NAIL 18 122 11 L 3-I0d BOX(2)�"x0.128");OR GEILIN6 WITH BRITTLE FINISHES (INCLUDING L/360 OPENING CONTROL DEVICES THAT COMPLY WITH SEG. R312.2.2 Suite 120 24 149 037 i 192 178 PLASTER AND STUCCO) Hauppauge,3-3"X0.131" NAILS IOd COMMON(3"X0.148") NAIL;OR 28 167 153 216 200 32 1 Y°"- I Y4" 6 12 12 O.G. 32 185 � 170 240 222 ad(2)�"X0.131")DEFORMED NAIL NY 11788 GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"X0.113")OR OTHER WALL SHEATHING 9 CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH FIBERBOARD 802.32 3-I6d COMMON(3�"X0.162");OR 36 203 ,186 : 264 244 GYPSUM BOARD) P(631) 650-6666 3 LAPS OVER PARTITIONS[see SaWons R802.3.1 ,R FACE NAIL 1)�"STRUCTURAL CELLULOSIC, I GALVANIZED ROOFING NAIL, a HEAD ASTM F20ai0 and Table 8502.5.1 (q)] 4-3"x0.131"NAILS 42 230 / •211 i 300 258 33 SHEATHING DIAMETER,OR I" GROWN STAPLE Ib ga., 3 6 ALL OTHER STRUCTURAL MEMBERS L/240 THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE F(631) 650-6667 48 25825(-) 336 511 1 Y°LONG C(516) 658-0325 12 126 T-I i 162 150 ss I a' GALVANIZED ROOFING NAIL, b HEAD EXTERIOR WALLS - WIND LOADa WITH PLASTER OR H/360 CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN SHALL NOT GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER 34 5�"STRUGTURAt.CELLULOSIC,FIBERBOARD DIAMETER,OR I" GROWN STAPLE 16 ga., 3 6 »- 4 (HEEL JOINT), TABLE Ra02.5.1(11) FAGS NAIL 18 162 ,14cl 209 194 SHEATHING 1Y"LONG STUCCO FINISHES REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO ;ti�tlryalarI?I� fil :(1;1 i [sec sections 8802.3.1 ,88 e 8 02.3:2 and Table. 00124 198 / 18._ 255 235 1)4"GALVANIZED ROOFING NAIL;STAPLE LESS THAN THE AREA REQUIRED BY SECTION 8310.2.1 28 222 i 205 i 285 266 35 GYPSUM SHEATHINCd GALVANIZED, 0s"LONG;I Ya"SCREWS, '1 7 EXTERIOR WALLS - WIND LOAD50 WITH OTHER H/240 4-I0d BOX(3"X0.128")OR I6 O.G. 32 246 226% 319 295 TYPE H OR 5 BRITTLE FINISHES COLLAR TIE TO RAFTER,FACE NAIL OR I Ya"X 209a. 3-I0d COMMON(3)�"X0.148");OR d d I s/4"GALVANIZED ROOFIN6 NAIL;STAPLE 5 RIDGE STRAP TO RAFTER 4-3"X0.131"NAILS FACE NAIL EACH RAFTER 36 250 241/ 351 325 36 S/°"6YP5UM SHEATHING 6ALVANIZED, I s/°"5GREW5,TYPE W OR 5 T '7 EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120d 2020 RE51DENTIAL CODE OF NYS SECTION 8305.1 42 306 281 3g95-70 FINISHES. 48 343 314 445 414 WOOD 5TRU5TRUAL PANELS,COMBINATION 5U5FLOOR UNDERLAYMENT TO FRAMING 3-I6d BOX NAILS(3�"x0.135"9 OR 2 TOE NAILS ON ONE 51DE bd DEFORMED(2"X0.120")NAIL;OR e MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND RAFTER OR ROOF TRUSS TO PLATE 3-IOd COMMON NAILS(3"X0.148");OR AND I TOE NAIL ON OPPOSITE EXPOSURE C 51 °/4"AND LESS ad COMMON(2 Y2"X0.131")NAIL 6 12 LINTELS SUPPORTING MASONRY VENEER WALLS L/600 PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A b 4-IOd BOX 0"x0.128");OR SIDE OF EACH RAFTER OR NOTE: L=SPAN LENGTH, H=SPAN HEIGHT CEILING HEIGHT OF NOT LESS THAN "7 FEET. BATHROOMS, TOILET 4-3"X0.131" NAILS TRUSS I ULTIMATE DE51ON WIND SPEED Vuit (mph) 8d COMMON(2"X0.131")NAIL;OR p 38 Y°° - 1" ad DEFORMED(2)2"XO.120"9 NAIL 6 12 a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS ROOMS, LAUNDRY ROOMS SHALL HAVE A GEILIN6 HEIGHT OF NOT 4-16d(3�"X0.135"9 OR RAFTER OR ROOF SPAN 130 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN LESS THAN 6 FEET 8 INCHES TRUSS SPACING (FEET) IOd COMMON(3"X0.148") NAIL;OR 3-I0d COMMON(3"x0.145");OR TOE NAIL 3g I Y°" - I Ya" 8d DEFORMED(2)4"x0.120")NAIL 6 12 AS O.? TIMES THE COMPONENT AND CLADDING (ASD) LOADS EXCEPTION: 4-I0d BOX(3"x0.128");OR ROOF PITCH ROOF PITCH OBTAINED FROM THE TABLE R301.2(2). I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR 4-3"X0.131" NAILS <5:12 >5:12 <5:12 >5:12 FOR 51: 1 Inch - 25.4 mm, I foot a 304.8 mm, I MILE PER HOUR- 0.44-f m/s;I ksl a 6.885 MPa � ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWIGS AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-I6d BOX(3�"X0,135")OR 12 161 151 lab 186 THE LENGTH OF THE CANTILEVER. LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHAN<5 EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING 2-I6d COMMON(3 Y2"X0.162");OR TOE NAIL 18 208 195 255 242 G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 3-I0d BOX(3"X0.128");OR CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD .142 INCH AS SHOWN: 8o K51 FOR SHANK DIAMETER OF 0.1112 INCH(20d REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT 24 256 . 2.�9% 315 298 COMMON NAIL),110 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.IT7 INCH,AND 100 K51 FOR SHANK ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO 3-3"x0.131' NAILS LESS THAN 7 FEET :, 28 289 - 269 � 356 335 DIAMETERS of 0.142 INCH OR LE55. COVERS, NOT SUPPORTING EDGE OF GLA55, THE CONTINUOUS 12 O.G. 32 321 299 398 353 ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF WALL b.STAPLES ARE I6 GAGE WIRE AND HAVE AMINIMUM-1/I6-INCH ON DIAMETER GROWN WIDTH. 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM Ibd COMMON(5)2"X0.162'9 24"O.G.FACE NAIL 36 353 32c1 438 411 c•NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF m d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. 8 STUD TO STUD MOT AT BRACED WALL PANELS) IOd 0"X0.128");OR 42 402355 4q9465 is.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). L/1'75 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE BEING USED FOR ITS INTENDED PURPOSE 3"X0.131") NAILS 16"O.G.FACE NAIL 48 450 420 560 524 f.WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. 12 214 i 201" / 263 245 6ABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 6REATER THAN 130 MPH, r I6d BOX(3)�"X0.135");OR I8 255 259' ' 342 322 NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF N STUD TO STUD AND ABUTTING STJO5 AT INTER5EGTIN6 WALL 3"X0.131"NAILS 12"O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND CABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMIN6. SUNROOM ADDITIONS OR PATIO GOVER5, THE TOTAL LOAD 11 CORNERS(AT BRACED WALL PANELS) 24 340 ;'318/ 422 3116 g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 13116 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING DEFLECTION SHALL NOT EXCEED L/120. Z #O Ibd COMMON(3)�"X0.162") Ib"O.G.FACE NAIL n 28 384 .358 :: 456 446 SHALL CONFORM TO ASTM G 208. I6 O.G. h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDOE5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR 6YP5UM 32 425 ,�q�// 529 466 Q I6d COMMON(3 Ys"X0.162") 16"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE �- BUILT-UP HEADER(2"TO 2"HEADER KITH Y2'SPACER) 36 469 4 58' 583 545 DEFLECTION OF HADD. -1 10 SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL ED6E5 PERPENDICULAR TO J I6d BOX(3Y�'Xo.135") 12"O.G.EACH EDGE FACE NAIL 42 535 4q9, 664 622 THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE e. REFER TO SECTION 8503.8.2. z 48 599 559 545 695 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 5-bd BOX(2)z"X0.113");OR 1 KHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN AGGORDANGE KITH THI5 SCHEDULE,PROVIDE TWO TOE NAILS O ` II CONTINUOUS HEADER TO STUD 4-8d COMMON(2)4"X0.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON / 4-I0d BOX(3"X0.125" FOR 51: I INCH = 25.4 mm, I FOOT = 304.Smm, I MILE PER HOUR= 0.445 m/s, THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN v Z I6d COMMON(3)�i"x0.162") I6"O.G.FACE NAIL I POUND =0.4540<g, I POUND PER SQUARE FOOT = 45.9 N/m , I plf 14.6 N/m NINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF 12 TOP PLATE TO TOP PLATE 10d BOX 0"x0.128");OR REQUIREMENT5 OF THE LARGE M1551LE TEST OF A5TM E Iggb AND ASTM E 1886 AS m -1 w ~ 3"X0.131")NAILS 12"O.G.FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT TABLE I: MINIMUM INSULATION THICKNESS FOR GIRGULATING HOT WATER PIPES z��tIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR w o INSULATION THICKNESS IN INCHES BY PIPE SIZES �w�w��vq�o 8-I6d COMMON(3 J"X0.162");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DE51ON WIND SPEED. THE HINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING 0. 12-16LI BOX(5)�"xo.135"h OR HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOUT5 STANDARD OR AN51/DASMA 115. (SEE TABLE BELOW) w°- w DOUBLE TOP PLATE SPLICE FOR SDG's A-D KITH SEISMIC ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE w�m 0 w f W 2 12-I0d BOX(3"X0.128");OR FACE NAIL ON EACH 51DE OF n u u u u 13 Q BRACED WALL LINE 5PAGIN6<:;s' 12-3"x0.131" NAILS END JOINT(MINIMUM 24" LAP TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 EXCEPTION: ,� Q �C SPLICE LENGTH EACH 51DE OF HEIGHTS. 170-180 0.5 1.0 1.5 2.0 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THAN (6 INCH AND A �z~ Q 3 w O m 13 END JOINT) b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 z T w�Q o�w~- SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. F m� Q DOUBLE TOP PLATE SPLICE Soo's D ,D ,OR D;AND 12-I6d(3)5"X0.135") ASSEMBLY DEAD LOAD OF 15 P5F. 140-160 0.5 0.5 1.0 1.5 m o w BRACED HALL LINE SPAGIN6>25' 0 I 2 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING 5URROUNDING THE 3 g z o G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF 100-130 0.5 0.5 0.5 1.0 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE o z T y_j v w_ o~ 0 OVERHANG OF 24 INCHES. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED W w,O�z y �'z W 0 I6d COMMON(3)�"x0.162") I6"O.G.FACE NAIL d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO w Q o o o z O 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR MULTIPLIED BY 0.55 FOR GONNEGTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING � )--w z_z pQ w v [- Ibd BOX(3 Ys x0.135");OR RE515T THE COMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH o Q Q o BLOCKING(NOT AT BRACED HALL PANELS) 12"O.G.FACE NAIL TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES w� 3"x0.131")NAILS CORNERS. EITHER TABLE R301.2(2) OR A5GE 5, WITH THE PERMANENT CORROSION-RESISTANT5-16d BOX z o m o o a e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED Q v w BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-16d COMMON(3)5 XO 1628;OR 2 EACH I6"O.G.FACE NAIL UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.50. THIS ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE z w w o Z�o D�o m Is PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INGHE5 BY PIPE SIZE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BLOCKING(AT BRACED WALL Pf�NELS) 4-3"X0.131"NAILS 4 EACH ib"O.G.FACE NAIL REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED o w Q m v FORGES. TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE Q o o I°u z 4-8d BOX(2 �"x0.115'%OR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT HEATING SYSTEMS DE51ON WIND SPEED, 15 180 MPH OR LESS. Dn LL w Q F o K- 5-16d 3-I6d BOX(3 Ys"X0.135");OR Q V CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 If FOR EACH FULL LOW PRE55URE/TEMPERATURE 201-250 I.O 1.5 1.5 2.0 v w ' `� O 4-ad TOENAIL p TABLE R50I.2.I.2: WINDBORNE DEBRIS PROTECTION FASTENING o>wro E- 4-IOd BOX(3"X0.128");OR WALL ABOVE. m�a z H w_ 16 TOP OR BOTTOM PLATE TO STUD 4-3"X 0.131 NAILS LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 w� o m v m w g• SCHEDULE FOR WOOD STRUCTURAL PANELS �m o u-z il_x o )- 3-Ibd BOX(3�"x0.135");OR SHALL BE PERMITTED. STEAM CONDENSATE o z m 2-I6d COMMON(3 Ys"X0.162");OR END NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED FASTENER SPACING 3-I0d BOX(3"x0.128");OR TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. (FEED WATER) ANY 1.0 1.0 1.5 2.0 3-3"X0.131" NAILS FASTENER TYPE 4 FOOT 6 FOOT 0<1 COOLING SYSTEMS PANEL SPAN < PANEL SPAN < PANEL SPAN w w v w " 4 FOOT _6 FOOT <-8 FOOT 3-I0d BOX(3"X0.128");OR CHILLED WATER, REFRIGERANT 201-250 I.O 1.5 I.5 2.0 <_ < ► Q Q u,o o o S Q 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON(3)4"X0.162");OR 3-3"X0.131"NAILS FACE NAIL AND BRINE 120-200 0.5 1.0 I.O 1.5 NO. 8 WOOD SCREW 3-5d BOX(2 "X0.113"9;OR BASED ANCHOR WITH 2 I6 10 8 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON(2)�"X0.131");OR INCH EMBEDMENT LENGTH v v v Y m 2-I0d BOX(3"X0.128");OR FACE NAIL 2 STAPLES I /a" NO. 10 WOOD SCREW 3-ad BOX 2 "X0.113");OR 2-8d COMMON(2)2"X0.131");OR BASED ANCHOR WITH 2 16 12 q 111 1"X 6"SHEATHING TO EACH BEARING 2-10d BOX(3"X0.128");OR FACE NAIL INCH EMBEDMENT LENGTH 2 STAPLES,I"GROWN,Ibga.,I 9/4"LONG 3-8d BOX(2 "X0.113"9;OR INCH LAG SCREW 3-5d COMMON(2 Y2"X0.131");OR Y4 3-10d BOX(3"x0.128");OR BASED ANCHOR WITH 2 I6 16 16 3 STAPLES, 1"GROWN,Ibga.,l s/a"LONG INCH EMBEDMENT LENGTH W O I"X 8"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I"X 8' FACE NAIL 4-5d BOX(2 �"X0.113");OR 3-5d COMMON(2)�"x0.131");OR a. THIS TABLE IS BASED ON 180 MPH ULTIMATE O 3-I0d BOX(3"Xo.12a");OR DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF t[l (I1 Q F- 4 STAPLES, I"GROWN,Ibga.,l /a"LONG FLOOR b. FASTENERS SHALL BE INSTALLED AT OPPOSINz z z z 4-Sd BOX(2 �"X0.113");OR EG Q O 21 JOIST TO SILL,TOP PLATE OR 61RDER 3-8d COMMON(2 Ys"X0.131");OR < < v 3-I0d BOX(3"x0.128');OR TOE NAIL ENDS OF THE WOOD STRUCTURAL PANEL. Q Q 0 v 3-3"x0.131"NAILS FASTENERS SHALL BE LOCATED NOT LESS THAN 0 0 RO ad BOX(2 "x0.113") 4"O.G. TOE 11­_NAIL INCH FROM THE EDGE OF THE PANEL. f- z F_ .. 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ad COMMON(2)�"X0.131'%0R G. ANCHORS SHALL PENETRATE THROUGH THE W W z Ul PLATE(ROOF APPLICATIONS ALSO) IOd Box(3"X0.128");OR 6"O.G.TOE NAIL 3"X0.131" NAILS EXTERIOR WALL COVERING WITH AN EMBEDMENT v W O 3-8d BOX 2 X0.11 ;OR LENGTH OF NOT LESS THAN 2 INCHES INTO THE 2-5a COMMON(2)YX0.I31');OR BUILDING FRAME. FASTENERS SHALL BE LOCATED N 23 1"X b" 5UBFLOOR OR LESS TO EACH J015T 3-10d BOX(3"X0.128");OR 2 STAPLES, I"GROWN,169a.) s/4"LONG FACE NAIL NOT LESS THAN 2 y2 INCHES FROM THE EDGE OF THE m N Q CONCRETE BLOCK OR CONCRETE. N .4 d. PANELS ATTACHED TO MASONRY OR -0, Q 3-Ibd BOX(315'X0.135");OR BLIND AND FACE NAIL MASONRY/STUCCO SHALL BE ATTACHED U51NG 2 2"SUBFLOOR TO JOIST OR GIRDER :2-16d COMMON(3 Y�"X0.162") 3-I6d BOX(3)1'X0.135");OR 25 2" PLANKS(PLANK sBEAM-FLOOR s ROOF) 2-I6d COMMON(3)5"X0.162") AT EACH BEARING,FAGS NAIL VIBRATION-RE515TANT ANCHORS HAVING AN 3-16d COMMON(3 "x0.16219 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS _ 4-10 BOX(3"X0.128");OR THAN 1500 POUNDSVi w . 26 BAND OR RIM JOIST TO JOIST 4-3"X0.131" NAILS;OR END NAIL 4-3"X 14ga.STAPLES,J"GROWN NAIL EACH LAYER AS FOEEO_ 2020 RESIDENTIAL CODE OF NYS SECTION R308- GLAZING 20d COMMON(4"X0.1112");OR 32"O.G.AT TOP AND BOTTOM - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN AND STAGGERED 10d BOX O"x0.125");OR 24"O.G.FACE NAIL AT TOP HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A 2T BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131`NAILS AND BOTTOM STAGGERED ON MANUFACTURE'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING THE AND. OPPOSITE SIDES TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE LU 2-20d COMMON(4"XO.1g2");OR FACE NAIL AT ENDS AND IN THE FINAL INSTALLATION. THE ME51ONATION SHALL BE ACID ETCHED, SANDBLASTED, z 3-I0d BOX(3"XO.126'9,OR AT EACH SPLICE CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A TYPE THAT ONCE APPLIED CANNOT BE to 4-I6d BOX(3 j°X0.135°);08 0 3-3"x0.131" NAILS REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE J 4-1�-- 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON O.:2 X0.162");OR AT EACH JOIST OR RAFTER, R30P1.MANUFACTURE'S DESIGNATION 4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN SECTIONS 8308.4.1 THROUGH JU 4-IOd BOX(3"X0.128");OR FADE NAIL 4-3"X0.131 NAILS R308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF 211 BRIDGING TO JOIST 2-I0d(3"X0.128") EACH END,TOE NAIL GLAZING (� �- R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE PANEL OF SWINGING, 5LIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION V L 2020 RESIDENTIAL CODE OF NYS R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING- TABLE 8602.3(3) - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR WOOD PANEL WALL 5HEATHINO FASTENING 50HEDULE abti -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED LH r O MINIMUM NAIL MINIMUM HOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL 5PAGIN6 ULTIMATE DESIGN WIND POSITION AND WITHIN 24" OF THE HINGED SIDE OF AN IN-SWING DOOR 5TRUCTURAL PANEL THIGKNE55 STUD SPACING SPEED VULTO-") 8308.4.3- GLAZING IN WINDOW SIZE PENETRATION PANEL SPAN (INCHES) (INGHE5) ED6E5 FIELD WIND EXPOSURE GATE6oRY - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN ci SOFT. O (INGHE5) RAT'IN6 (INCHES 0.0) (INCHES O.G) B C. D O- bd COMMON I.5 24,/0 3/8 16 6 12 140 IIS 110 -BOTTOM EDGE OF GLAZING 15 LESS THAN 18" ABOVE THE FLOOR O � O (20%0.115") - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND 1 17 140 135 ad COMMON 1:15 24,16 -r/16 16 6 2 0 ONE OR MORE WALKING SURFACES ARE WITHIN 56", MEASURED HORIZONTALLY AND IN A STRAIGHT • (2.5"X0.131") 24 6 12 140 115 110 �}- FOR 51: 1 Inch = 25.4 mm,I MILE PER HOUR = 0.44-1 m/s LINE OF GLAZING nn V 308.4.4- GLAZING IN GUARDS AND RA I L I NGSs a 1� Z o.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE PLY PLYWOOD SHEATHING WITH STUD 5PAGIN6 MORE THAN 16" ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AX15 PERPENDICULAR TO SUPPORT. 8308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED b.TABLE BASED ON WIND PRESSURES ACTINO TOWARD AND AKAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION 8301.2. EDGE OF GLAZING 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 8602.10. c.WOOD STRUCTURAL PANELS KITH SPAN RATIN6WALKING SURFACE5 OF KALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS HITH A 24/0 COJ cel SPAN RATING. PLYWOOD SIVIN6 RAT1=D 16 O.G.OR 24 O.G.54ALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. - R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING WHERE THE BOTTOM EXPOSED �~ cv Q WALL-I6 AND PLYWOOD SIDING Ib O.G.SHALL BE USED KITH STUDS SPACED NOT MORE THAN 16"ON CENTER. EDGE OF THE GLAZING 15 LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING 2 SURFACE OF 5TAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPSrL� c'°- w w -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE WALKING SURFACE `� I TO R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING - WHERE GLAZING 15 LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARE '"a 00 0 O LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING IL' v O z ui tu SEE FLOOR FLAN FOR MORE INFORMATION L�-- < � m � � 0 0 Q CONTINUOUS BEAD 'AJtCNI'1"ECTS OF SEALANT TODD O'CONNELL ( MANUFACTURED THIN-PROFILE "C ARCH ITECT P.C. EXISTING ATTIC, VENTILATION BAFFLE VENTED AIR SPACE FLOOR ASSEMBLY (FULL WIDTH �ATTIC, INSULAITON - 1)�" RIGID TODD O CONNELL, AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway CONTINUOUS MINIMAL PTIONAL Suite 120 EXPANDING FOAM AT CAVITY INSULATION ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 WINDOW PERIMETER XPANDING FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED P(631)650-6666 THE PERIMETER OF LOOSELY ( IN THE BUILDING ENVELOPE SECTION OUT RIGID INSULATION NTINUOU5 BEAD GENERAL REOUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED A5 F(631) 650-6667 5 R BARRIER OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516) 658-0325 AILING GYPSUM BOARD �" —� ----I " RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE err;r,rSrr,f of pir- ,f��", EXISTING BAND JOIST INSULATION � SEALED RETROFIT WITH 1 1/2"RIGID INSULATION \--EXTERIOR INSULATED ' r ONTINUOUS BEAD S:rr�r,'fi?9r�:���'f�ii��•���� iNINDOW UNIT AS OF SEALANT WALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT AIR BARRIER ONTINUOUS BEAD 9-00300 6aa1e,5/4" : 1'-0" CEILING / ATTIC, SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ATTIC,EAVE BAFFLE AND VENT 5AP5 IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS 5PAGE5 EXPANDING FOAM AT ONTINUOUS MINIMAL 5-01004 50016,5/4" = I'-0' SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE CONTINUCUS BEAD " GYP5UM BOARD ANUFAGTURED RECESSED LIGHT WALL5 THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RE515TANCE OF SEALANT X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED �GONTINUOUS BEAD EILING JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT OF ADHESIVE AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER CONTINUOUS BEAD INDOW UNIT AS =4,7 OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS NSULATED EXTERIOR THE SPACE BETWEEN WINDOW/DOORJAMBS AND WALL FRAMING, AND SKYLIGHT5 AND FRAMING SHALL BE CONTINUOUS MINIMAL XTERIOR WALL SEALED EXPANDING FOAM AT 5HEATHIN67 tAT PANDING FOAM SEALANT m WINDOW PERIMETER PERIMETER r 2-STUO CORNER WITH 1x4 BACKER NTINUOU5 BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z # F SEALANT 5-00006 5c41o,5/4• = 1'-0• TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE GE55ED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY Qy CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF 5UBFLOOR DECKING, OR FLOOR FRAMING CAVITY CONTINUOUS BEAD ONTINUOU5 BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH -� OF SEALANT OF ADHESIVE THE TOP 51DE OF 5HEATHING, OR CONTINUOUS INSULATION CONTINUOUS BEAD AR SEALING AT REGE55W LI&MN6 IN AT116 O ` CONTINUOUS SILL SEALER OF SEALANT INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL v Z -FULL WIDTH OF MUD5ILL ONTINUOU5 BEAD 5.02041 50016: 5/4• = I'-0• PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE CRAWL SPACE WALLS FOUNDATION WALL NTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, � i � AS AIR BARRIER OF SEALANT BE COVERED WITH A CLA55 I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE 1 o z�sno o ONGRETE SLAB AS WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALL5 w��O v H O AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE d�m w p f f l w v -FLOOR ASSEMBLY LOCKING AS REQUIRED PENETRATIONS 5HAFT5 OPENING TO EXTERIOR OR o o M J t a T o 14 UNCONDITIONED SPACE TO BE SEALED N F s Q } YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR CONTINUOUSSEALANTBEAD ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT "' I-F z O OF SEALANT ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE N a�0 zoo LU CAVITY 5PAGE p z =j O w uwi m v NTINUOUS BEAD FCEILING JOIST w-a o p w o LU 0 OF SEALANT GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED u, Q F o m F Z 13 NTERIOR OYMSUM SPACE 0 w= z p V f- z_Qw0 WALLBOARD AS BARRIERRECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE 4 '~Q Z O RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED 0 lu CONCEPTUAL ,41 R SEAL I NO STRATEOY // CONCEPTUAL AIR SEAL I NO 5TRATEO Y // GONCEPIUAL AIR 5EALING STRATEGY TO THE DRYWALL AIR TIGHT AND IG RATED z �> °< o ro < LOWER WALL SEGTI ON UPPER WALL 5EGT1 ON AT UPPER FLOOR BAND.JOIST BATT INSULATION SHALL BE OUT NEATLY TO FIT PLUMBING AND WIRING Q _z_lu 11 — ! 11 !! ! !! 5-02011 Scalo:3/4' = I'-0" J=U t 5-02002 SGa le:3/4 - I -OFL _ _ _ XPANDING FOAM SEALANT AROUND WIRING AND PLUMBING IN EXTERIOR w��-�I] �O z�� O WALLS, OR INSULATION THAT ON INSTALLATION ��_ V 02003 SGa le•5/4 1 O AT PERIMETER _ �' F READILY CONFORMS TO AVAILABLE SPACE SHALL SEALANTN IN BEAD OF EXTEND BEHIND PIPING AND WIRING �' w w o wm w o_I ~ RYWALL CEILING THE AIR BARRIER INSTALLED AT EXTERIOR WALLS V m Q N U O z m " GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL z�_ _z o � EXTERIOR WALLS ADJACENT TO SHOWERS AND �� >-� 2) LAYERS 2" RIGID INSULATION GE55ED LI6FiT FIXTURE z w INSTALL I" RIGID INSULATION ADJACENT TO SHOWERS AND TUBS SHALL x� a x o,. Z SEPARATE THEM FROM THE SHOWERS AND TUBS TUBS SHALL BE INSULATED � INSTALLED DURING FRAMING o Q z �� Q w OUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND lu� y m lu o s RAFTERS FROM SEAL BOTH AIR S64LIN6 AT RECa5W LI&MN6 IN AT% EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR I" RIGID INSULATION 51DE5 ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH OUT AROUND EXPANDING FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-02040 Scale.5/4' = 1'-0" HVAC, REGISTER HVAC, REGISTER BOOTS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID IN5ULATIO NSULATED EXTERIOR v WITH EXPANDIINGATTIC INSULATION KALL BOOTS 5UBFLOOR OREDRYWALL LL BE SEALED TO THE FOAM SEALANT XTERIOR WALL INSTALL I" R161D INSULATION 5HEATHING CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE VERTICALLY TO CONNECT 5PRINKLER5 SHALL ONLY BE SEALED IN A MANNER INSULATING SHEATHING TO RIGID 5-5TUD CORNER WITH RIGID INSULATION THAT 15 RECOMMENDED BY THE MANUFACTURER. INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE SEALANTS SHALL FOAM SEAL BOTH JOINT 5-000011 5ca1e,5/4' = 1'-0" NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR 477� ONTINUOUS BEADCEILINGS W OF SEALANT RIGID INSULATION ONTINUOUS BEAD Z OF SEALANT v \"XTERIOR INSULATED --1 " RIGID INSULATION WALL VIDE BLOCKING AT � W D F- O O O z �XTERIOR INSULATED STUD CAVITY AT 5HOWER WALL AT EXTERIOR WALL _ � ONTINUOUS BEAD OF Q Q v SEALANT NSTALL INTERIOR 5HEATHING MATERIALS R-VALUES r � �} I'RIGID IN'SIILATION A5 ATTIC,SAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING AS PRIOR TO INSTALLATION OF v v O AROUND M,4NUFAGTURED VENT ATTIC.EAVE BAFFLE AND VENT 5-01006 5cale,5/4" = 1'-0" 5-01005 '3/4• = 1b" PREFAB FIREPLACE UNIT z z EMENT BAGKERBOARD MATERIAL R-VALUE �••� Scale TUB SURROUND FINISH Z 0 TILE SURROUND FINISH REPLACE TUB UNIT W z0 EMENT BAGKERBOARD UNIT BUILDING BOARD NSTALL I" RIGID INSULATION -TUB SURROUND AT BOTH HORIZONTAL AND NSULATED PROVIDE BLOCKING AT BEYOND -� GYPSUM WALL BOARD a'2") 0.45 ry0 N N DRAINAGE PLANE VERTICAL POSITIONS NSULATED EXTERIOR EXTERIOR STUD CAVITY AT TUB (LEAVE 'GAP FOR EXPANDING FOAM) STUD WALL STUD WALL AT EXTERIOR WALL ONTINUOU5 BEAD GYPSUM WALL BOARD (5/g") 0.5625 _ \ to 0 THIN PROFILE WALL SHEATHING OF SEALANT �1/ O 62 O INSTALL EXPANDING FOAM INSULATED EXTERIOR PLYWOOD V2") — SEALANT AT INTENTIONAL GAP5 THIN PROFILE WAL PLYWOOD (3/4 ) AT I" RIGID INSULATION—-' EXISTING FLOOR STUD WALL 5HEATHING " O.q4 # CONTINUOUS BEAD OF ASSEMBLY N - W 5EALANT AVITY INSULATION NTINUOUS BEAD OF ONTINUOUS BEA � MINIMUM k" DRIP SELANT OF SEALANT SIDING I" RIGID INSULATION— I-AN SHOWER SOFFIT CLOSURE— 7XPANDING FOAMXPANDING FOAM ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 --WOOD FLOOR ASSEMBLY ALUMINUM/ VINYL 51 D I NO a42" INSULATION) 1.80 1 I 1 OD FRAME FLOORZ V A55EMBLY OD FRAME FLOORING — FLOOR ASSEMBLY INSULATED CANTILEVER FLOOR// HARDWOOD FLOORING (3/4") Oba CAVITY INSULATION WITH I'RIGID INSULATION CLOSURE U]> TILE 0.05 — 5-01019 5c01e:3/4• = 11-0" AIR SEALING BEHIND SHOWER WITH AR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH THIN-PROFILE 5HEATHING FIREPLACE ASSEMBLY THIN-PROFILE SHEATHING//SECTION CARPET WITH FIBER PAD 2.08 ATTIC, INSULATION 5-OI00'J Sca1o,5/4' ' I'-0• 5-01012 Sca141,3/4' - 1'-0' 5-01009 Scalo,5/4" = r-0• CARPET WITH RUBBER PAD 1.25 z LU - _GEILING FRAMING- LOOR GRILLE AIR SPACE (V2" UP TO 4") 1.00 51 LU I�, EATH INTERIOR OF LOOP, DUCT BOOT ,---ELECTRICAL WIRE 14-1 !- I" RIGID ATTIC, ACCESS TO /-CONTINUOUS BEAD OF / v 1 O NSULATION a +1" OF INSULATION SEALANT ! LEVEL PLUMBING PIP ROOFING FLOOR TOP PLATE ASPHALT SHINGLES 0.44 LACGESSPANEL f-1111111111111111 LRA4*4 ACCE55 PANEL TOP PLA FOAM WOOD SHINGLES O.a{� OL SNUG WITH PERIMETER EXPANDING FOAM NSULATED FLEXIBLE DUCT XPANDING W 5'REN SEALANT TIE AT INNER LINER SEALANT O 3: O TRIM A5 REQUIRED ASTIC, AT INNER LINER LL STUD TIE AT OUTER LINER nn INI5H CEILING WALL STUD--IDOORS --- !l_ z WOOD, SOLID GORE (1 3/4") INSULATED METAL DOOR (2") d' 15.00 cr p AIR SEALING AT ATTC,HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AR SEAL AT TOP PLATE ELECTRICAL PENETRATION r� 5-02022 Scalc,5/4' = 1'-0' 5-01023 ScaloG/4" = 1'-0" 5-01033 5cale,5/4' = 1'-0" 5-01024 Sca1e,5/4' = 1'-0' i POURED CONCRETE PER I" I O N O MI n O z z • Q � D � GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR2020 EGG OF NEW YORK STATE: C FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R105.2 -JOINTS PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS' A5 PER ASCE CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE GOMPL=TED BY THE 7-I6 - CHAPTER 3 TABLE 03.1 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SHALL OBTAIN CERTIFICATE OF THE UTILITY ROOM OR OTHER APPROVED LOCATION IN51DE THE COMPONENT LOAD .. WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-G1-A55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) A R'�►�i"i T>r c`r s OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF 5HINGLES OR APPROVED SEALED. BUILDING. ` TODD O'CONNELL NOT BE MADE WITHOUT WRITTEN G E 1 L I N G 5 ARCH ITECT P.C. OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG "i--�,j AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO GYPSUM BOARD (per � INCH thickness) 0.55 TODD O'CONNELL, AIA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH OLA55 BARRIER APPLIES AT EAVES RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. (1/2 INCHES) (2.2) AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2.75) Suite 120 NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5 GLEARANGE FROM WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLA55 AND LEAVE WORK 8" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631) 650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT WOOD FURRING SUSPENSION SYSTEM 2.5 F(631)650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING C(516) 658-0325 CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH AND GENERAL LIABILITY INSURANCE. THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED G O V E R I N G S, ROOF, AND WALL ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ASPHALT SHINGLES 2.0 � a, LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. +>af�?3r. lf3is�x� ,.rl�, CONTRACTOR SHOULD FULLY RGLAS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, I/2-in. 2.0 GUARANTEE HIS WORK AND THE WORK FFIBEIDE 153 S 55 MMA) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) OF HIS SUBCONTRACTORS 1=0R A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4A, 5, AGA. FIBERBOARD 1.5 PERIOD OF ONE YEAR AFTERTESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE O.8 COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURERS INSTALLATION POLYSTYRENE FOAM 0.2 OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH FOAM FOAM 0.5 FACED FIBEROLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST PLYWOOD (per I/8-in. THICKNESS) 0.4 SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL GARS. p ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL FOIL VIBE PLACED TOWARD CAN BE DETERMINED. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RIGID INSULATION, I/2-in. 0.75 . PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDEPROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE 5KYLIGHT, METAL FRAME, g" WIRE GLA55 8.0 OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND GAOLING R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AN7 FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE AGAINST ALL CLAIMS, DA7v1AGE5, DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BITUMINOUS, SMOOTH SURFACE OTHERWISE SPECIFIED. GARS SHOULD PROVIDED. 1.5 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). R403.3.3: DUCT TE5TING - DUCTS SHALL BE PRESSURE TESTED TO 51NOLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN DETERMINE AIR LEAKAGE. FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY FLOOR FILL lIl RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE MARKED ON THE BUILDING PLANS OR l'(1 OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURREDTHE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8.0 �- SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR GLASS WINDOWS AND DOORS SPECIFICATIONS. THE BUILDING THERMAL ENVELOPE. N TO BE INSTALLED A5 PER SECTION SAND, PER INCH 8.0 EXPENSE (A) IS ATTRIBUTAI3LE TO LEVELS. CONGEALED HORIZONTAL 8308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: STONE CONCRETE, PER INCH 12.0 �ti O BODILY INJURY, SICKNESS, DISEASE FURRED 5PAGE5 SHALL ALSO BE FIRE R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR NY5. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED �- # OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT PLENUMS FLOORS AND FLOOR F I N 15 H E 5 Z LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING v DESTRUCTION OF TANGIBLE: PROPERTY EXCEEDING 10 FEET. FQ- GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR QUARRY TILE (3/4-in.) (OTHER THAN THE WORK ITSELF 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING I6.o J INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED ON I/2-In. MORTAR BED INCLUDING THE LOSS OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. z RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER SLIDING OLA55 DOORS SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-in.) 230 O }- CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED v Z NEGLIGENT ACT OR OM155ION OF THE INDICATED. PROVIDE HOT AND GOLD PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 CONTRACTOR, ANY SUBCONTRACTOR, GODS SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. SHUT-OFF VALVES AT ALL FIXTURES. 2020 NYS RESIDENTIAL GODS ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED HARDWOOD FLOORING 7/7-in. 4.0 � '�'°�w v g ANYONE DIRECTLY OR INDIRECTLY AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST ° z iL EMPLOYED BY ANY OF THEM OR CLEANOUT5 AT ALL CHANGES OF THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER LINOLEUM OR ASPHALT TILE 1/4-In. 1.0 STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. � '�w w ~v o ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF THAN Q N° a I- MANUFACTURE5 SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 10-y 0 THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON A.OI X GFA + 7.5 X (# OF BEDROOMS + 1) IL m v WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. ` oWv OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITCHED *GFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0 �o�� Q IN PART BY A PARTY INDEMNIFIED MIN. 1/8" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG REQUIREMENT5. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 23.0 z z O�z 0�L N m HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R403.7: EQUIPMENT 51ZINO - PER ALGA MANUEL S BASED ON F v F Q z w q 4 O ASSEMBLIES, AND METHOD OF 5UBFLOORING, 3/4-in. 3,0 kn u~-o z m w FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER AGGA MANUEL J. o��a O Ua T,,0°a W CONSTRUCTION INCLUDING BUT NOT DISH WASHER I I/2" FLOORS WOOD JOIST (no luster) 12-1n. 16-1n. °z _ za 0z 0 SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, o I p O.G. O.G. a w W ll LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2 R404.1: LIGHTING - A MINIMUM OF cf0% OF PERMANENTLY JOIST SIZES (in.) (LB/FT=) (LB/FTZ) w F c<��°° TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES) BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL SCREENS AND MASTIC,-PLUS-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. 2x6 6 5 0 w z F-° V �- i-Qw0p PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" HARDWARE A5 REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT 2x8 6 6 9<A w Q a'f-�X Q o BE CAREFULLY SUPERVISED BY THE TOILET 3" CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN I5 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R308- 2x10 7 6 z �> IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING o w Q ui v IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL 2x12 8 7 Q o009 SPECIFICATIONS APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST o-Q NO LF-55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT A5 INDICATED IN SECTION 8308.1.1 EACH PANE OF w°oc��� AND GOOD PRACTICE. DEVIATIONS PROOF H05E-BIBS AS INDICATED ON TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LESS THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN FRAME PARTITIONS ( sf) v w N 00 FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. WOOD OR STEEL STUD5, 1/2-In. GYP. BOTH SIDES 8.0o> o w (500 PA.) SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURE S SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER WOOD STUDS, 2x4, UNPLASTERED q 0 N L N V o g m 5 Y o } -DUGT5 SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, PERMITTED WITHOUT WRITTEN SUPPLY AND 5EWAGE DISPOSAL m m 4 m_o z m AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING z���,a�.� �z o FRAME WALLS x w f xo- z MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES WHICH IS VISIBLE IN THE FINAL �� o�� ~ THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUGT5 WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED EXTERIOR STUD WALL5: INJ RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND w IN 2 THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE 2x4 ® I6-in., _ ' z ''0-0 DRAWINGS WHICH MAY O NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8--inin5 DUNG M I I.O Q Q m o°I o s O ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU 'DF THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFAGTURE'5 DESIGNATION 2x6 a I6-in., 5/8-in. GYPSUM, CONTRACTOR TO REMOVE PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/8-in. 51DINO 12'0 0 M RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R505.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO BE EXTERIOR STUD WALL5 WITH BRICK VENEER 48.0 611 DIAMETER EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE: OF GLAZING WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED 8308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, CLASS, FRAME AND SASH 8.0 REFLECTIVE WHITE THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHE5: THE CONSTRUCTION TYPE SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 31.0 I OWNER FOR THE FULL AGGEPTABLE. ONE THERMOSTAT CAPABLE OF R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LE55 THAN 60 8 IN 7ci.0 DESIGNATION SHALL BE STAKEOUT I S TO BE PERFORMED BY A1111% LICENSED SURVEYOR. STAKING AND SUBCONTRACTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 "I I" "III" OR "V" LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. 16 IN 155.0 TO INDICATE THE CONSTRUCTION z LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- w DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: GLA551FIGATION OF THE AND BENCHMARKS. VERIFY' ALL GIVEN � dl DATA ON DRAWINGS. IN CASE OF HVAC ONE GOAT WOOD FILLER OR STAIN -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THICKNESS (IN INCHES) 4 6 1 8 10 1 12 STRUCTURE UNDER IBC v z SYSTEM TO BE DESIGNED BY OTHERS. DENSITY OF UNIT (105 PGF) SECTION 602 O O DISCREPANCY, RECEIVE AND TWO GOATS MGKLUSKYS ELEGTRIG SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24 OF THE HINGED SIDE OF � PROVIDE PROPER SUPPLY L ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELEGTRIG METERS ARE AN IN-SWING DOOR NO GROUT N N CLARIFICATION FROM ARCHITECT 22. 24.0 31.0 37.0 43.0 W W PRIOR TO PROCEEDING. EXCAVATE ROOMS CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.3- GLAZING IN WINDOW O O z zLa AND BACK FILL FOR WORK: INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN a SQ.FT. (GROUT SPACING) REFLECTIVE RED d 4 O PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LESS THAN IS" ABOVE THE FLOOR 48 IN. O.G. 2G.o 38.0 47.0 55.0 r T v ON DRAWINGS. STOCKPILE TOPSOIL 40 IN. O.G. O. 4 .0 4q.o 57.0 PANTONE # 187 U v � OBTAINED FROM 5TRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND 32 IN. O.G. 32O 0 0 0.0 52. 61.0 AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON GOMBUSTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 56% 24 1N. O.G. z z F- 34.0 46.0 57.0 6-1.0 LU W Z N EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A 5TRAIGHT LINE OF GLAZING I6 IN. O. 0. 40.0 53.0 66.0 7a.0 O X O EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 X15.0 115.0 V V V W Z TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLA5 GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE A50E STANDARD - MINIMUM DESIGN DESIGNATION FOR STRUCTURAL cV TREE ROOTS, ROCKS AND ;DEBRIS. ry WOOD 511-1-5 AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALDENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND COMPONENTS THAT ARE OF KING ALL SURPLUS MATERIAL THAT IS - �n WITH MASONRY SHALL BE ACQ. ALL LAMBERT, DUTCH BOY. GABOT5, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -A5GE7-I6 TRUSS TYPE CONSTRUCTION I I. N Q UNSUITABLE FOR BACK FIL!_ MATERIAL values for differ (PGF) 2 STROKE � � m p SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE I/2 MGKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL GODS OF NEW YORK - R308.4.6 GLAZING ADJACENT TO STAIR5 AND RAMPS- GLAZING p �0 PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR IS TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN SOLID CONCRETE MASONRY UNIT WYTHE5: FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHE5 THICKNESS (IN mm) 4 6 8 10 112 ■ "F" FLOOR FRAMING INCLUDING # APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGF) ■ ■ N - } BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LF-55 MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (135 PGF) 92.0 51.0 bq.0 02. 1124. ■ ■ GIRDERS AND BEAMS WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE 38.0 60.0 81.0 102.0 124.0 "R" ROOF FRAMING Ix WORK. DENSITY OF UNIT (135 PGF) 41.0 4.0 87.0 110.0 133.0 BUILDING "FR" FLOOR AND ROOF FRAMING STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING STANDARDS AND CODES WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION 8702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN s SAMPLE - TITLE 19 NYGRR PART 1265.4 ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM PLASTER, ADD 5 Ib/ft FOR EACH FACE PLASTERED. VALUES PLACE ENGINEERED WOOD PLACARD AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL GODS. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD NOSING GB GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A ON OR ADJACENT TO ELECTRICAL METER OX "DUR-O-WALL" REINFORCING EVERY CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. hi THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED Z _ PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALL5 AND 1/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE TRU55 DESIONATION 51ON PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND i- PARTS SAND. EN:) OF5TUD5. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A SCALE: NTS _ CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET Q CONCRETE OCCURS, USE MIN. 165A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT I� NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LESS THAN 6 FEET 8 INCHES SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: '�I\ v ,LU TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TABLE I: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THICKNESS IN INCHES BY PIPE 51ZE5 Ul>. Q BE PLACED ON FROZEN 5U1RFAGE5. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEG. R312.2.2 LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUT5 Uj ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" r Q WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE ASTM F20g0 2. THE GE I L I NO HE I GHT ABOVE BATHROOM AND TO I LET ROOM 170-180 0.5 1.0 1.5 2.0 MIN. 3,500 P.5.1. AT 28 DAYS 8 4,000 LENGTH. NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140-160 0.5 0.5 1.0 1.5 I- PSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY 1. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 0.5 0.5 1 0.5 1.0 SLEEVES AND FOUNDATION VENTS AS NOTE: 001"PE5 AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO t REQUIRED BY NYS CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R310.2.1 O --1-- 0 INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES FOOTINGS ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD 4 SHELF, ALL LINEN R- Z SIDE AND/OR GRAVEL AT 2000 LBS PER BE LOCATED 12 ABOVE FINISHED PIPING SYSTEM FLUID TEMP. IN5ULATION THICKNESS IN INCHES BY PIPE 51 Z PROJECTING 6 ON EACH .,IDE OF THE CLOSETS TO BE PROVIDED WITH 5 FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. RUNOUTS2 TYPES RANGE (F) " '> T`O» 2" 2 5-"-TO 4 DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT SOIL ALL SWITCHED TO BE LOCATED 36" I" AND LESS 1.2> p FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS L€ ' SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EX15TINO LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 1.0 1.0+ cv 1. a` FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND M 1(1 CONCRETE SHALL BE HOOKED 5/8 X STEAM CONDENSATE O J� 12" AT MAX. 5' 0.0. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER `v i° ; O M z EXPAN51ON JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 9�5 2. :H N O 0 z AND FOUNDATION WALLS. NOTE: ALL NON-ENGINEERED LUMBER COOLING SYSTEMS MJF i "o Q m Q b • TO BE DOUGLAS FIR #2 OR BETTER5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 IA tii z BY OWNER " AND BRINE 120-200 0.5 1.0 g I.O I.P' ° m � Q , � Glenn Goldsmith,President Town Hall Annex t . �'' . � A.Nicholas Krupski,Vice President � 54375 Route 25 e P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams . QiZFax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application It Wetland Permit Application Administrative Permit )(-Amendment/Transfer/Extension Received Application: 1'7'29- )( Received Fee:$ JC Completed Application: ` b'yy Incomplete: SEQRA Classification !�► V Type L--Type H ✓ Unlisted ; Coordination:(date sent) 7 LWRP Consistent As s�sm t Form `CAC Referral Sent- I ' 1* tea, _Date of Inspection: 1 Z• 9&2� "�,y Southold Town Receipt of CAC Report: Board of Trustees 4 Lead Agency Determination r Technical Review: Public Hearing Held: 2-i& U, Resolution: Name of Applicant Catherine Cahill Address 495 Bayview Ave.- Southold, New York• 11971 Phone Number: (631) 236-8940 Suffolk County Tax Map Number: 1000—52-5-23 Property Location: 495 Bayview Avenue • Southold,NY • 11971 1,067.7' southeast of Colony Road (provide LILCO Pole#, distance to cross streets, and location) AGENT: Robert W. Anderson- Suffolk Environmental Consulting, Inc. (If applicable) Address: P.O. Box 2003; Bridgehampton,NY 11932 Phone: (631) 537—5160 Board of Trustees Application GENERAL DATA Land Area(in square feet): 23,349.9 ft2 Previous use of property: Residential Intended use of property: Residential w/additionsand IA/OWTS Covenants and Restrictions: Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes x No If"Yes",please provide a decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees Department Permits 1945 (May 11985), 9994 (September 151h,2021) No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description(use attachments if necessary): Applicant proposes to "technically demolish" the existing dwelling and construct an additions to the northerly corner of the existing dwelling (416 sq. ft.), easterly corner 138 sq. ft.), southerly corner (140 sq. ft.), and second floor (345 sq. ft.), construct a proposed portico to the landward face of the existing dwelling (193.0 sq. ft.), remove and reconstruct the existing seaward deck Qn- place), construct a second floor deck (186 sq. ft.) above the existing seaward concrete platform replace asphalt driveway with gravel, Install IA/OWTS septic system and construct a porch along the landward side of the existing dwelling ,(194.0 sq. ft.). and to establish and perpetually maintain a 10' wide non-turf buffer landward of the existing bulkhead thereon and landward of the tidal wetland boundary thereon. 1 Jr Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purposes of proposed operations: provide the owner with additional hvmg space, and upgrade existing sanitar system Area of wetlands on lot: 1,685 1 square feet Percent coverage of lot: 7::L % Closest distance between nearest existing structures and upland edge of wetlands: 0.0 feet (Existing Dock) Closest distance between nearest proposed structures and upland edge of wetlands: 34.6 feet(Existing deck to be re-built) Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? ±355 cu. yds. How much material will be filled? N/A Depth of which material will be removed or deposited: 8 feet Proposed slope throughout the area of operations: none Manner in which material will be removed or deposited: backhoe and/or small front end loader Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Wetlands stand to benefit from the proposed activity, in that, the proposed IA/OWTS septic system is a significant improvement over the existing system, and that the applicant is proposing to establish and maintain a 10.0' wide buffer area, landward to the tidal wetland boundary. 617.30 li ppeltdix 13 Short Eitnii-otinieittal Assessrnteitt Farm Instructions for Coinnletina Part 1- Project lnformationj The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to frilly respond to any item,please answer as thoroughly as possible based on current u►formation. Complete all items in Part I. You may also provide any additional information which you believe will be needed by or useful to the lead agency,attach additional pages as necessary to supplement any item. Part 1 - Project and Sponsor Information Ntaine of Action or Project: - - - - CAHILL`Property Project Location(describe,and attach a location map): 495 Bayview Ave. - Southold,NY 11971 _ Brief Description of Proposed Action: " A licant�iroposes to"technically'demolish"the existingLLdwelling and construct-an`additions fo ilii norther corner Uthe�`�t existing dwelling(416 sc.ft.),'easferly corner(138 sq.ft:),southerly corner(140 sq.ft.),and second floor(345 sq.ft.);coins#rild " "a proposed�poncco to the landward faceofthe existing dwelling(193.0,sq.,ft.),`remove and reconstructthe"°existirig,seawa`rd x deck (in-place), construct a second floor deck (186-sq. ft).above the existing seaward,concrete platform replace asphalt •,( drivewaywith ravel,Install IA/OWTS septics stem and construct a orch alon the landward side of the existing dwelling g . �' P � g go (194.0 sq.ft.).and to establish and perpetually maintain a 10'wide non-turf buffer landward of the existing bulkhead thereon and landward of the tidal wetland boundaiv thereon. Dante of Applicant or Sponsor: - - Telephone: ¢(631)637-5160* Robert W. Anderson@ Suffolk Environmental Consulting,Inc. E,-Mail:, sutfoucer►vironmentaicom M Address: P.O.Bo�X­2003 _CitylPO; - - - - - - State: - _ Zip Code: Bntehampton' €"N1' 1 A1932 I.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance[ NO YES administrative rule,or regulation's if Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X, 7_ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental AgencA? NO YES list agency(s)name..and permit or_approval:___ .__._ ___ __. _ __ __ __ ___ _ _.___�__ �_ o __._. a o Town of Southold Board,Of Trustees Approval,NYSDEC Tidal Wetlands Permit 3.a.Total acreage of the site of the proposed action) -,.536 f acres b,Total acreage to be physically disturbed'P ',w<,o o�± acres a Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsorl 536 Jacres 4. Check ail land uses that occur oil,adjoining and near the proposed action] 0 Urban ❑Rural (non-agriculture) E]Industrial 0 Commercial ®Residential(suburban) _ 0forest DA xriculture ❑x A vatic 0 Oth er(speci Parkland Page I of 4 S. Is the proposed action, NO YES I N/A a.A permitted use under the zoning regulations? El El I El b.Consistent with the adopted comprehensive platil El El I M 6. Is the proposed action consistent with the predominant character of the existing built or natural) NO YES landscapet In El 7. Is the site of the proposed action located in,or does it adjoin.a state listed Critical Environmental NO YET If Yes,identify:,',JRPebohic§gy,, fWAL 'q�'g 4�" ? S. a.Will the proposed action result in a substantial increase in traffic above present levplsl NO YES 0 117-101 b.,Are public transportation services)available at or near the site of the proposed action? 12 EL c.Are any pedestrian accommodations or bicycle mutes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requiremenol NO YES If the proposed actionf will exceed re scriw.be design features and technologies. r,"'.KO'�N pquirements.de n 10. Will the proposed action connect to an existing public/privati&water supplyl NO YES Jf No,describe method for,providina_potaUle grater: E3 El 'vU MV A 0 -did �4-- 1T.'Will'th6'Pi6 ili&iW6 *�Klstifi-j- HtilitiWl- NO YES If No.describe method for providin wastewater treatment: El 1 4—1 v 'f� C�' a V- I-- 12. a.Does the site contain a structure that is listed on either the State or National Register of Historiel NO VE Places' 0 El I b.Is the proposed action located in an archeological sensitive area? 12 El 1 13.a.Does any portion ofthe site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by,a federal,state or local agency? M EL b.Would the proposed action physically alter,or encroach into,any existing wetland or NNraterbod)l If Yes,identify the wetland or waterbody and extent of alterations in sqare feet or acres-, F, i!;7 5, 4 typic, habftat Types-fwai- 1"dkekkAthe iapply: M Shoreline 13 Forest E3 Agricultural/grasslands El Early mid-successional 0 Wetland 0 Urban 0 Suburban IS.Does the site of the proposed action contain any species of animal. or associated habitats,listed NO YES by the State or Federal government as threatened or endangered` IM EL 16.Is the project site located in the 100 year flood plainj NO YES M71,",-1TX75- 17.Will the proposed action create storm water discharge,either from point or non-point sources' NO VES If Yes, a. Will storm water discharges flow to adjacent properties? EINO [BYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: e NO QT Y ES ';1 Z 4 Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment oft NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)l If Yes,explain purpose and size: _ iX "19.1Ias the si"te of tlieproposeci;action or;in adjoiriin�pmpeitj�Lien tris location of an active or c1bse�i11„w`"`v- NO YES solid waste management facilityl if Yes,describe: xaa 20.i-las the site of the proposed action or an adjoining property been the subject of remediation(ongoing ort yO YES completed)for hazardous waste's if Yes.describe: a I AFFIRM THAT THE INFOItNIXI'ION PROVIDED ABOVE IS TRUE,AND ACCURATE TO THE BEST OF NY KNOWLEDGE Applicant/sponsor name:. n @ Suffolk Environ.ConsultinInc. Date:i January'6�,2022 Signature['-- Part 2- Impact Assessment[ The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part l and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept'}lave my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact tray may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoningt regulations: 2. Will the proposed action result in a change in the use or intensity of use of land',t ��� El 3. Will the proposed action impair the character or quality of the existing community'sEl 4. Will the proposed action have an impact on the environmental characteristics that caused they establishment of a Critical Environmental Area(GI°.A)T El 5. Will the proposed action result in an adverse change in the existing level of traff c ort affect existing infrastructure for mass transit,biking or walkway' U-i El 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conscmation or renewable energy opportunities °3 7. Will the proposed action impact existing] 1777-71 a.public/private watersupplies? LJ b. public I private wastewater treatment utilities? El 8. Will the proposed action impair the character or quality of important historic,archaeologicalt -iEl architectural or aesthetic resources 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands waterbodies,groundwater,air quality, flora and fauna)' Page 3 of 4 No,or- Nloderate small to large impact impact maty stay occur• occur IQ. Will the proposed action result in ani increase in the potential for erosion,flooding ordrainage� I�1 problenisl FI El 11. Will the proposed action create a hazard to environmental resources or human health'{' It El Part 3- Determination of significaneel The Lead Agency is responsible for the completion of I'art 3. For every question in Part 2 that was answered"moderate to large impact may occur".or if there is a need to explain why a particular element of die proposed action may or will not result in a significant adverse environmental impact,please complete Pan 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included byl the project sponsor to avoid or reduce impacts Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurringI duration,irreversiUility, geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impactsl p a t { t t Check this box if you have determined, based on the information and analysis above,and any supporting documentation. that the proposed action may result in one or more potential}-large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above, and any supporting documentation, that the propose(]action will not result in any significant adverse environmental impacts. ��W rrs�c SouA)oIA Yy)c<A a lc2fil '2110/ Mame of Lead Agency Date Print or Type Nance of Responsible Officer in Lead Agency Title of Responsible Officer ignature of Responsible Officer in Le, Agency Sigmatture of 1'n parer(if differern from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Application County of Suffolk State of New York Catherine Cahill BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER' ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. SWORN TO BEFORE ME THIS i DAY OFJ aillk-a ,20X2, 00 A.SiAPON P O'Stafm 979 Qj� enCnEx* slaC-3 ta'ryj. m « J TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of the town officers and employees. The numose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Catherine Cahill (Last name,first name, middle initial,unless you are applying in the name of someone else of other entity,such as a company.If so, indicate the other person's or company's name.) NATURE OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,"name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered "YES,"complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagenttrepresentative)and the town officer or employee.Either check appropriate line A)through D)and/or describe in the space provided. The-town officer or employee or his or her spouse, sibling,parent, or child is (check alI that apply): A) the owner of greater then 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director,partner,or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted,this � day of J 0 20�, Punt name Catherine Cahill Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, Catherine Cahill_residing at 495 Bayview Avenue • Southold,NY 11971 do hereby authorize,Suffolk Environmental Consulting,,Inc. To apply for permit(s)from the Southold Board of Town Trustees on my behalf. Catherine Cahill APPLICANUAGENUREPRESENTATIVE Glenn Goldsmith,President rr o�p%gF0Q e00 Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly ti ���r Southold,NY 11971 Elizabeth Peeples 4,� Telephone(631)765-1892 r Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 2, 2022 Robert Anderson Suffolk Environmental P.O. Box 2003 Bridgehampton, NY 11932 Re: Board of Trustees Application of Catherine Cahill 495 Bayview Avenue, Southold SCTM# 1000-52-5-23 To Whom it•May,Concern: You are receiving this letter as notice that this application is now scheduled to be heard bythe Southold Town-Board of Trustees-via a combination of an in-person meeting'.and videoconferencing on Wednesday, February,16-, 2022 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest'meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. V Truly You s, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President o��SpFFO(K Town Hall Annex A.Nicholas Krupski,Vice President yam: 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly N y ® �� Southold,NY 11971 Elizabeth Peeples X01 �a0 Telephone(631)765-1892 — -- -- --– -------------------=--------------------- Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, FEBRUARY 16,' 2022 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA ZOOM ONLIN8 PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday. February 16, 2022 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. MASKS ARE REQUIRED AT ALL TIMES FOR EVERYONE INSIDE ANY OF THE TOWN BUILDINGS. , Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing.provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and,listen to the meeting as it-is happening via Zoom. If,you do not have access to a computer or smartphone, there is an option to listen in via telephone.- Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892' Monday through Friday between the hours of 8:OOAM—4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 845 8727 7877 Password: 777670 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending";'all files are listed by name in alphabetical order. Click on the name of the application to view the file. ' 7 Glenn Goldsmith,PresidentgWO �o Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski F.O.Box 1179 Liz Gillooly N oSouthold,NY 11971 Elizabeth Peeples ' 'y*49 Telephone(631)76�-1892 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by;or no later than 12:OOPM the day of the scheduled Public Hearing foryour application will result-in.a postponement of-said application: • Original Affidavit of Posting form = DO NOT COMPLETE SAID - FORM UNTIL THE GREEN SIGN HAS BEEWIN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up- on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. ( Board of Trustees Appl ',tion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 1 i i STATE OF NEW YORK COUNTY OF SUFFOLK residing-at being duly sworn, deposes and says that on the day of , 20____, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 320 Notary Public Glenn Goldsmith,President �c,OFFO(,�� Town Hall Annex A.Nicholas Krupski,Vice President �Y���� �Gy 54375 Route 25 Eric Sepenoskiti z P.O.Box 1179 S Liz Gillooly o ® qtr Southold,NY 11971 Elizabeth Peeples y�0� ��0 Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of CATHERINE CAHILL COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ONEIGTHDAY OR LATER I, Robert- W. An&rSOn , residing at/dba I�ox NY • Il932 being duly sworn, depose and say: That on the 3 day of FebrVar� , 20Z2 , I personally posted the property known as 49S &.9wew Avenue • Sc 4V� 0�& 04 ' 1111 l by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, February 16,2022. Dated: ®Z/14/tot2 (signa ure -F Sworn to before me this 1`�day ofd 20$?. MATTHEW D. (VANS NOTARY PUBLIC-STATE OF NEW YORK No.01IV6053859 Qualified in Suffolk County — My Commission Expires 01-22-20W0Notary P bl c toy `�► 1: ►��_ ��.. mom 47 e > E� w y 2 / 8 /2022 10 : 23 Suffolk Environmental Consulting, Inc. Newman Village ® Suite E , 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED February 3, 2022 Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 RE: CAHILL Property—Affidavit of Mailing Situate: 495 Bayview Avenue • Southold, NY • 11971 SCTM#: 1000—052—05—023 Dear Members of the Board, As per Southold Town Code §55-1, please find the Affidavit of Mailing for the subject parcel attached herewith. Thank you for your time and consideration regarding this application. Should you have any questions or concerns please feel free to reach out to this Office at any time. Yours Truly, Robert W. Anderson (enc.) PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Name of Owners Property Address Mailing Address SCTM#: Jon Nowak 565 Bayview Avenue 197 Raymond St. 1000-52-5-22 Juliana Schillow Southold,NY Rockville Centre,NY 11971 11570 Pratas & Julie Visithpanich 395 Bayview Avenue 19 Dunhill Road 1000-52-5-24 Southold,NY Manhasset Hills,NY 11971 11040 Frank & Colleen Drobny 500 Bayview Avenue 500 Bayview Ave 1000-52-5-40 Southold,NY Southold,NY 11971 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert W. Anderson, residing at Suffolk Environmental Consulting, Inc, P. O. Box 2003, Brid e�pton, NY 11932, being duly sworn, deposes and says that on the 3rd day of February, 2022, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Bridgehampton, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this S~ Day of 490&VAI4 , 20 2 - MATTHEW D. 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OWNERN OF RECORD: CATHERINE CAHILL SUBJECT OF PUBLIC HEARING: For an Amendment to Wetland Permit#9994 to demolish existing dwelling (project meets Town Code definition of demolition) and construct additions to the northerly corner of the existing dwelling (416sq.ft.), easterly corner (138sq.ft.), southerly corner (140sq.ft.), and second floor (345sq.ft.); construct a proposed portico to the landward face of the existing dwelling (193sq.ft.); remove and reconstruct the existing seaward deck in-place; construct a second floor deck (186sq.ft.), above the existing seaward concrete platform; replace asphalt driveway with gravel; install an IA/OWTS septic system; construct a porch along the landward side of the existing dwelling (194�sq.ft.); and to establish and perpetually maintain a 10' wide non-turf buffer landward of'the existing bulkhead thereon and landward of the tidal wetland boundary thereon. Located: 495 Bayview Avenue, Southold. SCTM# 1000-52-5-23 TIME & DATE OF PUBLIC HEARING: Wednesday, February 16, 2022 — at or about 5:30P.M. — Either in Person or-via ZOOM. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes" or"no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,each answer must be explained in detail,listing both supporting and non- supporting facts.. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 052 - 05 - 023 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ® ZBA ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to "technically demolish" the existing dwelling and construct an additions to the northerly corner of the existing dwelling (416 sq. ft.), easterly corner (138 sq. ft.), southerly corner (140 sq. ft.), and second floor (345 sq. ft.), construct a 12rol2osed portico to the landward face of the existing dwelling (193.0 sq. ft.), remove and reconstruct the existing seaward deck (in- place), construct a second floor deck (186 sq. ft.) above the existing seaward concrete platform replace asphalt driveway with gravel, Install IA/OWTS septic system and construct a porch along the landward side of the existing dwelling (194.0 sq. ft.). and to establish and perpetually maintain a 10' wide non-turf buffer landward of the existing bulkhead thereon and landward of the tidal wetland boundary thereon. Location of action: 495 Bayview Avenue • Southold,NY• 11971 Site acreage: 0.536±acres Present land use: Residential w/single family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: Catherine Cahill (b) Mailing address: 495 Bayview Avenue • Southold,NY • 11971 (c) Telephone number: Area Code 631 —236—8940 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes,which state or federal agency? NYSDEC, DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable This project is consistent with the above policy in that,the proposed action will result in a more environmentally beneficial sanitary system then what currently exists.Consequently,this project is consistent with the above referenced Policy. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable in that, the proposed construction activities are not proximate to any historic or archeological resource of the Town of Southold. Attach additional sheets if necessary Policy'3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 5 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable to the proposed in that,the surrounding neighborhood is improved with similar residential appurtenances(i e dwellings with docks).Consequently,this policy is not applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the subject project. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the proposed project. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ® Yes ❑ No ❑ Not Applicable This project is consistent with the above referenced policy in that,the proposed IA/OWTS Septic system will be a significant improvement over what currently exists with respect to their effectiveness in reducing nitrogen being released into the surrounding soil.Consequently,this project is consistent with the above referenced Policy. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III-Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 12 Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary a - r yf Suffolk Environmental Consulting, Inc. Newman Village Suite E 2310 Main Street o PO Box 2003 m Bridgehampton NY 11932-2003 t 631.537.5160 - f 631.537.5291 Bruce Anderson,M.S.,President HAND DELI_E_V_E_R_ED January 6, 2022 Board of Trustees Town of Southold20 ' P.O. Box 1179 9�1 JIM ~ ' Southold, NY --------- ' Southold Totem _ 11971 Board of 1rus;ees ' RE: CAHILL Property—Request for Permit Amendment Situate: 495 Bayview Avenue • Southold, NY • 11971 SCTM#: 1000—052—05—023 Dear Members of the Board, This Firm represents the owner of the above referenced property, who was issued a permit (No. 9994)by the Board on September 151h, 2021. The owner of the property would like to amend permit No. 9994, to reflect a "technical demolition" as well as some modifications to the proposed improvements. Accordingly,your Board's approval is required. Enclosed herewith, please find the following application materials; 1. Board of Trustees Wetland Permit Application; one original and three (3) copies; 2. Authorization Form, one original and three (3) copies; 3. Agent Authorization, one original and three (3) copies; 4. Owner's Transactional Disclosure Form, one original and three (3) copies; 5. Agent's Transactional Disclosure Form, one original and three (3) copies; 6. SEQRA Short Environmental Assessment Form, one original and three (3) copies; 7. Location Map, four (4) sets; S. Photographs of the property and current conditions thereon, four (4) sets; d 9. Building Plans,prepared by TODD O'CONNELL, A.I.A., last dated October 181h, 2021, four (4) full sized &scaled sets, as well as three (3) sets of 11"x 17" reduced plans, and; 10. Check made payable to the Town of Southold in the amount of fifty dollars ($50.00), in satisfaction of the requisite application fee. Thank you for your time and consideration regarding this matter. Should you have any questions or concerns pertaining to the proposed modifications, please feel free to reach out to this Office at any time. Yours Truly, Robert W. Anderson (enc.) C.C. C. Cahill U� Glenn Golc\ i, President o�OS j nOG� Town Hall Annex A.Nicholas Krup`sid,Vice President s 54375 Route 25 Eric Sepenoski y , P.O.Box 1179 Liz Gillooly ��, ��� Southold,NY 11971 Elizabeth Peeples �� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: Suffolk Environmental Consulting on behalf of CATHERINE CAHILL requests an Amendment to Wetland Permit #9994 to demolish existing dwelling (project meets Town Code definition of demolition) and construct additions to the northerly corner of the existing dwelling (416sq.ft.), easterly corner (138sq.ft.), southerly corner (140sq.ft.), and second floor (345sq.ft.); construct a proposed portico to the landward face of the existing dwelling (193sq.ft.); remove and reconstruct the existing seaward deck in-place; construct a second floor deck (186sq.ft.), above the existing seaward concrete platform; replace asphalt driveway with gravel; install an IA/OWTS septic system; construct a porch along the,landward,side of the existing dwelling (194sq.ft.); and to establish and perpetually maintain a 10' wide non-turf buffer landward of the existing bulkhead thereon and landward of the tidal wetland boundary thereon. Located: 495 Bayview Avenue, Southold. SCTM# 1000-52-5-23 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and-related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: G. Goldsmith N. Krupski _ -Jr�- E. Sepenoski _L. Gillooly E. Peeples Other CAHILL Property Situate: 495 Bayview Ave. • Southold, NY • 11971 SCTM#: 1000—052—05—023 (Photographs taken on Juice 18t',, 2021) Will sw--GEM 0924" k JOE s kST91MP� Is "YNIMMB rya p�G ,�p� •4N.: .. �"��r r� C�; .�+r x��Yr i5�j�_,,,�g }�� t h � ��,��x� � fit;' �.� 4 b The photograph above (taken facing southwest) depicts the marked-out location of the seaward most component of the proposed IA/OWTS Septic system. CAHILL Property Situate:495 Bayview Ave. • Southold,NY• 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 181,2021) -411 s - �Y 1 I I'^•cif � 1 �^,S y •Ytw ,T The photograph above(taken facing west)depicts the proposed location of the easterly most corner of the northerly most proposed addition. CAHILL Property Situate: 495 Bayview Ave. • Southold, NY • 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 18th, 2021) i ,s 4 , - � r Or 11 17 _ t> t. 1. ` IMP c. The photograph above (taken facing northeast) depicts the proposed location of the easterly most corner of the northerly most proposed addition. 0 CAHILL Property Situate: 495 Bayview Ave. • Southold, NY 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 1811+, 2021) r- F i .. �Y 4 4 a The photograph above (taken facing east) depicts the marked-out location of the seaward most component of the proposed IA/OWTS Septic system. 'dh A116 WIMP CAHILL Property Situate: 495 Bayview Ave. • Southold, NY • 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 18", 2021) :=r<w s~ m" F a a f The photograph above (taken facing north) depicts the adjacent tidal wetlands and existing bulkhead along the southwesterly portion of the subject parcel. AML An CAHILL Property Situate: 495 Bayview Ave. • Southold,NY • 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 18", 2021) The photograph above (taken facing west) depicts the adjacent tidal wetlands and existing dock along the southwesterly portion of the subject parcel. CAHILL Property Situate: 495 Bayview Ave. • Southold,NY • 11971 SCTM#: 1000-052-05-023 (Photographs taken on June 18t", 2021) Wra� r ] 4 q mnx tai.♦♦♦♦•�.'�.a♦ ♦ �� ,�'•.'�♦`+'+`s �'� ;r r -r b The photograph above (taken facing east) depicts the marked-out location of the proposed southerly most house addition. CAHILL Property Situate: 495 Bayview Ave. • Southold, NY • 11971 SCTM#: 1000 -052-05-023 SITE • • . a SITE • • TABLE R501.2(I) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - CLIMATE ZONE 40 SUBJECT TO DAMAGE WIND ME51ON FROM A RC H 1 t E C'T 5 ,TODD O'CONNELL GROUND 5PHEED TOPOGRAPHIC SPECIAL WIND SEISMIC ARSHAMOMAME: HARBOR .�J RCH ITECT P.C. 5NOW (MPH) EFFECTS WIND BORN DESIGN WEATHERING FR05T LINE TERMITE WINTER ICE FLOOD AIR MEAN LOAD REGION DEBRIS CATEGORY DEPTH PE51ON BARRIER HAZARDS FREEZING ANNUAL ZONE TEMP REQUIRED INDEX TEMP N 42038'34" W 100.40' TODD O'CONNELL, AIA I MILE FROM BOF 5 FT MOD TO EXISTING Suite 120 20 150. NO NO COAST AND B SEVERE BFO HEAVY SEE BELOW YES NONE 59q 51° F 1200 Veterans Memorial Highway Woos Hauppauge,NY 11788 vult_ FIRE ISLAND 1OOD RAM 0 REMA NP �__ -""-'�- P(631)650-6666 _ - T F(631)650-6667 WINTER DE516N TEMP: 1 C(516)658-0325 • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURES OF NOT LE55 THAN 68°F AT A POINT 5 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY Ap pp FN H GH • SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM-15°F COOLING. i ATERAS F HIGH WATER ALONG WOODt,rtrr�rrr;;t;� 1 -.Jifinrf,4,,-r,; • DEGREE DA1'5(NY LAGUARDIA) 4811,WINTER DESIGN TEMP I50,DRY BULB B9°F, WET BULB 75° F (2020 APG APPENDIX D) IXPOSURE AS PER NY5I3G 2020 CHAPTER 16 SECTION 1604 AND ASCE7 2016, WINDECATEGORY AND SURFACE ROUGHNESS IS B 121231202 -.-. -.-._ _ BULKHEAD PROPOSED 10FT WIDE • USE G FOR EOTH SOUTH SHORE ANS FIRE ISLAND - � x5.1 - NON-TURF BUFFER 1 A \ \\ AREA TO BE PLANTED MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS -'• - - � ` :, \�� • • _ -\ �5 • _ -, \I WITH SALT TOLERANT ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE WETLA. S FLAGGED N�jS \ ---- --_- NATIVE VEGETATION \G r= �_ __ - -- -- =_= __- ZONE HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE By�FiAWN BARRON, �E8 1,102.5 SF FACTOR TEMP GOOLI NG 44\ d' > N ZONEX ( ) 'M.S.ON JAN RY 25,2021 O 1 �C� c�� 108 FT 41° N 45, F 86° F 1.00 '700 F -750 F 55* F Y �. �, x 5.76 0 v : \ \ co COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY WINTER SUMMER DIFFERENCE HEATING COOLING WET BULB RANGE HUMIDITY HUMIDITY o I IV C x 6.51 0 a1 S II° F 15 MPH -f.5 MPH 72° F MEDIUM (M 4090 52 OR ® 50% RH p �> I - � LEADER AND ,,- ��� cl DOWNSPOUT. I C:) ��� J. ; ' CD 0i \� P400D TYP. 1 0 s ���s� I � _ N o 1 F 7.68 `._ IIS x 4 7.51 20.6' M w °s 81 EXISTING EXISTING Z 4 lI1 o m CONCRETE \\ i FENCE TO m O I� PLATFORM TO \ W REMAIN(106SF) REMAIN.TYP. j- N N \�� \ KZABO E -T - " --vs DECK--- 6.11' ✓ \L,5.94', 0 WEXISTING 2 STORY SINGLE FAMILY 15, I�� 0 1 ._ �\ to ..,.s..:: `` :::;:€:::::�: DWELLING WITH PARTIAL BASEMENT AND � # PROPOSED 1 STORY 1 32. z i PARTIAL CRAWL SPACE TO BE MORE 4 ADDITION 140 Q. FT. - ?oe;rinzFo ov Rwusriro: :......::'s:: :::;: ° F- ( )J =I CONCRETE PLATFORM THAN 50%SUBSTANTIALLY IMPROVED. ZON I N INFORMATION �. , 19.50' -1 0 16.2FRA TOWI�I O SOUTHOLI7 1s.3s' z PROPOSE RES: O LNNDI CK: 50 LOT 5 : 23 OUTDOOR H N(�..495:::::::::;:11: ::€:. i Z SECTION• 52 BLOCK: ( ) SHO ER. I 1 LEADER AND � I PROPOSED 2ND S RY a D 4MVNSPOUT. Q ZONE: R-40 REQUIRED EXISTING PROPOSED ADDITION(345 SQ. T. TYP � :o w��N� o LOT AREA 40,000 50.FT. 25,3811.8 5Q.FT. NO CHANGE F LINEn 1 , u x 0.11 o w a w o to o 0 17.0 LOT WIDTH 150 FT. *100 FT.* NO CHANGE 1 I F N o 1 PROPOSED 1 STORY o =LU o- FRONT YARD 50 FT. 118.2 FT. 113.30 FT PROPOSED INTERIO x .21 x 8.73 - _ 'Iv::: `'::: : I ADDITION(416 SQ. FT.) o 3 REAR YARD (TO i __ _ I 0��� 13 W V Y K M SUNKEN POOL. 0 110041. �, } BULKHEAD) 13 50 FT. 46.2 FT. NO GRANGE PROPOSED 1 STORY i i 1 lu Q z,�F m T D PAVEWALK - u, N-o REAR YARD (TO HIGH ADDITION(138 SQ.FT.) I o i 8.2 ,-- i o��P 3 m z D o u WATER ZONE) 50 FT. 64.1 FT. NO CHANGE I - I I I WALKWAY TO BE o z=T-1°u,�Oo N v �, i CC-- 110.0'MIN. , REMOVED. _'_ z o o w o w V SIDE YARD (MIN) 15 FT. 16.2 FT. 15.'12 FT s i 1 1 -, .-� I 1 �, 1 I TP Q N Z Q m v QWoa� SIDE YARD (A66) 55 FT. 35.7 FT. 55.05 FT � la I i ,___d 1, PROPOSED 1 IRRIGATION WELL TO Q Q v x z d a BUILDING HE16HT 55 FT./ 2.5 5TY. N/A FT./ 2 5TY. 50.17 FT � o I 1 I 1 PORTICO(193 TET BE ABANDONED. 0, I w LOT COVERAGE 20 % 10.4 % 16.67 3b PROPOSED '� _ _�-'' I I SQ. FT. 1 Z SEPTIC PER TF I l i i i 1 1 1 HOlrE I °"v> N Q F W ENGINEERING�-r 1 1 1 1 1 �� i EXISTING UTILITY N o o`� o I I I i i i W POLE AND OVER !L v-u�V< 0 i 2 g I 1 TO i m > I HEAD ELECTRIC TO "VOW-UHT O 1 1 1 1 11 , I 09 1 I BE REMOVED. �'ov= °M�Y)W ~ 1 RE , I- c� I kn0�ooaro��oo } b� bT , t i l i l`� i a lam- i o � LOT GOYR,�C I I I 1_I 1 1 I I w ° z-Nw 1 1 1 1 1 1 1 EXISTING > o I 00 _ DRAIN --I -I L -----J i FLAGPOLE o v M j 1 O O� w LU v FIELD x7.19 �I\ TO -' i ��Q<�Nooo° D ZONE: R-40 5Q. FOOTAGE SEPTIC 1 U 1, REMAIN < LU x 61,85 ` I y LOT AREA 25,3811.8 50.FT. N ENVELOPEI 1 x 6.58 O I NET LAND AREA 2,224.8 50.FT. I I z o I LU i �- C=) 1 I TOTAL BUILDABLE AREA 21,165 SQ.FT. I o I D 0 o f l I u-1 uj Ix wo= ( IST FLOOR 2,855.15 50.FT. I I W a Z o PROPOSED PORTICO 1113 SQ.FT. U) LU wil z GAZEBO 80 50.FT. 1 I (DZw 4 Z I F- I ZQW ( LU REAR CONCRETE PLATFORM 106 50.FT. x W o WOOD DECK 2114 50.FT. 1 11, I :1 W W p �- WOOD ENCE1 _ 1 O O O TOTAL 5,528.15 50.17T. x - ---2- _ __> _ - Q z 3528.15 / 21,165 16.67 % i X5.84 u v U O -------- x 6.61 x 5.88 -1 -5 O X O ` / A x5.63 u v 0 W z Mfi�ER Y I OUS GO Y ERAO 53"1,°30'00"E 100.00' x7.05 x6.45 0 N ZONE: R-40 50. FOOTAGE x 5.77 m p O LOT AREA 25,3811.8 50.FT. B A Y V I E W AVENUE NET LAND AREA 2,224.8 5Q.FT. w TOTAL BUILDABLE AREA 21,165 5Q.FT. j U I'LOT PLAN IST FLOOR 2,855.15 SQ.FT. SCALE: I" = 20'-O" PROP05ED PORTICO 1113 50.FT. LH FRONT WALKWAY 146 50.FT. Z 0 GAZEBO 80 50.FT. 9 7-lut- REAR CONCRETE PLATFORM 106 5Q.FT. I- >_ WOOD DECK 2114 5Q.FT. GRAVEL DRIVEWAY N/A 1,352 5Q.FT. TOTAL 3,674.15 SQ.FT. (� 50"74.15 / 21,165 17.56 % LH 1� O OL z 0 < JA N - 7 2022 o � 1 o cv III m SOlutho id_I"o�1m O z BOard of iru4t�os 4 m d v O w z O d v 0 ` SCALE: 1/4" 1'-0" TYPE OR LOCATION OF CONCRETE CONSTRUCTION NEATHERINO POTENTIALL' �7% /7 OjAR'CH'1TEC"T S' 9 10 O -ATODD O EONNpECL RCHIT(2)15/4"xII Y4" ML LVL TODD O'CONNELL, AIA 1200 Veterans Memorial Highway 11 O GENERAL NOTES suite 120 O O 11 Hauppauge,NY 11788 N x P(631) 650-6666 (1_1N DEN 11 I. CARBON MONOXIDE ALARMS AND CARBON 5• ALL CONDITIONS AND DIMENSIONS F(631) 650-6667 8'-O" GLC. HT. MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE C(516) 658-0325 IN BUILDINGS AS REQUIRED IN ACCORDANCE GENERAL CONTRACTOR AND REPORT " WITH THE 2020 FIRE CODE OF NYS-SECTION ANY DISCREPANCIES TO ARCHITECT '' �t r''fr;� J"cIf,3'(+.'r.ra�i"s4'. GONG. A 815.4 (CARBON MONOXIDE DETECTION PRIOR TO START OR CONTINUATION PLATFORM REBUILD SYSTEMS) FOR RESIDENTIAL BUILDINGS . OF WORK (3)15/411xIlY4" ML LVL EXI5TINO INTER-WIRED FIRE/SMOKE AND CARBON MONOXIDE DETECTORS WITH BATTERY 4. NO GALV. NAILS OR CONNECTORS IN NEW EXTERIOR WALLS CONSTRUCTION -CONGEALED OOD DEG1G Q 2xlo WD F.J. ® Ib" O.C. BACKUP AS PER NFPA 720 AND SEG. R514 ACQ. LUMBER ARE PERMITTED. ALL -2X4 114000 STUDS Ib" O.G. 2ND STORY WOOD X 2X6 5LEEPEP5 RIPPED ® " PER FOOT PROVIDE R-15 KRAFT FACED BATT DECK ABOVE �� r� -� AND R515 OF THE 2020 RESIDENTIAL CODE CONNECTORS AND FASTENERS FOR AGO ::jam INSULATION AND I/2 INTERIOR GYP. l _ _ �_ _ _ OF NYS SHALL BE INSTALLED IN DWELLING LUMBER MUST BE STAINLESS STEEL OR .1-; ., gy BD. (SEE SPECIFICATION AND NOTES) \-� \-♦ \-♦ s " " - - - - - N (3)I/4 xIlY4 ML LVL ..- UNITS OUTSIDE OF EACH SEPARATE HOT DIPPED GALVANIZED G-185. ,t��•.� i/ � � <., -.'• AND 1/'2" EXTERIOR PLYWOOD CONGEALED (� 1`, ® SLEEPING AREA IN THE VICINITY OF THE 5HEATHING, AIR INFILTRATION -- ------ --- O v 1 5. AS PER SEG. R310 EACH HABITABLE BARRIER AND SIDING A5 SHOWN ON -o _ Q?o BEDROOMS. WHERE AFUEL-BURNING ELEVATIONS. PROVIDE Y" RIGID " { y�D_-_- Ow= (2)2x10 APPLIANCE IS LOCATED WITHIN A BEDROOMROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW FOR EMERGENCY ' - - W8X21 STEELBEAM DN___ , =� OR ITS ATTACHED BATHROOM, CARBON 4 X ---_ - _ EORE55 WITH A MINIMUM CLEAR Y2" b- m INSULATION BOARD BEHIND SIDING. -PLATFORM OPENING OF 5.7 SQ. FT. (GRADE Y4" ML LVL I 0 (2)I5/4"xl4" ML LVL O - - " ' `�= -w= 7 f1 N MONOXIDE DETECTION SHALL BE INSTALLED 7 . + { I o N WITHIN THE BEDROOM. FLOOR OPENINGS SHALL HAVE A HOLD � _�2 r�... _.._� B •_ _--_-�_ _ i�cif I I� I; I I II m DOWN O O } {! II { ff 2. ALL ELECTRIC WORK SHALL BE MINIMUM CLEAR OPENING OF 5.0 SQ. U1 PERFORMED IN STRICT ACCORDANCE � O O II �� 79� A/ FT.). THE MIN. HT. OF OPENINGS TO WITH THE LATEST EDITION OF THE N.E.G. BE 24" AND MINIMUM WIDTH TO BE 20"1 i- J _ - ___? to LUi GUT EXISTING ..__ ' III m r II ! AND THE BOTTOM OF OPENINGS NO O O i DINING ROOM to-o _ I ! HIGHER THAN 3-8 A.F.F. BATHROOM. NEW F '�ROOM 8'-0" GLC. HT. I I n IL I, 1 Z mop; PLUMBING FIXTURES b: ! -I—� ® KITCHEN — _ HEATED -�� AND FINISHES AS — m tL - 5'-0" GLC. HT. t d) = 1 i SELECTED BY OWNER. Q _ ...._1 - - -I SUNROOM — � w 1 _ 4 I- 6. ALL WOOD POSTS SHALL BE BUILT 10. ALL ANCHORS, STRAPPING AND 0 ---- I X m IT ® x _�O 14: 4" 5: 2 .... z to $� UP WITH (2) 2X4'5 NAILED TOGETHER W/ CONNECTORS AND HARDWARE TO BE _...._.__...�.. .,. �:_ _._ O 2X8 F.J. ® I6 O.G. O I I :..__._.. ' ,� � O x �� � I ! � - -- ---- -------r, i I I fI IOd NAILS ® 8 O.G. UNLESS OTHERWISE 51MP50N STRONG TIE OR AN APPROVED v Z ?._.__...... _9 z r _ _ ____._,____,...,„_._,_,__..._-_.__ __ _ o I I z ! 1 I ' { ii i s �6 i NOTED MANUFACTURE AND TO BE INSTALLED AS ! 1 J ( +6 ALIGN TOP PLATE OF {' ! e ! I i! PROPOSED ADDITION WITH PER MANUFACTURE WRITTEN a 1 I I {! I X t __'EX►SING 2X8 G.J. f_ ___ �--__ ----i.�_ _J! 7. ALL FRAMING SHALL COMPLY WITH INSTRUCTIONS- UNLESS OTHERWISE NOTED m ° o f ! I I O dill, OUE5 R OM f1 I w _ i� i �. ____._.. - "-` ADJACENT KITCHEN WALL TOii -__-- THE 2020 NYS RESIDENTIAL_ _______ _ in o _ I l.___.- ______-- ... .._..___ HAVE 8FT CEILING HEIGHT. ° ��o go PF.NTRY n GODSII. ALL ENGINEERED LUMBER TO BE <� mx { I CLADDED AND SEAL AS R QUIRED w I 8. ALL EXTERIOR PORCH/DECK/ E °.._. x 4 ML LVL + N o Q " EL 26x68 N DN. �r N — — I — m m STAIR FRAMING TO BE ACQ TO PROTECT ALAI NST THE o E] ox _ _ _ _ :t LUMBER-U.O.N. WEATHER ENVIRONMENT V �o o 0 m w r / FLITCH PLS FLUS_m - OR e� _ W8X21 STEEL BEAM r M z q. ALL ELECTRIC TO REMAIN AND o N`v k 3 N z°o fi MODIFIED TO ACCOMMODATE NEW °z _ 'z o 3�z v "B" LABEL DOOR = I I O w=���N o o w o 2 0 TYPICAL INTERIOR / (2)2X8 LIV�INO ROOM O II CONSTRUCTION. FINAL ELECTRIC TO U:0Q1m� 5W I MEX I iic WALL CONSTRUCTION: w-1 _ 8'-O" GLC. HT. I ` Q C w z o ~ m I I _ r-= rn { { "I BE DETERMINE I N THE FIELD o W o Q W o 2"x4" STUD WALL ® x I i 0-A z d INSTALLED PER I -- --- - N OPEN GUARDS I �; x Ib" O.G. II SII MANUFACTURER'S ry 4 ___..___ J SHALL HAVE c�Y WRITTEN IU FINISH _j () N I BALUSTERS OR I Ys GYPSUM BOARD O u- x m 5PEGIFICATION5. z - ----- +�I ORNAMENTAL ? ! ; x a N 0 w .. -1 PATTERNS SUCH tL w i ! c NEW UL APPROVED PRE-FAB <_o o o ° II X II -- �° II THAT A � v 4'-O" LL�wNww�Q on v w N J z 4-INCH-DIAMETER N J { ! GAS F,P. TO BE SEL. BY -�U����U _.__.. Q f ( OWNER EXTERIOR COMBUSTION I AIR DUCTS SHALL BE A LISTED I I _____- SPHERE CANNOT l� p- .. 3'-O" ; 2+ F.J. ® I b" O.G. z ____ _ PASS THROUGH z C j I 2X10 F.J. RIPPED A COMPONENT OF THE F.P.; `'n m w o I I I _ t''�I ANY OPENING UP EXISTING 2X5 G.J. ! I Y4" PER FOOT I b" O.C. INSTALL ACCORDING TO N Q J o z m d I I I v__--__ x J TO A HEIGHT OF X I MANUF. INSTRUCTIONS. _ijiu r� z o Z w - w >�ull 34 INCHES. w E = az� W K ____._ mNI 111 FIREPLACE STONE �� u o 'o0 Q uRO E FINISH AS SELECTED m NEW STAIR TO 1 I jJ O I BATH. II i �` MEET 2020 IRC. BY OWNER. GOMP051 TE 1 I I! t + R 1f r-I t — — —i— — — J I (2)15/4"�Cil'4" ML LVL DOUBLE FLOOR JOST UNDE I I m DECKING f / _- -- __ 3 �� �� [ f _ _ PARALLEL WALLS ABOVE. !I I - V 0 0 aL OVER GRAVEL. j l!� 1 _ -7 ! FLITCH PLATE FLUSH ! ! I m O I If 11 ! EXISTING 5HOWER DRAIN _ (2)Ig/4"X-04' ML LVL FOYER (3)I/4"xl4" Mr LVL - - 2X1 CONNECTED TO = tv,, Ii _ -. ! !!! I 30xb8 (1) 5/4"X7" STEEL ` (2)15/4"X I Y4" ML LVL -- UPTURN ►n D 15TINOYNELL � IL®__ I hal FLITCH PLATE FLUSH N 8'-O" GLC. HT. O 10 9 G.J. _ f fi I O NOTE: ANDERSEN 400 SERIES ® Ib' Nt on fill -_®_ ___ _..._.___._,___....._ O I WINDOWS OR EQUAL TO BET_ _N ® 2°x68 o(V _ _--_-__-- ry 2X10 INSTALLED z W r 3 — � N G.J. V INSTALL HEAT DETECTOR � z O AS PER 314.2.3 � HOLD ® ® ® GL. ® GL. � 0.161 � - - - - - - — — I ° ° DOWN .. (2)I'/4"xII Y4" ML LVL. ._ _ (2)2X10 o 2)I/4"x 4' LVL "' _ f (] p OI ® /x LUI x z z O W W Z 0 I� � 0I O _fl[D%bXb WD POST w I- w II z m z a� V X W W z z I PROVIDE %"' TYPE "X" ON WALL5 r® 4X6 WD POST ° COVERED N ° (3)Is/"xIv'" M LVL _ I I 13 ~ y MTMA ® AND CEILING � � � � ZO r ® �4X4 WD POST PO GH I I 1 1 N - 5 Y2" STEEL PIPE I I Ory COLUMN \ N ry _ Ib°X8° OVERHEAD GARAGE DOOR N � 4 ■ HOLD-DOWN -� (2,15/4711Y4" ML LVL �... ° B ABOVE POINT LOADS N - > tu II'-4 q'-lOy2" 63'-8y4 J•1-1 NEW EXTERIOR WALLS CONSTRUCTION Z \ ` -2X4 WOOD STUDS ® Ib" O.G. `J _ PROVIDE R-15 KRAFT FACED BATT 'I 1 INSULATION AND 1/2" INTERIOR GYP. ' BD. (SEE SPECIFICATION AND NOTES) AND 1/2" EXTERIOR PLYWOOD — SHEATHING, AIR INFILTRATION BARRIER AND SIDING A5 SHOWN ON STAIRS & GUARD NOTE: ELEVATIONS. PROVIDE YY RIGID ((� Z INSULATION BOARD BEHIND SIDING. (TO COMPLY WITH 2020 R.G. OF NYS R511 i$R512) ''"II '•' LU -STAIRWAYS SHALL NOT BE LESS THAN 56" IN CLEAR WIDTH ABOVE THE PERMITTED \_ Q HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT (�/ \ `� -MINIMUM HEADROOM HEIGHT TO BE 6'-8" -MAX RISER SHALL NOT EXCEED SY4" t < G PLAN I -MIN TREAD SHALL NOT BE LESS THAN q" O --L m RST FLOOR �1.. 1 V -STAIR PROFILE: NOSINGS SHALL NOT BE LESS THAN 3/4" NOR MORE THAN IY4" U-I -HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH O O SCALE: 1/4" = 1'-0" TWO OR MORE RISERS. LO LO -TOP OF HANDRAIL SHALL NOT BE LESS THAN 54" AND NOT MORE THAN 58". -ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE O z LOWEST RISER OF THE FLIGHT. l 1 -ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN IY2" BETWEEN THE WALL AND THE HANDRAIL. -HANDRAILS SHALL NOT PROJECT MORE THAN 4y2" ON EITHER S 1 DE OF THE STAIRWAY. � _ _ w -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE 50 ABOVE FLOO __OR_.GRADE._,_. „ O tv r(a O m L -GUARDS/RAILINGS SHALL NOT HAVE A GAP OF PASSAGE OF MORE TH � 4�' ��' r(a C' � �/—ji ' O � z � N' ` z � ! m O JAN - 7 2022 w < d CiOFrdof TrusteFs ARCH - —ECTS TODD O'CONNELL CH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 OPEN GUARD5 Hauppauge,NY 11788 SHALL HAVE BALUSTERS OR P(631)650-6666 ORNAMENTAL F(631) 650-6667 PATTERNS SUCH 41'-104" THAT A DECK b" b" 4-INCH-DIAMETER (516) 658-0325 24'-65/4" q,_q SPHERE CANNOT COMPOSITE DECKING r§ri�rrrS;r; (� ari.�.rt„•. PASS THROUGH COLOR: AS SELECTED BY ^ t ANY OPENING UP OWNER. 5'-4 4” 12'-11y8" 5' TV2" q'-10" TO A HEIGHT OF , 54 INCHES. !' 8' O" 261-25�8�� A It L�I c. J O m I j UF IR I (2)I1/4"xgV4" ML LVL (2)Ig/4"xgV4" L LVL i I I 2 (2)Is�4"xN'4" ML LVL HOLD O O i AD �I ____ _ " -- "Q GENERAL NOTES m Dowty 1 1 �` ,' ` I I 1 NEW UL APPROVED PRE-FAB I 1 I 1 ` 3. ALL CONDITIONS AND DIMENSIONS REMOVE EXISTING BATHROOM II - I ® I I. CARBON MONOXIDE ALARMS AND CARBON O GAS F.P. REGENCY CONTURA ; I I I l0 I I ' `` 1 m Z # x R0500E 6A5 STOVE TO BE I I FINISHES AND PLUMBING II Y =: I ` i I MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE 5EL. BY OWNER; EXTERIOR 61 I 1 1 FIXTURES. GAP ANY EXISTING � II r:.�fHI � I � !f �� IN BUILDINGS AS REQUIRED IN ACCORDANCE GENERAL CONTRACTOR AND REPORT COMBUSTION AIR DUCTS SHALL ZI I UNUSED PLUMBING LINE. w .�; I ___ ___ ! WITH THE 2020 FIRE CODE OF NYS-SECTION ANY DISCREPANCIES TO ARCHITECT � --I BE A LISTED COMPONENT OF f I m II --'-_ �" -- - - _ �--- PRIOR TO START OR CONTINUATION z N 3 aI5.4 (CARBON MONOXIDE DETECTION II --- _.__ SYSTEMS) FOR RESIDENTIAL BUILDINGS . v THE F.P.; INSTALL ACCORDING V; ;� _ MASTER OF WORK o }- 'I TO MANUF. INSTRUCTIONS. 1 BATHR6OM,.- • Z NEW EXTERIOR WALLS CONSTRUCTION D' BEDROOM O `` BEDROOM ___ INTER-WIRED FIRE/SMOKE AND CARBON -2X4 WOOD STUDS ® 16 O.C. II FLOO :TIL I 1 i O �i i ... PIT _, iI MONOXIDE DETECTORS WITH BATTERY 4. NO GALV. NAILS OR CONNECTORS IN F PROVIDE R-15 KRAFT FACED BATT -4 � ;I L5: 1 TILE' FLOOR:HARDWOOD AGQ. LUMBER ARE PERMITTED. ALL } v dW INSULATION AND 1/2" INTERIOR GYP. TYPICAL INTERIOR I I , i BACKUP AS PER NFPA 720 AND SEG. R5I4 9° v LL _.. HALL CONSTRUCTION: }"1I: I> i,� ' rWALLS: PAINTED --_ I AND R315 OF THE 2020 RESIDENTIAL CODE CONNECTORS AND FASTENERS FOR ACQ ° �WoBD. (5EE SPECIFICATION AND NOTES) i XAND I/2" EXTERIOR PLYWOOD2"x4" STUD WALL ® ILI FLOOR:H HOOD ua I ? . _.. �r OF NYS SHALL BE INSTALLED IN DWELLING LUMBER MUST BE STAINLESS STEEL OR �,o SHEATHING, AIR INFILTRATION Ib" o.c. �f HALLS: AINTED = UNITS OUTSIDE OF EACH SEPARATE HOT DIPPED GALVANIZED G-185. OL 46-1 � BARRIER AND SIDING AS SHOWN ON Ys GYPSUM BOARD Z, II(I �, SD �' 1�IbXb WD POST SLEEPING AREA IN THE VICINITY OF THE N°�-' ELEVATIONS. PROVIDE:y2" RIGID FINISH ,I i O 26x68 6 O - ®/ 5. AS PER SEG. R310 EACH HABITABLE m o a 5D x OPEN GUARDS BEDROOMS. WHERE A FUEL-BURNING ROOM SHALL HAVE AT LEAST ONE Z Q LU INSULATION BOARD BEHIND SIDING. i !I; 1 n 26x68 SHALL HAVE e� APPLIANCE 15 LOCATED WITHIN A BEDROOM 0- -Qz �' - 0 2x8 SLOPED G.J. ® Ib" O.G r 2x8 SLOPED G.J. ® Ib G. -. - f® 4X6 WD POST OPERABLE WINDOW FOR EMERGENCY N v~a o m w I" DN. �y BALUSTERS OR O iv �../ OR ITS ATTACHED BATHROOM, CARBON 3 m'� a Z°° v iC 14R r O ORNAMENTAL n ,) EGRESS WITH A MINIMUM CLEAR oZ W 'w i EQ. EQ. O �� MONOXIDE DETECTION SHALL BE INSTALLED °- 1 `"`" v r 4 8 J( I E 5D H N I ® 14X4 WD POST OPENING OF 5.7 5Q. FT. (GRADE a - -o o w v N = 2 xb WAL -IN CLOSET TO BE D THAT A ♦_/ WITHIN THE BEDROOM. FLOOR OPENINGS SHALL HAVE A � � Z - v �- d) = POCKET DE IGNED BY OTHERS. - _._....__ C _ TER -'W Q�Q V o°_ DOOR ' - _ -_ SPHERE CA oT o�5Y2" STEEL PIPE 2. ALL ELECTRIC WORK SHALL BE MINIMUM CLEAR OPENING OF 5.0 SQ. Q< Q Zoo 4 8 I - "- 3'-2" PA55 THROU �_/COLUMN FT.). THE MIN. HT. OF OPEN I NGS TO a w ° o } 17T 24X&6 PERFORMED I N STRI GT ACCORDANCE W w°z o o m 2 OPED G.J. ® I it i ANY IN UP BE 24" AND MINIMUM WIDTH TO BE 20" z�N- a�� ► POCKET HOLD-DOWN WITH THE LATEST EDITION OF THE N.E.G. o => W Q� v O TO ATGH A L II TO A H OF • v b I DOOR I I -- --__ AND THE BOTTOM OF OPENINGS NGS NO i=�� N p��,3 W O OF F f— - - f 34 INCHES. HIGHER THAN 3'-8" A.F.F. N W o -o z I B ABOVE POINT E�mw VIP J I-__._.____- ------ F -- : m VELUX I I I I r--_ _ _. ._. . _. I I TO LOADS o> o LW� OP - - - � I II I __ t0FEN x W v�W NLLLU W- 5KYLIGHT ( - �. .�i. 4� it 2_____ BELOW v it I-N F LL Q m I-O p } LU I I ATTIC I I 6. ALL WOOD POSTS SHALL BE BUILT 10. ALL ANCHORS, STRAPPING AND v o o v Z m L ODEL:GO6J v 2 - I 1I I ..____-. - O NOTE: = I0 I {�_ — i I�•GG)=5i� iI I I( __ _____ I - I ! UP WITH (2) 2X4'5 NAILED TOGETHER W/ CONNECTORS AND HARDWARE TO BE o o- -FLOOR DRAIN TO BE O Q I I I u w.. ............._....... _ _.... W I I PROVIDE -- - - NEW STAIR TO I IOd NAILS 0 8" O.G. UNLESS OTHERWISE 51MPSON STRONG TIE OR AN APPROVED INSTALLED IN I m I I IT 0 MEET 2020 IRO. _- __._.._._._.._._ __- _ NOTED MANUFACTURE AND TO BE INSTALLED AS w W LAUNDRY ROOM — FL , I L1 I i I DOUBLE _ PER MANUFACTURE WRITTEN ►-► Q d o° o v D EXrE DRYER TO Q I i i I / �FRAMING.I�- __ I ` 7. ALL FRAMING SHALL COMPLY WITH INSTRUCTIONS- UNLESS OTHERWISE NOTED AS RE�IRED PER PAINTED u I I— —i i L -\,L � r J I I _ ._ �— I MPNUF. SPEC. 43� 1 - - II CL. I THE 2020 NYS RESIDENTIAL -INSTALL PAN UNDER 1= - I i v )- -INSHER z I I ® I I® = mm ® f CODE 11. ALL ENGINEERED LUMBER TO BE v v v m AS PER MANUF. SPEC. I - - - CLADDED AND 0 _...., _ _..... _ __..._.__._,_____.; �_ �. 8. ALL EXTERIOR PORCH/DEGK/ QU I RED - - ___ ...____� _ i TO PROTECT AGAINST HE E HOLD 5 I --- (3 _ _._.___.__._ _ .__._.___._ I I STAIR FRAMING TO BE AGQ Lu DOWN O _; ��-O ._,_ w f LUMBER-U.O.N. WEATHER ENVIRONMENT 2"XIO" LEDGER CONNECT WITH " _.___......:�- _. 2.I ". 4, L ._. . ._...._.... L ......-_._..._ z�T- d__ _...___ ..___ I �O �_ _ -. i I ; Ci. ALL ELECTRIC TO REMAIN AND AND b" THROUGH BOLTS I' O.G. - - --_._._._.... _.___ ___ _. _._........_- w -._ -.--......_ _..-.- - __...._..._- (, ! f MODIFIED TO ACCOMMODATE NEW —HI R STAGGER TECO JOISTS TO LEDGER _--- - -m — - � z RIG TO .._.._._ EQ•__.._ ...._... _-E-0 t6'-2 " -tl ' of I O - I CONSTRUCTION. FINAL ELECT WITH ZING COATED OR HOT DIPPED _. ... r____...__._....___._. - ..._ e - _�g - ( �8 ; ___.. _. �-mmm _ I I BE DETERMINE IN THE FIELD tu GALVANIZED-T'(P. .._._...._._...-___._ Q _ _. ... —U�- _�_ I w w o _ ___ _ . _ ___ _a. ._ -- - __ I II __ _...._.... 8'-4" 3'-O" 12'-by4 ...........__.. .. 12'-4" _ e_e_.-.. � _ _ j j W W z tf � .I O X O u v u w Z >f !i I I j I N � < ( - Q m 0 � O � ( ( I N - } LU QC LLI Z 1H t- �- LU}lam 7� STAIRS & GUARD NOTE: (TO COMPLY WITH 2020 R.G. OF NYS 8311$R512) v ,L_ -STAIRWAY5 SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT l� \ -MINIMUM HEADROOM HEIGHT TO BE 6'-8" l..l_I -MAX RISER SHALL NOT EXCEED 8Y4 -MIN TREAD SHALL NOT BE LESS THAN a" IO It-� I I -STAIR PROFILE: N051N05 SHALL NOT BE LESS THAN 3/4" NOR MORE THAN V4" SEGOI�y FLOOR FLAN� -HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH OL � SCALE: I/4" = I'-O" TWO OR MORE RISERS. Q �- 0 -TOP OF HANDRAIL SHALL NOT BE LE55 THAN 34" AND NOT MORE THAN 38". -ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE z LOWEST RISER OF THE FLIGHT. -ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN V:2" BETWEEN 0 THE WALL AND THE HANDRAIL. ly-HANDRAILS SHALL NOT PROJECT MORE THAN 45'2" ON EITHER SIDE OF THE STAIRWAY. 0 -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE 30" ABOVE FLOOR OR GRADE. O N -GUARDS/RAILINGS SHALL NOT HAVE A OAP OF PASSAGE OF MORE THAN 4" p In O LU -I -I , JAN - 7 2022 o v '01ithrdri Tovvl Po,-!rd Of Iru,-:PCRs J77AR_CHIt'ECTS ,;-TODD O'CONNELL _..._............._..........__.._. _.....___-___.._...v._.....__. _....._........_.........._........_ .._..... .. ...._...._.._..:. H I T E C T P.C. i "S 7ARCHITECT C I I TODDi ' O CONNELL, AIA j 1200 Veterans Memorial Highway I i Suite 120 ? Hauppauge,NY 11788 �i I � { P(631)650-6666 j ? I F(631) 650-6667 � C(516) 658-0325 t, ! idy:.f„„ 3°lYi✓t= rfil�f -a. .�7i S E I 1 ! 4+a 0 !1 :' Ll II II � ! if # L Z 13 Ilio if s a 0 IL �� I_ ( _ I Iku I -4 Li k....1 I„ , , zz0�z� ohm m I f I I I I ',lil �ut�oZQO W F1 v az Tjow OT 0 wz-<tuw0 o � 0 Q$WF��O�'�� I LAG E30. D TO THE w NEW ROOF OVER EXI5TING 1 II !{I UPPI I ! { kROOFING CONSTRUCTION. °D, _ _ REMOVE EXISTING ASPHALT -�~�W5HINGLE5 UNDER NEW ROOF. 1�IY'Q5-F�o = ROOF PITCH ROOF PITCH O I 8 ON 12 8 ON 12 1 I I I I I f I _ �o���"�'ZO m 4x5 ALUMINUM WTTER K/ w 3 € ? 2x10 R.R. ® Ib" O.G. ! I1 2x1O R.R. ® Ib" O.G. 3x4 ALUMINUM LEADER TO If BE SELECTED BY OWNER Q Q m o o o s D ON I"XS" FASCIA BOARD W/ VENTED SOFFIT 1 1 I L -4 I I ()w ` f I x G.T. 115 O.G. V \ lj PROVIDE ICE PROTECTION A5 PER (UPPER F A�TTIG}��1� Q / x z I I RQ05.2.1.I WHICH I FL Z GON515T5 OF AT LEAST 2 LAYERS Z O O IY / / I I Q I / / I I - ! { OF UNDERLAYMENT x CEMENTED TOGETHER OR A SELF-ADHERING POLYMER O LU MODIFIED BITUMEN SHEET TO N 0 0 F- Z2xb { G. Ib" O.G. ! I EXTEND A FROM EAVE'S W W z p O / / (UPPER F ATTIC ! I EDGE TO A MIN. OF 24" IN51DE z z Q RIOR WALL iz xl0 R.R. ® Ib" O. . I X 1 n1 I I I I LINE OTHE F THE STRUCTURE _ < v Q I v V xl0 R.R. ® I6` j I I �- z / 2x10 R.R. 0 16, O.G. 2x10 R.R. ® 16" D.G. ROOF PITCH ROOF PITCH \ ! I I IIf— ASPHALT SHINGLES TO BE W W z 0 8 ON 12 b ON 12 I ! SELECTED I ; ROOF PITCH I I ROOF PITCH € ! OVER 30# BUILDING FELT V V V W z j ON 880N12 I N _ ! III _ I I Q N PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF NYS -R505.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 o � LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM MANUFACTURER QTY DOOR TYPE MODEL NUMBER EAVES EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LESS THAN 45:12 PITCH MUST ICE SHIELD ENTIRE ROOF. ROOF 8:12 OR STEEPER REQUIRES MIN 3 FT. FROM EAVE EDGE N _ >® MARVIN 4 SLIDING 6068 SIGNATURE ULTIMATE COLLECTION © MARVIN I SLIDING 10068 SIGNATURE ULTIMATE COLLECTION G MARVIN 1 HINGED 3065 SIGNATURE ULTIMATE COLLECTION LU z N I N D O Jul S C H E D U L EZ U-I t- �- Lu} ^ — �I/� MANUFACTURER QTY WINDOW MODEL NUMBER COMMENTS ROOF FRAM I I�� PLAN ryPE MARVIN 10 CASEMENT *UGA36W56* *EGRESS WINDOW SCALE: I/4" = I'-O" O2 MARVIN 2 CASEMENT UCA3236 TEMPERED GLASS O3 MARVIN I CASEMENT UGA5252 ® MARVINly 4 CASEMENT *UGA3044* *EGRESS WINDOW �— O O MARVIN 2 CASEMENT UCA2054 TEMPERED GLASS © OMITTED O CQ _ O MARVIN I CASEMENT UCA3640 KITCHEN WINDOW O O ® MARVIN 7 CASEMENT UGA5044 *TEMPERED GLASS FOR HIGH MOISTURE POOL AREA C� ® MARVIN 4 CASEMENT UCA2456 OL 10 MARVIN 2 CASEMENT UGA4056 ll z II MARVIN 4 CASEMENT UCA205(o 12 MARVIN I PICTURE 28" CIRCLE PICTURE WINDOW p NOTE: VERIFY ROUGH OPENING, AND UNIT DIMENSIONS WITH MANUFACTURE PRIOR TO ORDERING .0 Ntu W * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF r _' r i� I� `' 111 ' O 5.1 50. FT., CLEAR Of-ENABLE WIDTH OF 20", AND A CLEAR OF-ENABLE HEIGHT OF 24"; z SILL HEIGHT NOT TO EXCEED 44" A.F.F. �-y Q m Q JAN ' 7 2022 Q � ' m Q F ),ark Of trusiE-less ELECTRICAL 5YMBOL5 ,. ._,..,. 'CO IN , .. 4A R elTffl T S ,.w: TODD O'CONNELL ARCHITECT P.C. 5YM50L DE50RIPTION 5YMSOL DE50RIPTION TODD O'CONNELL, AIA 1200 Veterans Memorial Highway DUPLEX RECEPTACLE OUTLET 000nono . Suite 120 5TRIP LIGHTING Hauppauge,NY 11788 DUPLEX RECEPTACLE OUTLET D 1'-0" x 4'-0" FLUORE50FNT FIXTURE F(631)650-6667 GFI H/ GROUND FAULT INTERRUPT C(516)658-0325 51 NGLE POLE 5HI TGH { WEATHERPROOF OUTLET WP m THREE-HAY 5HITCH DUPLEX RECEPTACLE OUTLET !� 40" # INDICATE5 HEIGHT ABOVE FLOOR r` I NCANDE5CENT DIMMER 5HI TGH r : INTERIOR HALL MOUNTED LIGHT 80 GFM EXH,4U5T FAIN ® VENTED DIRECTLI' TO EXTERIOR ,,_,� w � PENDANT FIXTURE A5 SELECTED _\ CARBON MONOXIDE 'n ® HARD WIRED 4 INTERCONNECTED. iHP HATER PROOF BATHROOM FIXTURE GM N d O 15OHATT RECE55ED HIGH HAT5MOKE DETECTOR ~ (�) GENERAL ELECTRIC, NOTES: SD HARD WIRED4 INTERCONNECTED. I. ALL ELECTRICAL WORK SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. G GARAGE DOOR OPENER I DEN o 2. THE GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE I 8'-0" GLC. HT. INTHE RESIDENCE: AND ADVISE TOO OF HIS FINDINGS PRIOR TO SUBMISSION OFBIDr Nw w TV 0- E 5. THE ELECTRICAL SUBCONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES PLATFORM R BU11-D 1 zzv�ztVpX,3 N ccl SO AS TO FULLY UNDERSTAND ALL CONDITIONS PERTAINING TO HIS WORK, ANY EXISTING DIFFICULTIES THAT MAY BE ENCOUNTERED AND MATERIALS REQUIRED FOR WOOD DECK / N °z ° `� INSTALLATION OF HIS WORK. ANY EXISTING WORK THAT DOES NOT MEET THE \ o z _�� g m v APPLICABLE CODES, RULES AND REGULATIONS, SHALL BE REPAIRED AND/ORI I w o o o Q REPLACED. COSTS FOR SUCH WORK SHALL BE INCLUDED IN THE CONTRACTORS V F- zQcIt-wOg' BID. I -�} � < o�ao 4. THE ELECTRICAL SUBCONTRACTOR SHALL SUBMIT ENGINEERING AND/OR SHOP DRAWINGS INDICATING ALL FIXTURE LOCATIONS, EQUIPMENT SPECIFICATIONS -� o K RISER DIAGRAMS DETAILS, ETC. FOR TOGS REVIEW AND APPROVAL AND I WD I o z SUBMISSION TO THE APPROPRIATE AGENCIES AS REQUIRED, PRIOR TO PLATFORM m �� E�W D� Q z i v FABRICATION OF ANY WORK. ����j jq O F'A w 5. THE CONTRACTOR SHALL REMOVE ALL UNUSED WIRING, CONDUIT, COAXIAL 0 GABLE AND TELEPHONE WIRING COMPLETELY FROM AREAS IN THE SCOPE OF THIS PROJECT. 6. ALL ELECTRICAL DEVICES SHALL MATCH EXISTING. ` �T) ( 1 I I Q Q a o a o D DINING ROOM \ \ I ROOM \ 8'-O" GLC. HT. I I I I KITCHEN IINSTANT HOT WATFER �. ALL EXISTING 1.LEGTRIGAL DEVICES TO REMAIN SHALL BE FITTED WITH NEW � I 1 I '-O" GLC. HT I DISPENSER. INSTALL PER 0 FIXTURES, PLATES AND TRIM TO MATCH NEW. I HEATED � \ I i I I � 8. ALL ELECTRICAL AND TELEPHONE WALL OUTLETS ARE TO BE MOUNTED AT 15" SUNROOM Q , / I I I I I }' OP I MANUFACTURER'S WRITTEN v v v � M SPECIFICATIONS. AFF UNLESS OTHERWISE NOTED. \ r ® \ — cGl c1 q. ALL SWITCHES/DIMMERS SHALL BE MOUNTED AT 48" AFF UNLESS OTHERWISE I I I ( I 1 I � � r �l� � NOTED. 1 ; GUE5 ROOM \ ` — �I I"1' 4/ 10. ALL WALL MOUNTED PHONE JACKS SHALL BE MOUNTED AT 54" AFF UNLESS — -- \ 9 OTHERWISE NOTED. / 1 I — — — II I I ( Pfi�NTRY tu 11. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOTI \ — d/ I I 1 v 0 EXCEED 6". s 15R I Ir w w 0 H 12. ALL BACK TO BACK OUTLETS AND SWITCHES IN ADJOINING ROOMS SHALL BE — _ — J z z STAGGERED. O z z v O _ I SW I MEX �\ I 8'-0" GLC. HT. I \\ \ i _W w z 15. ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXISTING I .� I FLOOR I / I _ D -i O X O WALLS SHALL BE FLUSH MOUNTED WITH THE EXISTING WALL SURFACE. I r �/� — — /�O IOUTLET I I I PROVIDE POWER TO " — — O O v w z 14. ALL EXISTING ELECTRICAL BOXES TO BE GAPPED SHALL HAVE THE ELECTRICAL {� — — Q z I PREFABRICATED 6A5 DEVICE AND ALL OF THE WIRING REMOVED. PATCH HOLE AS REQUIRED. I I I = I I \ FIREPLACE AS TURE S � � I zi O ' I PER MANUFACTURERS \ (� � < 15. NO POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS UNLESS O-� I I WRITTEN SPEGIFIGATIONS. \ m D OTHERWISE INDICATED. I \, \\ ( ` I I PROVIDE DEAN OUTS WITH I u # I6. SHOULD JOB CONDITIONS REQUIRE THE RELOCATION OF PLANNED TELEPHONE OR I O GL. IOUOLOR I I G CONNECTION. IAL }� ELECTRICAL OUTLETS FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY TOG FOR TH I I G�ARA�GE Ix APPROVAL OF THE ALTERNATIVE LOCATION PRIOR TO THE START OF ANY WORK. yip ` 1-7. THE CONTRACTOR SHALL PROVIDE INITIAL I AMPING OF ALL LIGHTING FIXTURES AS PER THE MANUFACTURERS SPECIFICATIONS. _ � _ �,L — — — I8. THE CONTRACTOR SHALL GLEAN, REPAIR AND RELAMP ALL EXISTING FIXTURES TO \ I I I fli REMAIN AS REWIRED AND/OR AS PER APPROPRIATE CODES, RULES AND z REGULATIONS. ALL NEW AND EXISTING FIXTURES SHALL MATCH. I FOYER I I '— _ t I 8_ GLC. HT. I I I O Iq. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL � / — — 1 I �-- JU} REQUIREMENTS FOR ALL HVAC EQUIPMENT, EXHAUST FANS, WATER HEATERS, SPECIAL EQUIPMENT, ETC. 20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE TELEPHONE _,� _ COMMUNICATIONS SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING GL. GL. / I- T — — — — — — — — — — — — LU DEPT. REQUIREMENTS, THE BUILDING MANAGEMENT AND TELEPHONE COMPANY'S RECOMMENDATIONS AND REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE I ` I I I r ( } INSTALLATION OF' REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT \ I I I \I LU ROOM TO THE PHONE CLOSET IN THE TENANT'S SPACE. L 21. APPROVAL OF ALL ELECTRICAL WORK MUST BE OBTAINED FROM APPROPRIATE AUTHORITIES HAVING JURISDICTION PRIOR TO CONGEALMENT. COVERED 22. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING FOR THE PORCH D �❑ I "� -- — - OO SPACE THROUGHOUT THE COURSE OF THE PROJECT. 25. THE CONTRACTOR SHALL LABEL ALL NEW AND EXISTING PANELS AND CIRCUITS / O- IU CONTAINED THEREIN. l 1 V Q 24. CONTRACTOR RESPONSIBLE FOR ENGINEERING DRAWINGS. \ 0� I R5T FLOOR PLAN ELECTRICAL PLAN 50ALE: 1/4" = I'-0" I F-C m�� I^L �L_. I LU w ;I p z E JAN — 7 2022 I�^�:. � co, m Q LU _ M v Board of i rus. c �� Q 0 U1 Tr4 HIEGTRIGAL SYTODMBOLS O'CONNELL A R C H ITECT P.C. 5YMBOL DE5GRIPTION SYMBOL DESCRIPTION TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 DUPLEX RECEPTACLE OUTLET n000000STRIP LIGHTING Hauppauge,NY 11788 P(6 31) 650-6666 DUPLEX RECEPTACLE OUTLET I'-O" x 4'-0" FLUORESCENT FIXTURE F(631)650-6667c(516) 658-0325 H/ GROUND FAULT INTERRUPT 51NOLE POLE 5HITGH WEATHERPROOF OUTLET WP _ m THREE-WAY 5HITGH DUPLEX RECEPTACLE OUTLET 40 # INDICATE5 HEIGHT ABOVE FLOOR J f, INCANDE56ENT DIMMER 5HITGH ;_ r INTERIOR WALL MOUNTED LIGHT ® 80 OFM EXHAUST FAN `` ``' ` VENTED DIRECTLY TO EXTERIOR ;��'�! _ =� '�z ): p PENDANT FIXTURE A5 SELECTED _\ CARBON MONOXIDE HARD WIRED � INTERCONNECTED. rmT- - ):�Pqp HATER PROOF BATHROOM FIXTURE i z O � v GENERAL ELECTRIC, NOTES: 15OHATT RECESSED HIGH HAT 5MOKE DETECTOR SD HARD W I RED 4 INTERCONNECTED. / i I z 1. ALL ELECTRICAL WORK SHALL BE INSTALLED IN CONFORMANCE WITH ALL / I APPLICABLE CODES, RULES AND REGULATIONS. Z 2. THE GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE I ~ G I I m ° I I GARAGE DOOR OPENER DECK THE RESIDENCE AND ADVISE TOG OF HIS FINDINGS PRIOR TO SUBMISSION OF BIDS. � o 5. THE ELECTRICAL_ SUBCONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES F o SO AS TO FULLY UNDERSTAND ALL CONDITIONS PERTAINING TO HIS WORK, ANY DIFFICULTIES THAT MAY BE ENCOUNTERED AND MATERIALS REQUIRED FOR u~o o INSTALLATION OF 1415 W WORK. ANY EXISTING WORK THAT DOES NOT MEET THE W� � � — � � w°o tu APPLICABLE CODES, RULES AND REGULATIONS, SHALL BE REPAIRED AND/OR I 3 z REPLACED. COSTS FOR SUCH WORK SHALL BE INCLUDED IN THE CONTRACTORS w F F U oto ° z0 BID. a kzt`°Q v H °4Q"'WZQ F pNp 0� O . THE ELECTRICAL SUBCONTRACTOR SHALL SUBMIT ENGINEERING AND/OR SHOP \ =1 DRAWINGS INDIGAl"INC ALL FIXTURE LOCATIONS, EQUIPMENT SPECIFICATIONS PROVIDE POWER TO \ \ � \ II J I o �>��oQ��;S RISER DIAGRAMS, DETAILS, ETC. FOR TOG'S REVIEW AND APPROVAL AND PREFABRICATED GAS \ � � — � � � 1 U�o�o��o�u� SUBMISSION TO THE APPROPRIATE AGENCIES AS REQUIRED, PRIOR TO FIREPLACE AS REQUIRED FABRICATION OF ANY WORK. PER MANUFACTURER'SIL WRITTEN SPECIFICATIONS. \ $ II N 1 u U O 5. \ > �0 a F- °m�knw THE CONTRACTOR SHALL REMOVE ALL UNUSED WIRING, CONDUIT, COAXIAL _��o CL 0 o o � GABLE AND TELEPHONE WIRING COMPLETELY FROM AREAS IN THE SCOPE OF THIS _ PROJECT. you' �Zo 6. �z Q3 °Qi ��w3Qw IK ALL ELECTRICAL DEVICES SHALL MATCH EXISTING. w 7. ALL EXISTING ELECTRICAL DEVICES TO REMAIN SHALL BE FITTED WITH NEW \ FIXTURES, PLATES AND TRIM TO MATCH NEW. 8. ALL ELECTRICAL AND TELEPHONE WALL OUTLETS ARE TO BE MOUNTED AT 15" `\ AFF UNLESS OTHERI^115E NOTED. I / I MASTER � I BATHROOM I q. ALL SWITCHES/DIMMERS SHALL BE MOUNTED AT 48 ROOM BEDROOM PROVIDE AFF UNLESS OTHERWISE ) NOTED. � / Li ELECTRICITY INSIDE � .-- _ HE MEDICINE THE I0. ALL WALL MOUNTED PHONE JACKS SHALL BE MOUNTED AT 54" AFF UNLESS \ � RECESSED MEDICINE OTHERWISE NOTED. I �\ I ( t � � / ' GABINET5. W 11. 1 IJ>5sD 1 EXCEED b".LINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOT ( � ® vs z v - - \ / oR � � i wwp � 12. ALL BACK TO BACK OUTLETS AND SW I TGHES IN ADJOINING ROOMS SHALL BE \ I / O� 1 z z O 9)STAGGERED. {�} v / I \ \' \ DGM I � 2 v O 15. ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXISTING \ I W W Ll WALLS SHALL BE FLUSH MOUNTED WITH THE EXISTING WALL SURFACE. D I \ z q) 14. ALL EXISTINO DEVICE AND ALL OFETHERWIRING REMOVEDICAL E30XF-5 TO BPATGH HOLE AS REQUIREDE CAPPED SHALL HAVE HE ELECTRICAL — HP I 1 I -0- PATCH - 15. NO POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS UNLESS I I ' W.I.G. — `- I / l� _ N 4 OTHERWISE INDICATED. PROVIDE ELECTRICITY IN51DE \ I THE MEDICINE THE REGE55ED I I _- _ I6. SHOULD JOB CONDITIONS REQUIRE THE RELOCATION OF PLANNED TELEPHONE OR MEDICINE GABINET5. ELECTRICAL OUTLET'S FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY TOG FOR \ _ I �BATH. I � L � J �� I � ___—��--: �.�.__.�...______- _ ..._..........._.__.. � � � APPROVAL OF THE ALTERNATIVE LOCATION PRIOR TO THE START OF ANY WORK. ' �_..._. 17. THE CONTRACTOR SHALL PROVIDE INITIAL LAMPINO OF ALL LIGHTING FIXTURES AS S I I` I — / PER THE MANUFACTURERS SPECIFICATIONS. I — J 18. THE CONTRACTOR SHALL GLEAN, REPAIR AND RELAMP ALL EXISTING FIXTURES TO ' I ' REMAIN AS REQUIRED AND/OR AS PER APPROPRIATE CODES, RULES AND i - - - I' ( - - -- --- �-G-1 REGULATIONS. ALL 'NEW AND EXISTING FIXTURES SHALL MATCH. �mm _ I O is I�. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL , REGUIREMENT5 FOR ALL HVAC EQUIPMENT, EXHAUST FANS, WATER HEATERS, SPECIAL - _ ;, � _:.-w.--::.:::...W ...._.. -- EQUIPMENT, ETC. — T__ ___ — — - — — I I III i I : 20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE TELEPHONE II COMMUNICATIONS 5Nr57EM SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING ____._.� ---�.... � � �� - I t n V DEPT. REQUIREMENT"S, THE BUILDING MANAGEMENT AND TELEPHONE COMPANY'S i I RECOMMENDATIONS AND REQUIREMENTS INCLUDING, BUT NOT LIMITED TO THE — --- --=----::-:: --- -- ----_:-���--".::..._____:.�.---.______ __._._-;-�.-...--.-_.-..>-__-. � __�.mm."T:-,_ _____� tu INSTALLATION OF REQUIRED GONCUIT FROM THE BUILDING TELEPHONE EQUIPMENT - ROOM TO THE PHONE: CLOSET IN THE TENANT'S SPACE. I - - - LH 21. APPROVAL OF ALL ELECTRICAL WORK MUST BE OBTAINED FROM APPROPRIATE AUTHORITIES HAVING JURISDICTION PRIOR TO CONGEALMENT. f O m 22. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING FOR THE ( _ _ _ SPACE THROUGHOUT THE COURSE OF THE PROJECT. I _ __- ! ( nO O 25. THE CONTRACTOR SHALL LABEL ALL NEW AND EXISTING PANE i I - 1L q) CONTAINED THEREIN. LS AND CIRCUITS I n SECOND FLOOR FLAN ELECTRICAL PLAN � 1JL z 24. CONTRACTOR RESPONSIBLE FOR ENGINEERING DRAWINGS. � X _ � is SCALE. 1/4 I -O + I p W z z ' JAN 7 2022 I .�:y : 4 m Q v O zLU _ P .rd oo-irustcpsO 0 k p PROPOSED TOP OF RIDGE T�AH �/O'CONNEIL ELN:3'7.5q' ARCHITECT P.C. HT:+30.1'7' .� _ TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 4 EX. TOP OF RIDGE P(631) 650-6666 ....._._. ._. _......._...... . _.__.. _. .._ _._._..__._... _..__._. _. ..._ _. _ ELEVATION:31.g8' -. .._.. .. _..._... ..._ -_..._,......_........__ _ __....__._.._. .. _._....._..... . . _._._.._..._...__ ._. ...-. _ ._ _... 6667 HT:+24•.56' 6 --_•'--�.. -� C(516) 658-0325 DECORATIVE CUPOLA AS SELECTED BY OWNER, TO f t,'4604 r rrf1 ;,r,�<rC: BE INSTALLED PER MANUFACTURER'S WRITTEN h WINDOW HEAD HEIGHT SPECIFICATIONS. ti ASPHALT SHINGLE5 TO BE SELECTED OVER 30# BUILDING FELT , 4x3 ALUMINUM CUTTER W/ 3x4 ALUMINUM LEADER TO BE SELECTED BY OWNER ON I""" FASCIA BOARD �= W/ VENTED SOFFIT EX. FINISHED SECOND FLOOR ELEVPtTION:20.22' AZEK VENTED SOFFIT, � --�•-----• -•-� �^' HT:+12.8' COLOR AS SELECTED BY WINDOW HEAD HEIGHT OWNER. HT. ' AZEK CORNER TRIM, COLOR AS SELECTED BY OWNER. 11 11 z # v I LL==J'I —L z © ° z tL F11415HED FIRST FLOOR _.. ... _-_... ..... ... .. _ _ E�I�tTION:11.55' ro o o -O HT:+4.11' REMOVE ALL EXISTING Z 51DIN6. PATCH WALLS AS REQUIRED. all -0EX. LOWEST ADJACENT GRADE z z v z �" — — ........... ...... ....................... ..... ........................... ..... ................... ...... ....... ...... .................... .. ELEVP�TION:-T.42' �''z W HT:+O' ON����NwO1L Qz No V LU 0 -q EX. BASEMENT SLAB '" z p v F- ELEV?%TION:3.9q' HT:+O' Ra� Q N V <02 OM uNwwp zq ELEVATION V05WWb os o5IDE SCALE: 1/4" = P-O° OO �z �W O4=Q u u v v Y m -4 PROPOSED TOP OF RIDGE ELEVATION:5151' HT:+30.17' LU Z � In v Z O O Ul tt) D L 81� Q8 z z O O EX. TOP Of" RIDGE - _. ... _... _.__...._._-.. _ T- T v ELEVATIONI:3Lg8' _ . ._....._. _. 0 V Z Hz z H - ��. DECORATIVE CUPOLA AS � '�••�•' SELECTED BY OWNER, TO - BE INSTALLED PER _ W MANUFACTURER'S WRITTEN Q I- W��INDOW HEAD HEIGHT SPECIFICATIONS. tV j ASPHALT 5HINGLE5 TO BE 8� Q8 (� - �J (� OVER 30D BUILDING FELT a a OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETER SPHERE CANNOT PA55 THROUGH ANY OPENING UP TO EX FINISHED SECOND FLOOR A HEIGHT OF 34 INCHES. ELEVATION: HT:+12.8' WINDOW HEAD HEIGHT �-�-1 — HT. 6'8 AZEK CORNER TRIM, COLOR AS SELECTED BY " OWNER. — ��✓ a u� Q > 0 EX. FINISHED FIRST FLOOR ELEVATION.:11.53' HT:+4.11' REMOVE ALL EXISTING V 51DIN6. PATCH WALLS AS O REQUIRED. EX. LOWEST ADJACENT GRADE NJ r HT:+O' l \ z V EX. BASEMENT SLAB _. _. .__. ........ .. ... .... ..._......__........_..._ _... .._.__............___..._ _ _.......__....._..- ____.....__...._._ ...... .__. _..... .. ....._._........._.. _........ ...... ......................._..... ... — - - ................. .... HT:+o' REAR ELEVATION ° �' I� ti _- ���.1I i �o � � m LU SCALE: 1/4" = P-0" tE JAN - 7 2022 O Z � I N Z . ZLU _ �4R„Uk' TEttS TODD O'CONNELL ARCHITECT P.C. PROPOSED TOP OF RIDGE ELEVATIODI:3'/.Sa' _ ._._..._._....__ _ .—..__..._ ._ ..._.._...—.. __ _._.___... .__ .- .,. ._—......_ _,. __..._..___. _ . .._.._..__.. _ _.. . .._._. _. ._ _ __._ ...___ ... _. _ ..,_._. _ __...—.._ _._. _ _ _ ____.....— _. _.-_. _ ._.. _ HT:+30.1-7' TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 F(631)650-6667 EX. TOP OF RIDGE - ELEVATIOP1:31.a8' __.-.. ._. ._. _.. .__._._...._._ --- ---•-�----�• C(516) 658-0325 -r r,r,rr - HT:+24.56' ,+t,,,,�.,.rCrr�Ia. ��',.�. rtj� ` DECORATIVE CUPOLA AS — ---- SELECTED BY OWNER, TO f BE INSTALLED PER MANUFACTURER'5 WRITTEN WINDOW HEAD HEIGHT SPECIFICATIONS __. _. _.._. __ __.--•----- _ ASPHALT SHINGLES TO BE (D(�'� SELECTED _ `k,-' OVER 30# BUILDING FELT OPEN GUARDS SHALL HAVE 4x3 ALUMINUM GUTTER W/ BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A At 4-INCH-DIAMETER SPHERE CANNOT 3x4 ALUMINUM LEADER TO PA55 THROUGH ANY OPENING UP TO BE SELECTED BY OWNER A HEIGHT OF 34 INCHES. ---- ON 1"X8" FASCIA BOARD EX. FINISHED SECOND FLOOR _ .. .. _. .. _. _. VENTED SOFFIT ..._... __... AZEK VENTED SOFFIT, ELEVATIOPd:20.22' - HT:+12.8' COLOR 5 SELECTED BY WINDOW HEAD HEIGHT OWNER•A N H O AZEK CORNER TRIM, z COLOR AS SELECTED BY 11 11 a '1 1 Q � ® � OWNER. � � z11 111LA U1 bxb ACG WOOD POST WITH O Z DECORATIVE PERMAGA5T WRAP AS SELECTED BY I OWNE.R m p w O EX. FINISHED FIRST FLOOR _ _.._._.___._._. _.. ... ........_._. _ .. ..... _....._....._......_ .... _.........___. ._..__.__._.... ..... _..___._.._. .._. .. ___... - .. _.. ..... _. o T z a lu ELEVATION:11.53' a� HT:+4.11' a- -t"13-1 REMOVE ALL EXISTING d� o 510ING. PATCH WALLS AS LL m v w REQUIRED. W } w EX. LOWESTADJACENT GRADE a zoo W ......... I__ l I I . ..... I............ __ .... .....__ ..................... ...... ....................... .... oz °w ELEVATIOM-7.42 HT:+o' I I I I I Wvc �� m° = o jwQ�z��pW v H EX. BASEMENT SLAB ELEVATIA14:5.aa' oW�O�dom K40� �Q LL�a' Owu �w� F- SIDE ELEVATION �� _ � :: N Dm xw 50ALE: 1/4 - I -O �� O Q� 01- Z'S o z m =o° z t radx ,d 3dw Q ��dzdHU~lOQ�O� � PROPOSED TOP OF RIDGE ELEVATION:5-7.54' HT:+30.17' Q m p 13-1 LU iU O W O to (b Z, I I 0l�w I l��-1 00 0 ZtD F I i I O� I zOm ttl N D AZEK BOARD AND BATTEN Q 4_K j o t W 111 z (� O GABLE TRIM, COLOR AS d Q z z O z EX. TOP OF RIDGE SELECTED. I Q Q I- ELEVATION:31.;W v v z HT:+24.56' 12 W W H AZEK FRIEZE BOARD, \ - O O DECORATIVE CUPOLA A5 COLOR AS SELECTED. SELECTED BY OWNER, TO - BE INSTALLED PER _ I MANUFACTURER'S WRITTEN Q IN rkNWINDOW HEAD HEIGHT SPECIFICATIONS. _ _ ._ HT. USr 'Jill O /� -- ASPHALT SHINGLES TO BE I �J 12 SELECTED it SIDING FINISH, STYLE AND 8 OVER 30# BUILDING FELT COLOR AS SELECTED BY OWNER. � 1 4x3 ALUMINUM GUTTER W/ 3x4 ALUMINUM LEADER TO CONGEALED ALUMINUM BE SELECTED BY OWNER FLASHING. �— —_ ON I"X8" FASCIA BOARD - - — - VENTED FIT EX. FINISHED SECOND FLOOR _ - _ -ELEVATION:20.22' - _ K VENTED SOFFIT, '' II tt AZEK HT;+12.8' � COLOR AS SELECTED BY `J _ WINDOW HEAD HEIGHT OWNER. 06r— , �r— - - _._......__ _ _ ____.__.__ _ _. ._ _._ _ _ _.._ _. ._ ._. . _......___.. .._ _... _ d ... �.---. ___ _ ___..._ __ _. ____ _ ._-__ _._._ _.. _._,__ I_. _.. ___.�.� _ ______ _ _._ _..... ,._ _ _ ..._ _,_. _. ....,,. ,. .. HT. 6 8 AZEK WINDOW AND DOOR AZEK GARNER TRIM, — (� (� COLOR A5 SELECTED BY TRIM AS SELECTED BY ® `.J �J �/ i a 1 Q �g � a a � � a ' 0 � a 9 � F=7 OWNER. (� (� OWNER. i LIGHTING FIXTURE STYLE, U _ a o a a ' o a a MOM MATERIAL, AND COLOR A5 SELECTED BY OWNER. i bxb AGQ WOOD POST WITH \ f 1 DECORATIVE PERMAGAST ( GARAGE DOOR STYLE �` +-a WRAP AS SELECTED BY I AND COLOR AS SELECTED � A EX. FINISHED FIRST FLOOR __._.__... ._ OWNE.R _ _ 44 ..... _. _ __.._.__ BY OWNER. _ __... c _ _ _ _ – ---.. . .-_ _. . _. _._.. ._ _.._ __ „ _.. _ �g _ _ � , ELEVATION: CONCRETE STEPS WITH HT:+4.11' STONE FINISH A5 I ' REMOVE ALL EXISTING m SELECTED. SIDING. PATCH WALLS AS O LU i I [LJ1U LiU Li REQU I RED. OL o EX. LOWEST ADJACENT GRADE 1._..I +n'� ELEVATION:1.42' I I I I I I I I I I 11— Z HT:+O' i I I I I I - - - - - - - - - - - II II r — J o EX. BASEMENT SLAB _ _ _ —— —_ —.`--—.— —.— —.— J _._ __ _ _ ---- ELEVAELEVATION: TIONS iQ _ _...._._.___... _- .... _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — ___ _.___._.___. __ __.. __ ._.. ._. ....._._._. _._. .__ ....__.__. _ ._......._ FRO ON �� Io SCALE: I/4" = I'-O" i.�.� JAN► - � ^022 '. m to z ry O z _. to T u1F� tu TABLE RSO120)CLIMATIC AND 6E06RAPHIL DE ION CRITERIA-CLIMATE ZONE 4a "I'D DE516N 5U5JEGT TO DAMAGE FROM GROUND SPEED TOFOTPHIC SPECIAL WIND 5EISMIC _ L 'ro<n iOciNn c SNOW 0•+PrU EFFECTS WIND BORN DESIGN PZATHERUS FROST LINE TERMITE WINTER Cr FLOOD AIR MEAN ARSHAMOMAQUE HARBOR LOAD REGION DEBRIS LATE60RY pEprH DESIGN BARRIER HAZARD5 FREEZING ANNUAL ZONE TEMP REQUIRED INDEX TEMP N 42°38'34"W 100 40' TODD O,'CONNELL,AIA 1 MILE FROM BOF 5 FT OO TO 1300Vaterdns Manedal K may R2 ItQ !1Q `(_O �5T AND EXISTING °gNL 330 1 yyjL FIRE ISLAND ______w 7 NONE ed99, 51°F WOOD_ Hauppauge NYS3788 TO REMAIN. !f:6(61)65D-b666 _ - _-- —_— ^ F(631)650-666 T_ 7 h1NIFR DEBISN TBAP• -� 3�'C(516)658-0325 • IMERi02 SPALM INTETDF.D FOR HMNI OLGTANLY BNALL B2 PR4JIDEb WTH INDOOR TPfPERANRES OF FOT LEES THAN bD•P AT A POMT 9 FEE}ABOVE 11@ FLOOR ON TI@ OE516F11¢ATIN9 DAY T ARENT H ' • 9YBT41 DE91fnV BiNl BC BASED Ot/MAX V•P N^-ATINS,MINIMM T9•P GOOLMFi 1 ATER A5 F , HIGH WATERALONGWOOD • DE6ftEB DAYS(Nl-LApUARDiN 4BII,WFt1E0.DESIGN TEFF V•,DRY EJLB DST,Y•R BULB T5'P(:000 APL APPBNDI%D) • AS PER NYSBL 0030 GWVPTER 16 9BOTiON IB09 AND ASGC T OOIB WND E%PO°ARe CATEGORY AFD A0E ROIGMJ�Y 15 B I ___ BULKHEAD PROPOSED t WIDE '.. use c FOR eoTn sWnl BHDR!Arm PIRe ISLAND - 4 1_______ __ ________ NON-TURF BUFFER •••//•"�; AREATOSEPLANTE MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATfONS 1 \\\�\;�\°\\�\\\;\�\\;\' WITH 6ALTTOLERAMD ELEVATION LAT HINTER 5UMt-tER ALTITUDE INDOOR DI516N HEATING TEMPERATURE FLAGGED \•\`\ - __--_ _\\' NATIVEVEGETATION HEATING COOLING CORRECTION PE51CN TEMPERATURE DIFFERENCE ¢YSHAWN BARRON, �`\ \ T �`' z0A'E VEB (1,1025 SF) ______ZONE'N S vx FACTOR TEMP GAOLING ^6iS ON JAN 25.2021 100 FT 41°N 45•F 66'F 100 TO°F TS°F SS°F COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY WINTER SUMMER DIFFERENCE HEATINS COOLING NET BULB RANGE M/MIDITY HUMIDITY II°F 15 MPH TS MPH T2°F MEDIUM40% 52 6R o 50%RH g �b• �+ LEADERAND %851 DO NS UT cn TYP 1 O N xi 19x6 76B _ X14 751 ME T 81 EXISTINGIn FENCE TO A C5V � -, REMAIN TYP # 61f RW 59 EXISTING 2 STORYSINGLE FAMILY Q --rJ DWELLINGWITHPARMBASEMENTAND }}}��1z111 1uc ' PROPOSED STORY 1 '�, PARTULL CRAWL SPACETO BE MORE a O ZONING INFORMATION ADDN ON(140 OFT) a TM L THAN 60%SUBSTANTIALLY IMPROVED J TOWN OF SOUTHOLD PROPOS 1611 r 2STOR1E$FRM7E -/ 1496 ' 0>S z SECTION,52 BLOCK,50 LOT(S).25 - OUTDOOR SHO ; N0,A95 ,, �, i �i1 PROPOSED2ND RY '- ( DOWNSPOUT $ ERAND ZONE,R-40 REGiUIRED EXISTING PROP05EC, ADDIRON(345 SO ) - 9cd I TMP LOT AREA 4opoo SG.FT 29,9849 SO Fr. No OHAN&E n6� x 11 LOT WIDTH 150 FT •100 FT- NO OHAN6E _ PROPOSED 1 STORY FRONT YARD 50 FT 11812 FT. 11990 FT - PROPOSED INTER x 11 873 I.0931 ADDITION(416 SO FT) �goB� 1 fi REAR YARD(TO SUNKEN POOL ' 8 BULKIE,4D) 50 FT 46.2 FT NO CHANGE ' Ii STORY RAVdhWAIJC REAR YARD(TO NIGH - ADDRIONPROPOSED 3850 FT) i -- i �P WATER ZONFJ 50 FT. 641 FT NO CHANGE ,, I `�� I WALKWAY TO BE �lliet SIDE YARD(MIN) 15 FT 16.2 FT IS'I2 FT xN _ ,�i� � I 1 f P I f08'M61 T I REMOVED SIDE YARD(AGO) 55 FT. 551 FT 55.09 FT o.�y1$ I i i y H pgN� O 1 BUILDINS HEIGHT 55 FTJ 25 STY WA Frl2 STY 901'!FTjIp ^-^� i PROPOSED IRRIGATION WELL TO gx* � I�po ,..1 PORTICO 193 PROPOSED A g 1 i ( H044T 1 BE ABANDONED LOT OOVERA6E 20% 104% 16b1% SEPIiC PER TF 91- y IT i SO�) HOSE 69 �2!AQt�yy` ENGINEERING�•T r i i i j I I EXISTING UTILITY <[�, Y~ l i i i 1 ( POLE AND OVER aF°'� >' U 1 w5 II,Hil HEADELECTRICTO Ilp � �LL � O I I 1 1 1 RED 12. i BE REMOVEDI I I I a i EXISTING I ab ELOT COVERAGE � I I I la �� i � � DRAIN �. F'TL' ----� �I�FLAGPOLE .TO x 1 ZONE,R-40 S0 FOOTAGE 'x719 (,/j REMAIN LOT AREA 25$849 50 FT ENVELOPE ix fi 68 NET LAND AREA 22249 S0 TOTAL BUILDABLE AREA 21,165 50 FT O? I i 0 11 1 IIST FLOOR 2,855.15 SOFT PROPOSED PORTICO 149 SOFT I i 3 N z o w'1` 19 6AZEEIO 80 So" REAR CONCRETE PLATFORM 106 go" WOOD DECK 244 SOFT 1 i u'S j I pQ O i TOTAL 552815 50 FT wOOD ENC�E 1 s 9528,15/21,165 16b1% r I T xf 84 2 ___ ________________________________�_�_ I _____---------- x563 ________ x563 J U s W z 551°50'00°E 10000' N - IMPERVIOUS COVERAGE x705 x645 x577 0 m m m p ZONE,R-40 _ __— 90.FOOTASE LOT AREA 29,984b SOFT B A Y V I E W AVENUE WET LAND AREA 2,2249 SOFT ' hd I TOTAL BUILDABLE AREA 21,165 50 FT 0' W 1" 20- IST FLOOR 2,855 S PLOT PLAN SOFT - PROPOSED PORTICO _ 149 SOFT SCALE, Z ` FRONT WALKWAY 146 SOFT v 6A2E50 80 50 FT 0 Z1''Lu r REAR CONCRETE PLATFORM IOb So FT _ - - - - L LU>E E WOOD DEOK 244 50FT - L7 TT 77 I� Q Q<z GRAVEL DRIVEWAY WA 1,592 SOFT. r < Y TOTAL _ 9b14 I5 SOFT L �—IL (Uj IUI U ILf�—' () LU5 6 9,61415/21,165 1196% O�Q� JAN — 7 2022 o �o Southold Town Board of Trustees 6n7 h F u o T n 1 � � TODe O EON Ell .TOOD O'CONNELI,IIIA ��O DROP(2)2x10 CCtY.REIE MN 56' ACQ WU IDR 1300Vetgnf5uitt �Hlyhway B9.OW E.RADC(TYP) . , bx6 ACfi WODD �V `-11auPFauge:llYA]>,]88- POST(TYPICAL) O ' 1 � i'"fP(691)65Q-Ge6N, 'F 1631)650;6667-_ I RLL DROP )2x10 DROP MAXIO Y'�• •e4 SPACE 24'X24°X12' P COI,FTA(TYP) r —, I ,J' -r-b• 7'-b° - C O� �'�n 14.0 SONO I(bill. I Q I I 6xa AGQ woov �I o • cONcf�E MN.96' —J POST(TYPICAL) II BRAD2(TYP) G 6 CRAW. 12'-O• — — �kk.. X Bp-I• I O i 2X12 ACGI NOPROP IT<�•y - AGO I•� O Uta iL 2X12 ALc7 WD �O� ��(S)Iq Si b'FQ LVL 'r - I ', r J —•— `———— WO 90110 TUBE FILLED WATER T() O'OIIffNDPO RED CONCRKAJ-LETE Psl I I cONCOFLW'tE M59 1N•76• CRAW. o MIN) 1 1 Y POURED(.ONGRETE RAT BELOW eRADe(TP) I 12xH FLOOR JOISTS SPACE SLAB OAOO PSI MIW AND a ITV, 6.smopq • VAPOR CRAW.. BARRIER OVER 4° I I •q J . -,I'9 DEEP COMPACTED ORAVE11-PROVIPr SPACE LL Q Ai I`i •1® WALLWALL.I ON JOIN75 AT �I ALGHS -� J 10'x10'POURED CONCRETE = J ILL TIE NEK FOUNDATION TO p dI FOOTING(9300 P51 MIN)TO REST J p N O.CISTV�TIou MINIMUM oP 7r �1 Z ON P miw,UNDISTURBED VIRGIN 501E DEEP MIWX W/(�-4 R®AR 2°x4' I I R KEYWAY PJT51DE WALL '• I (6)915'STEEL PIPE �I CUT TITIN SAT ONTHE 6ROlT FILL SOLID(TYPICAL) WATIERPROOFIN6 F7EM®RPNE AND J GC,RAIL COLUMN KITH 24'x24'xl2' Z°RI61D INSULATION j ` SPACE POURED CONCRETI. PROPOSED COLUMNS " g '•I FOOTING r(2M4 REBAR ON EACH DIRECTION r TIE NEN FOUNDATION TO m EXISTING PV 44 REBAR 6 24• WASTE I HAUNCH SLAB AND 12XD F.1.0 16.OL OL VERTICAL,MINIMUM OF 2, O - $ PIN TO EXISTING r g i` GROUT FILL SOLID(TYPIGAU A I J ,e ---�$-- ' - -- Ng=BCLOW FOUNDATION WALL I (2)2xa BM_1 FJCI5TINK BEAM 70 BE T �L 1 1 a'POURED CONCRETE p Fp p J t 8 'J CUT AND SAT ON THE NEW FURNACE DIRECT VENT F115T I FOUNDATION WALT.(95II PSI py�y-3H1 3Fa UU b'POURED CONCRETE T PROPOSED W1JJN1H5 I CONFORM NTH HAN/JFACTURER5 I I ) MIN) J±ZY NER O FOUNDATION WALL(3300 P51 INSTALLATION INSTRUCTIONS ANDMIN)DEPTH TO BE DETERMINED J 4.p�RID CLEARANCES FROM UNPROTEGTm I 1 pp22arr z BY THE SPA DEPTH G D CELLAR 1 CONSTABLE MATERIALS A9 CONCRETE RAT 6� I INDICA'iID ON 11C APPLIANCE 1 '• J Q9 09 REMOVE E'XISTINC,SLAB AND 1 MSLAB 600 P51 �• UTILITY NkyBs CODE MI9061 OF THE 1 I t 1 20'x10°PouIRID CONCRETE REPLACE IT WITH A LOWER SLAB W WN4 AND I I FOOTINI6(3$00 P51 MIN)TO REST I VAPOR BARRIER �1 NEIN DIRECT VENT HOT WATER 1 I ON UNDISTURBED VIRSIN SOIL(5' O TO A DETERMINED DEPTH PER Q NO1E, $$$$ O THE SPAS HEIGHT. J .I OVER 4•DEEP '� "' N HEATER MUST CONFORM WITH i 1 DLA MIWI W/(2)W REBAR 2'x4° g B ] COMPACTED ` XI MANUFACTURERS WRITTEN I KEYWAY,OUTSIDE WALL PROVIDE 2•POURED CONCRETE RAT q INSTWA.TION5 I 1 K47ERPFZ CFIN6 PROVIDE UNDERPINNING TO I J EXPANSION VAPOR BARRIERMIOVER 4° I TE NEW FOUNDATION TOSLAB 03.5 1 1 1 MATCH THE DEPTH OF THE NEW JOINTS AT WALL EXISTING W/04 REBAR O 24' 1 110111011 SUNK@NSPADEEP COI+IPAGTED GRAVEL OL VERTCALX MINIMUM dr 2, I 1 A 1 I JOINTS PROVIDAT WALL.ION yygo OIL TANK ARCUT FILL SOLID(TYPICAL) I 1 1 N - 4: .. PxIsnNG ,4 FOUNDATION 2'POURED EONCREE RAT ACCOMMODATE SLAB(5300 PSI MIN)AND ® 2'x10°LEDGER 1 (-———————— v T FOR NEX VAPOR BARRIER OVER W .� LAG TO EXIST WTH15•0 a 1 ('� r� I` .. �,-,_.— ——— —— - ORAWL DEEP COMPACTED GRAVEL L AND 6'LAG BOLTS 1'OL, JAN 7 2022 SPACE PROVIDE EXPANSION I 1 STAGGER TECO JOISTS TO AC4ESS AS REQUIRED JOINTS AT� 1 - 1Olt HOT DIPPED GALVANIZED 1 �, 1 4POUREL CONCRETE RAT SLAB 1 'PI TH ZINC COATED • 1 —JI L..pY_QQIx ————————————-J 1 \F33OO P51 MIW W/6x6 WY1M AND 1 iv � I •� I VAPOR BARRIER OVER 4'DEEP ,• ,. ,' •��-;•t :X-i n.• I CON->PAGTID GRAVEL PROVI - -— 0 1 1 EXPANSION JOINTS AT WALL J i Southold Tov�(ra o 0 FOANDATION+--,, :'I—I-------- n 4 m ¢ SENT i i a i Board of Trustees u L-------- — --) 1 I 1 w ———————— p 2p X mX 0 1 -t 1 DIP FOUNDATION WALL TO J 1 V U U W z '•"• ACCOMMODATE FOR NEYN L——— ovERRiEno GARAEE DOOR ABOVE———J ( h 4 -------- ---------- 1s - - - 1 R4022 CONCRETE n 1 _ r•.� 1 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STREN5TH OF FI cl ry m AS SHOWN ON TABLE R4022 CONCRETE SUBJECT TO MODERATE OR SEVERE L—— —————————————————J WEATHERING A5 INDICATED IN TABLE R9012(I)SHALL BE AIR ENTRAINED AS O IOb' SPECIFIED IN TABLE R4022 THE MAXIMUM WEIGHT OF FLY ASH,OTHER - POZZOLANS,SILICA FUME,SLAG OR BLENDED CEMENTS THAT15 INCLUDED IN n _ 25'-0, q'-q, CONCRETE MIXTURES FOR&ARA&E FLOOR SLAB5 AND FOREXTERIOR PORCHES, CARPORT 5LAS5 AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERGENTA6E5 OF THE TOTAL WEIGHT OF GEMENTITIOUS MATERIAL5 SPECIFIED IN SECTION 19334 OF AGI 318 MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE gA5�8 sero. APPLICABLE STANDARDS LISTED IN CHAPTERS 14 AND 20 OF AGI 315 OR AGIlu 332 Z I'$5�9 MINIMUM SPECIFIED HMPRES5IVE O Z LJ-I F FOUNDATION FLOOR PLAN S °OC LU SCALE,I/4°a I'-O° TYPE OR LOCATION OF CONCRETE CONSTRUCTION YiEATHERINA POTL-NTIALb — &ENERAL NOTES NEGLIGIBLE MODERATE SEVERE u `� STAIRS 8 GU .('�ARD NOTE, V/W Z .V BASEMENT WALLS,FOUNDATION AND OTHER ° "l 1 CARBON MONOXIDE ALARMS AND CARBON BALL CONDITIONS AND DIMENSIONS 6 ALL WOOD POSTS SHALL BE BUILT 10 ALL ANCHORS,STRAPPING AND (TO COMPLY WITH 2020 RG.OF NYS R311 ER312) C 2500 2500 2300 CONCRETE NOT EXPOSED To THE HEATHER '1, MONOXIDE DETC-GTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE5 UP WITH(2)2X4NAILED TOGETHER W/ CONNECTORS AND HARDWARE TO BE -STAIRWAYS SHALL NOT BE LESS THAN 36°IN CLBhi EAR WIDTH ABOVE THE PERMITTED Q —Q IN 6UILDIN&5 AS REQUIRED IN ACCOROANGE GENERAL CONTRACTOR AND REPORT IOd NAILS®e"OC.UNLESS OTHERWISE SIMPSON STRONG TIE OR AN APPROVED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT BASEMEN SLAB$AND INTERIOR 5LA55 ON GRADE,EXCEPT 6ARA6--FLOOR SLABS 2500 2,500 2500° O WITH Tli=2020 FIRE CODE OF NYS-SECTION ANY DISGREPANGIES TO ARCHITECT NOTED MANUFACTURE AND TO BE INSTALLED AS -MINIMUM HEADROOM HEI&HT TO BE 6'-5° U.I 915 4(CARBON MONOXIDE DETECTION PRIOR TO START OR CONTINUATION PER MANUFACTURE WRITTEN -MAX RISER SHALL NOT EXCEED eY4" BASEMENT WALLS,FOUNDATION WALL5,EXTERIOR OF WORK T ALL FRAMING SHALL COMPLY WITH INSTRUCTIONS-UNLESS OTHERWISE NOTED -MIN TREAD SHALL NOT BE LESS THAN 9" �y SYSTEMS)FOR RESIDENTIAL BUILDIN65 WALLS AND OTHER VERTICAL CONCRETE 2500 spoo° 3p00° 0 ca INTER-WIRED FIRE/SMOKE AND CARBON THE 2020 NYS RESIDENTIAL -STAIR PROFILE.NOSIN65 SHALL NOT BE LESS THAN%"NOR MORE THAN O$" NORK EXPOSED TO THE WEATHER MONOXIDE DETECTORS WITH BATTERY 4,NO&ALV.NAILS OR CONNECTORS IN CODE II ALL EN5INEERED LUMBER TO BE -HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH PORCHES,CARPORT SLABS AND STEPS EXPOSED �U� BACKUP AS PER NEPA'720 AND SEG R314 AC0.LUMBER ARE PERMITTED ALL GLADDER AND SEAL AS REQUIRED TWO OR MORE RISERS TO THE LEATHER AND 6ARA6E FLOOR 2500 9pOo°p1 s3oo°^T O O CONNECTORS AND FASTENERS FOR AGQ 8 ALL EXTERIOR PORGHUTDEGIV -TOP OFHANDRAIL SHALL NOT BE LESS THAN 34"AND NOT MORE THAN 35" GLASS - T AND R315 OF THE 2020 RESIDENTIAL CODE STAIR FRAMIN&TO BE AGQ TO PROTECT AGAINST THE ) y•�Ul OF NY5 SHALL BE INSTALLED IN DWELLING LUMBER MUST BE STAINLESS STEEL OR WEATHER ENVIRONMENT -ALL REOUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS 'C� UNITS OUTSIDE OF EACH SEPARATE LUMBER-ION HOT DIPPED GALVANIZED 6-155 FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE FOR 51,1 POUND PER SQUARE INCH=6Bg5 WP 5LEEPIN6 AREA IN THE VIGNITY OF THE 5.AS PER 5EG R510 EACH HABITABLE 9 ALL ELECTRIC TO REMAIN AND LOWEST RISER OF THE FLIGHT a STREN6TH AT 2a DAYS ROOM SHALL HAVE AT LEAST ONE MODIFIED TO ACCOMMODATE NEW -ENDS SHALL BE RENRI"ED OR SHALL TERMINATE IN NEWEL P05TS OR SAFETY TERMINALS BEDROOMS WHERE AFUEL-BURNIN& b SEE TABLE R9012(U FOR YEATERING POTENTIAL APPLIANCE 15 LOCATED WITHIN A BEDROOM OPERABLE WINDOW FOR EMERGENCY CONSTRUCTION FINAL ELECTRIC TO -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 0>'BETWEEN a CONCRETE IN THESE LOCATIONS THAT 15 ea-XdEGT TO FT�lINA AND THAWING DURING OR ITS ATTACHED BATHROOM,CARBON BE DETERMINE IN THE FIELD THE WALL AND THE HANDRAIL CONSTRUCTION SHALL BE AR-ENTRAINED WNGREM IN ACCORDANCE NTH FOOTNOTE d CGRE55 WITH A MINIMUM CLEAR -HANDRAILS SHALL NOT PROJECT MORE THAN 4V2°ON EITHER SIDE OF THE STAIRWAY d CONCRETE SHALL BE AIR-ENTRAINED TOTAL.AIR CONTENT(PERCENT BY VOLUME OF w MONOXIDE DETECTION SHALL BE INSTALLED OFENIN6 OF 5T SQ FT (6RADE CONCRETE)SHALL BE NOT LESS THAN 5 PCRCENT OF MORE THAN'?PERCINT WITHIN THE BEDROOM -6UARD5(RAILIN65 ARE REQUIRED FOR ANY SURFACE 30°ABOVE FLOOR OR GRADE n ^. FLOOR OPENI N61,SHALL HAVE A e SEE SECTION 4022 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT O `\, -6UARD5/RAILIN65 SMALL NOT HAVE A GAP OF PASSAGE OF MORE THAN 4' 2 ALL ELECTRIC WORK SHALL BE MINIMUM CLEAR OPENING OF 5 O 5Q F FOR GARAGE FLOORS ME A CONCRETE)TO N FINISH,5 THAN 3 PE OF 1 TOTAL AIR n CANTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LE55 THAN 3 PERCENT 15 PERMITTED IF FT) THE MIN,HT OF OPENINGS TO THE SPPLIFIED COMPRESSIVE STREN6TN OF THE CONCRETE 15 INCREASED TO NOT LOSS THAN PERFORMED IN STRICT AGGORDANGC- 4 0 BE 24'AND MINIMUM WIDTH TO BE 20" O z WITH THE LATEST EDITION OF THE KEG- 4UDoo P51 AND THE BOTTOM OF OPENINGS NO HIGHER THAN 3'-5°AFvF F ZgK LS TODD O'fONNp LL 9 iD (2)INVIdI V t•4 LVL TODD*'CONNELL,AIA zzhov�gare Memo°at xlUlwav "tI I[lalceazD�, GENERAL NOTES -Hautiaauge,Nrr LtTea- 11 11 -= d TODDO� TODD O'CONNELL -_, TODD O'CONNELL,AIA Vowf pmwttal Highway F!?smm)26,=i OPEN GUARZ1.SHALL HAVE Ha`uppauyG NYI1168�I BAIU"7ER.S OR i -a- ORNAMENTAL SPf631)6�6i 66K-��)Ft631163U�66T ' PATTERN SUCH t`.G(_S1J4`t8-0373'sl '-IOYa' THAT A DECK 4IAMETBi "" 2416}4 SPHEREDIERB ROUSH'i GOR.A$TELE KINIS TED PAYS PENtl*LI COLOR.A5`rT1.EYiTED BYANY e 5'-8yp' 12'-IIyB�- g's(V2 9'-10° TO A�BNT OF LIP 54 IFIGIES. 36128 I n 1 p III 4a'-u• �s/� a 1 jil IR � 1 III (2)134"x4s•ML LVL i (2J1�'x�N•° LVL III 2 (2)Ig5F6i'ML LVL U) 4 HOLD A❑ ra 11 - -- - 11 I GENERAL NOTES �a r O Ili II ii ii v tY OA F APPROVED PRE-FAB �11 I CARBON MONOXIDE ALARMS AND CARBON 3,ALL CONDITIONS AND DIMENSIONSBAS F.P RL-GITJGY GOMLRA I REMOVE EXISTINB BATHROOM _ 1 I !1 I I iI MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE ROSDDE 6A9 STOVE TO BE I FINI5FE5 AND PLUhIDIN6 SEL BY OWNER EXTERII FIXTURESGAP ANY EX15TIN6 + / IN BUILDINGS AS RE62UIRED IN ACCORDANCE GENERAL GONTRAGTOR AND REPORT II I; \, a' COh®USTION AIR DUOTS SHALL �! I I UNUSED PWFffiIN6 LIFE L' I _ __ _ WITH THE 2020 FIRE CODE OF NYS-SECTION ANY DISGREPANGIES TO ARCHITECT "4 BE A LISTED COMPONENT OF J'}J_: II y__J ) a --- r Y r-- q15 4— THE PP,I INSTALL ACCORDING V I it ASTER Q II T - J 1 SYSTEMSR RES DEIDEADE �I NNS PRIOR TO START OR CONTINUATION O Z 1 OF WORK U NEW EXTERIOR MALLS CONTRUOTION TO MAFAIF INSTRUCTIONS 1 B THR606M,a�� ; Ri J BEDROOM o + I ry BEDROOM -- MONOXIDINTIER-NIE �G/SMOKE AND TORS WITH BATA7ERYN 4 NO GALV NAILS OR CONNECTORS IN -2X4 WOOD STUDS O I6'OL FI II 1 1 PROVIDE N AI KRAFT FARED BATF Q I TYPICAL INTERIOR ' II 'j�� FLOOR,FIARDWOOD BACKUP AS PER NEPA 120 AND SEG 8314 Ata LUMBER ARE PERMITTED ALL � ED.(SE ON AND I/2'INTERIOR EYP p' / BD.(SEE SPECIFICATION AND NOTES) WALL CONTRUGTION, >i y I I } I, // WALL'`'p'°'IHTm -- AND 8915 OF THE 2020 RESIDENTIAL CODE CONNECTORS AND FASTENERS FOR ACO AND U2'EXTERIOR PLYWOOD 214•STUD WALL a u. FLOOR I�-) _ _ OF NYS SHALL BE INSTALLED IN DWELLING LUMBER MUST BE STAINLESS STEEL OR � ° q SHEATHING,AIR INFILTRATION I6°O.C. WALLS' AINTED --- _ UNITS OUTSIDE OF EACH SEPARATE HOT DIPPED GALVANIZED 6-185 �m yg� BARRIER AND SIDING A9 SHOWN ON K'6Yf.x1M BOARD SH 6 $D v @6X6 WD POST SLEEPING AREA IN THE VICINITY OF THE 5 AS PER SEG 8510 EACH HABITABLE �� � p�[b� ELEVATION PROVIDE h°RI61D O 2`'X6° (i; -..�gRpr �� BEDROOMS WHERE AFUEL-BURNING FX INSULATION BOARD BEHIND SIDING I � � ROOM SHALL HAVE AT LEAST ONE 3x8 SLOPED GJ o 16°OL 1 2x8 SLOPED CJ a I6• L I DiL SHALL HAVE O I®L4X6 YID P097 APPLIANCE 15 LOCATED WITHIN A BEDROOM OPERABLE WINDOW FOR EMERGENCYCg �o a T 148 BORNNAAMENTNTALL X ry OR ITS ATTACHED BATHROOM,CARBON EGRESS WITH A MINIMUM CLEAR gdE°I U F POGKEf EO Ea NI CLOSET 7O BE __ ___ D� THATA O ;py LpXq�ppST MONOXIDE DETECTION SHALL BE INSTALLED OPENING OF 5150 IT(GRADE Wt0 i WITHIN THE BEDROOM. FLOOR OPENINGS SHALL HAVE A t U f DOOR __t 16tED BY OTHERS _ I___ __ a ________ _ OFgy'•STEEL PIPe 2 ALL ELECTRIC WORK SHALL BE MINIMUM CLEAR OPENING or 50 50 �94 --gc5f- g>_2• p'--71{ �.°�� FTJ THE MIN HT OF OPENIN65 TO y C s Ox6° •� II _ i / ANY I UP PERFORMED IN STRICT ACCORDANCE BE 24"AND MINIMUM WIDTH TO BE 20' 2 OPED GJ® POCKET TOA F HoLPpom WITH THE LATEST EDITION OF THE NE G 69 a iJ�`p� popR " ." • AND THE BOTTOM OF OPENING NO S 6 t D .I r--- II 841NCkES 0 ABOVE POINT HIGHER THAN 5'-8'AFF U -� } LOADS O VEWX I� I W�I rr � I II L .ATO `� m€ � 18 „ S-_—_-_-J j n ATTIOn ii I II ---- SLOW 6 ALL WOOD P05TS SHALL BE BUILT 10 ALL ANCHORS,STRAPPING AND71 FLS RDRANTO E'6 O v J I I i i I �,i,I II ---^ _ _ UP WITH(2)2X45 NAILED TOGETHER W) CONNECTORS AND HARDWARE TO BE dY$ NOIT,INSTALLEDN ( i 1 I I \ /ITFROJIVE -�, FF1Y STAIR TO ! IOd NAILS a 8°OG UNLESS OTHERWISE SIMPSON STRONG TIE OR AN APPROVED _.Tm, 0 • q I q p I I \/ I FRA�MI�NS� II I I �L�\ N@ET 2020 IRO. NOTED PER�MANUFACTURE AND WR1eE INSTALLED AS �I N TTEN AS REQUIRE,PER L, _I I L_�L J _ 71iE 2020 NYALL ING SHALL S RESIDENTIAL LY WITH INSTRUCTIONS-UNLESS OTHERWISE NOTED L1 Y H��PAN amBR 1; I ® CODE II ALL ENGINEERED LUMBER TO BE U U U Y IO 8 ALL EXTERIOR PORCH/DECK/ CLAPPED AND SEAL AS REQUIRED HOLD IDOW1 O - g STAIR FRO NNS TO BE ACQ TO PROTECT AGAINST THE 5 —;y _ — WEATHER ENVIRONMENT 61 9 ALL ELECTRIC TO REMAIN AMC, Two•LEDGER CONNECT WITH j'm m — - — - MODIFIED TO ACCOMMODATE NEW AFID 6°TTIRa.Lali BOLTS P OL _ H. I ( CONSTRUCTION FINAL ELECTRIC TO STABBER TECO JOISTS To LED6ER EO —tb'-Zy8— '-Oyb V NTH ZN,COATED p OR HOT DIPP® BE DETERMINE IN THE FIELD OALO U 2-4° • 4' I JAN - 7 2022 _ southofd Town I, Board of Trustees i z Lm STAIRS -- iLm D QQ— STAIRS J GUARD NOTE N�Z v (TO COMPLY WITH 2020 R.G OF NY5 83116 R5I2) -STAIRWAYS SHALL NOT BE LESS THAN 56'IN CLEAR WIDTH ABOVE THE PERMITTEDQ Q HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT -MINIMUM HEADROOM HEIGHT TO BE 6'-8" lu �-O -MAX RISER SHALL NOT EXCEED a4' 1 z -MIN TREAD SHALL NOT BE LESS THAN 9° O J� A -STAIR PROFILE NOSIN65 SHALL NOT BE LESS THAN/4"NOR MORE THAN SECOND FLOOR PLAN -HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH p SCALE,1/4'=1'-0' TWOOR MORE RISERS O =�O -TOP OF HANDRAIL SHALL NOT BE LESS THAN 54"AND NOT MORE THAN 58" ((� -ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS FROM DIRECTLY ABOVE THE TOP RISER OF A FL16HT TO A POINT DIRECTLY ABOVE THE LOWEST FUSER OF THE FLIGHT S - -ENDSHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN IV."BETWEEN O THE WALL AND THE HANDRAIL. -HANDRAILS SHALL NOT PROJECT MORE THAN 414'ON EITHER 51DE OF THE STAIRWAY - m -GUARDS/RALIN65 ARE REG11RED FOR ANY SURFACE 30"ABOVE FLOOR OR GRADE Q ro n I -GUARDS/RAILING SHALL NOT HAVE A GAP OF PASSAGE OF MORE THAN 4" h IZR U O a D x ELEGTRIGAL SYMBOLS °° a SYMBOL DESCRIPTION SYMBOL DESCRIPTION 70 DD Q'COBNELL,AIA 12a0Sn'gtetansM molallUay t iwlcd�k?a-1 DUPLEX RECEPTACLE OUTLET STRIP LIGHTING �-He°caaaet,N�inaa:. °x 4'-O°FLUORESCENT FIXTURE f :P{6g1)6SQ-6666' DUPLEX RECEPTACLE OUTLET 0 I'-0 ��F T631 gSU;6667 , I "5FI NU 6ROUND FAULT INTERRUPT r[s16T4@a69zs,-°— II�^�. SINGLE POLE SWITCH WEATHERPROOF OUTLET DUPLEX RECEPTACLE OUTLET THREE-WAY SWITCH ° #INDICATES HEIGHT ABOVE FLOOR o I INCANDESCENT DIMMER SWITCH �O _ INTERIOR WALL MOUNTED LIGHT IAV®T bO GFM EXHAUST FAN y�s� VENTED DIRECTLY TO EXTERIOR v AP PENDANT FIXTURE AS SELECTED CARBON MONOXIDE 6 D HARD WIRED E INTERCONNECTED. WP WATER PROOF BATHROOM FIXTURE AMP GM I50WATT RECESSED HIGH HATO SMOKE DETECTOR TT J 6[--NERAL E�.EGTRIC NOTES SD HARD WIRED S INTERGONNEGTED. _ — Z 1. ALL ELECTRICAL WORK SHALL BE INSTALLED IN CONFORMANCE WITH ALL I APPLICABLE CODES,RULES AND REGULATIONS DEN 6 GARAGE DOOR OPENER I 2 THE GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC.SERVICE bb°CLB HT IINNIHE RE5IDENCE AND ADVISE TOG OF HIS FIND NO.PRIOR TO SIBM15SION OF I I 8• ` GO G I Ga ' fo 5.THE ELEGTRIGAL SUBCONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES PLATFORM REBUILD !E�! 50 AS TO FULLY UNDERSTAND ALL CONDITIONS PERTAINING TO HIS WORK,ANY EXISTING I / r gk yn� DIFFICULTIES THAT MAY BE ENCOUNTERED AND MATERIALS REQUIRED FOR WOOD DECK � U INSTALLATION OF HIS AORK ANY EXISTING WORK THAT DOES NOT MEET THE APPLICABLE CODES, RULES AND REGULATIONS, SHALL BE REPAIRED AND/OR / y„g -S O REPLACED.CO5T5 FOR SUCH WORK SHALL BE INCLUDED IN THE CONTRACTORS BID '— gg2 §611% 1 � - 2ig13 4 THE ELECTRICAL SUBCONTRACTOR SHALL SUBMIT ENGINEERING AND/OR SHOP DRAWIN65 INDIOATIN6 ALL FIXTURE LOCATIONS, EQUIPMENT SPECIFICATIONS MIN y RISER DIAGRAMS, DETAILS, ETC FOR TOGS REVIEW AND APPROVAL AFD I '� I m D ��,`d�11111 U SUBMISSION TO THE APPROPRIATE AGENCIES AS REOUIRED, PRIOR TO FLATFORM SX 6` p FABRICATION OF ANY WORK CABLECONTRACTORAND TELEPHONE SHALL REMOVE ALL UNUSED WIRING, CONDUIT, COAXIAL '———__-- DINING, _ 33ffii1 $ GABLE AND TELEPHONE WIRING COMPLETELY FROM AREAS IN THE SLOPE OF THIS y� I iiL p 6 ALL ELECTRICAL DEVICES SHALL MATCH EXI5TIN6 — �\ +Y� - _ — I ' / DINING ROOM I I I $ �im $6 U ! \ I OOM ` H'-0°CL6 Nr I I I I PROVIDE PO K FOR T-ALL EXI5TIN6 ELECTRICAL DEVICES TO REMAIN SHALL BE FITTED WITH NEW I I �- G E INSTANTHOT WATER pp FIXTURES,PLATES AND TRIM TO MATCH NEW / I / I - I I I I -0'CLC.HT ! DISPENSER INSTALL PER U V Y m FATED J,[ � � / I ! I I tet,_ � �, -�- I MAw1FAGTwiERS wziTTat b ALL ELECTRICAL AND TELEPHONE WALL OUTLETS ARE TO BE MOUNTED AT IS- SUNROOM � I / • �P � I I I // \_ lu SPECIMCATION9 AFF UNLESS OTHERWISE NOTED 9 ALL SWITCHES/DIMMERS SHALL BE MOUNTED AT 45"AFF UNLESS OTHERWISE NOTED / \ { I \ r*L_ 10 ALL WALL MOUNTED PHONE JACKS SHALL BE MOUNTED AT 54"AFF UNLESS -�__�' 1"r� / T I \+ / N Y OTHERWISE NOTED I `II I I I II CENTERLINE 70 CENTERLINE DIMEN510N5 OF ANY OUTLET PAIR SHALL NOT I DK '\_ !�/I I _ _ + EXCEED 6° ISR I 12 ALL BACK TO BACK OUTLETS AND 5WITCHES IN ADJOINING ROOMS SHALL BE A__A Y -,FL STAG6EREp 5 IMEX ! I I 1¢� I a'-o°GL6Nr / _ _fir y 15 ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXI5TIN6 I / \ Ia.I / i \\+ \+ / (— WALLS SHALL BE FLUSH MOUNTED WITH THE EXI5TIN6 WALL SURFACE I ! , IOVM1ETI I PROVIDE POY✓Bt TO -- _ T —�._— f I PREFABRIGAT®&A5 ��--����''''••���� O D ALL EXI5TIN6 ELECTRICAL BOXES TO BE GAPPED SHALL HAVE THE ELECTRICAL I I !�' I FIREPLACE'RemrlReD / h DEVICE AND ALL OF THE WIRING REMOVED PATCH HOLE AS REQUIRED Q I I I PER MANUFACTURERS \\ p vIRITTEN SPECIFICATIONS p i 15 NO POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS UNLESS OTHERWISE INDICATED ! I H I I !PROVIDE � �TH I + I (� \ I FLOOR \ I COter"TION. JAN - 7 20 ry 16 SHOULD JOD CONDITIONS REQUIRE THE RELOCATION OF PLANNED TELEPHONE OR y/ ELECTRICAL OUTLETS FOR ANY REASON,THE CONTRACTOR SHALL NOTIFY TOG FOR ! / \ \ I I {'} ` APPROVAL OF THE ALTERNATIVE LOCATION PRIOR TO THE START OF ANY WORK , rP � •{- \ \ I /' ! ! \+� / IT THE CONTRACTOR SHALL PROVIDE INITIAL LAMPIN6 OF ALL LI,5HTIN6 FIXTURES AS ! PER THE MANUFACTURERS SPECIFICATIONS +�/ + } C —— ——_IJ T'+_— —— T ! ! «! ! SQuyti�aia Toy raW\ Ib.THE CONTRACTOR SHALL GLEAN,REPAIR AND RELAMP ALL EXI5TIN6 FIXTURES TO I { { I Board rd of I rust 93 REMAIN AS REQUIRED AND/OR AS PER APPROPRIATE CODES, RULES AND FOYER I { I L� ~ y— REGULATIONS ALL N'cW AND EXI5TIN6 FIXTURES SHALL MATCH II —iW /— \`_i• \L6 N7 W 19 THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL REQUIREMENTS FOR ALL HVAC,EQUIPMENT,EXHAUST FANS,WATER HEATERS,SPECIAL I EQUIPMENT,ETC. / 3° IIw 20 ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE TELEPHONE +—' \ ! /?^ I _____________tl, Q V/Lu z y COMMUNICATIONS 5Y5TEM SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING �. � T _ / I DEPT REOUIREMENTS, THE BUILDING MANAGEMENT AND TELEPHONE COMPANYSM I F �1 / Q RECOMMENDATIONS AND REQUIREMENTSQ INCLUDIN6, BUT NOT LIMITED TO, THE INSTALLATION OF REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT I \ I I I\ ROOM TO THE PHONE CLOSET IN THE TENANT'S SPACE L` �i I I (n Q O 21 APPROVAL OF ALL ELECTRICAL WORK MUST BE OBTAINED FROM APPROPRIATE AUTHORITIES HAVING JURISDICTION PRIOR TO CONCEALMENT COVEREDI�'1L I _ yI1/ • JJn� 22 THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LI6HTIN6 FOR THE . 0 GH 13 . 4 I Y\_�I�' —+_-----T I �yO/IS SPACE THROUGHOUT THE COURSE OF THE PROJECT / I 25 THE CONTRACTOR SHALL LABEL ALL NEW AND EXI5TIN6 PANELS AND CIRCUITS CONTAINED THEREIN 24 CONTRACTOR RESPONSIBLE FOR ENGINEERING DRAWINGS FIRST FLOOR PL/4N ELECTRICAL PLAN SCALE.1/4°=r-o° Q ry H m � O roon o•Eo 7N s� ELECTRICAL SYMBOLS �^ SYMBOL DESCRIPTION 5YM80L DESGRIPiION TODp O'CONNELL,AIAiioovpierans Nvi wfallilenway (;5wcepzoy'� Hauppauge,NYSUeB, DUPLEX REGEPTAGLE OUTLET ^���� STRIP LIGHTING 7 QJ6;l1)66D6666, 1'-0°x 4'-O°FLUORESCENT FIXTURE ;=x1fi33)6Sa667 DUPLEX REGEPTAGLE OUTLET -,Dlsis{fsaaazs,r GROUND FAULT INTERRUPT SINGLE POLE SWITCH WEATHERPROOF OUTLET DUPLEX RECEPTACLE OUTLET THREE-WAY 5WITCH f`'`40:' a INDICATES HEIGHT ABOVE FLOOR /o INCANDESCENT DIMMER SWITCH I¢g '1 I1 I b 't" I, ` o0 INTERIOR WALL MOUNTED LIGHT ® 80 GFM EXHAUST FAN 4tVENTED DIRECTLY TO EXTERIOR MF PENDANT FIXTURE A5 SELECTED CARBON MONOXIDE HARD WIRED d INTERGONNEGTED. Fj ):(wWATER PROOF BATHROOM FIXTURE GM — \ p ISOWATi RECESSED HIGH HAT SMOKE DETECTOR �SD HARD WIRED 8 / /// E �:NE 4 ELECTRIC N INTERCONNECTED. \ 1. ALL ELECTRICAL WORK SHALL BE INSTALLED IN CONFORMANCE WITH ALL / — Uj APPLICABLE CODES,RULES AND REGULATIONS 2 THE GENERAL CONTRACTOR 514ALL VERIFY THE AVAILABLE ELECTRIC SERVICE ❑6 GARAGE DOOR OPENER PECK IN THE RESIDENCE AND ADVISE TOG OF HIS FINDINGS PRIOR 70 SUBMISSION OF BIDS 5 THE ELECTRICAL SUBCONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES m \ a&. 50 IC TO FULLY UNDERSTAND ALL CONDITIONS PERTAINING TO HIS WORK,ANY u DIFFICULTIES THAT MAY BE ENCOUNTERED AND MATERIALS REQUIRED FOR e INSTALLATION OF HIS WORK ANY EXISTING WORK THAT DOES NOT MEET THE —-- APPLICABLE CODES, RULES AND REGULATIONS, SHALL BE REPAIRED AND/OR REPLACED COSTS FOR 5=14 WORK SHALL BE INCLUDED IN THE CONTRACTORS BID. 4 THE ELECTRICAL SUBCONTRACTOR SHALL SUBMIT ENGINEERING AND/OR SHOP DRAWIN65 INDICATING ALL FIXTURE LOCATIONS, EQUIPMENT SPECIFICATIONS PROVIDE POND RISER DIAGRAMS, DETAILS, ETC FOR TOG'S REVIEW AND APPROVAL AND PREPABRICATED OAS \ \ 5UBMISS[ON TO THE APPROPRIATE AGENCIES AS REQUIRED, PRIOR TO FIREPLACE AS KBOUIFED FABRICATION OF ANY WORK WRITTEN 9PECIFICA7TONS. /� \ 3 II yl \ TC��IIIEE 5 THETSHALL REMOVE ALL UNUSED WIRING, CONDUIT, COAXIAL 8� GABLE ANDND TELEPHONE WIRING COMPLETELY FROM AREAS IN THE SCOPE OF THIS \ PROJECT yga b ALL ELECTRICAL DEVICES SHALL MATCH EXISTING T ALL EXISTING ELECTRICAL DEVICES TO REMAIN SHALL BE FITTED WITH NEW _ ' FIXTURES,PLATE5 AND TRIM TO MATCH NEW. ' \ 8 ALL ELECTRICAL AND TELEPHONE WALL OUTLETS ARE TO BE MOUNTED AT 15° i \\ \E I \ I AFF UNLESS OTHERWISE NOTED I MASTER ', q ALL NOTED SWITCHES/DIMMERS SHALL BE MOUNTED AT 4b'AFF UNLESS OTHERWISE I EDROO j I AO% THROBEDROOM PROVIDE ELECTRICITY INSIDE �^ IIrAs-TWIT' __ THEMraIG11E THE \ }'T/7 10.ALL WALL MOUNTED PHONE JACKS SHALL BE MOUNTED AT 54"AFF UNLESS E I \ ` \ } , • \ 7V(- CABINETS ITV., 11UJ! E OTHERWISE NOTED I ��•� \ I I � \�/ ' 11ENTER INE TO CENTERLINE PIMEN51ONS OF ANY OUTLET PAIR SHALL NOT EXCI 61 12 ALL BACK TO BACK OUTLETS AND SWITCHES IN ADJOINING ROOMS SHALL BE < \•'� �/i 1 \\ _ laa O� I/ _ STA66ERM I -lY jp 2022S€ 15 ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXISTING WALLS SHALL BE FLUSH MOUNTED WITH THE EXISTING WALL SURFACE -ty-�� \ � — \` 14,ALL EXISTING ELECTRICAL BOXES TO BE GAPPED SHALL HAVE THE ELECTRICAL + fy„_,i�, '-TI �- x-/11'. S uthold Town DEVICE AND ALL OF THE WIRING REMOVED PATCH HOLE AS REQUIRED JY lYlt .`AYE. Bo d of Trustees m 15 NO POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS UNLESS OTHERWISE INDICATED PROVIDE ELECTRICITY INSIDE i 1 —�T" I I MEDICINE CABINETS E :7 I 1 I\ /I I I A SHOULD JOB CONDITIONS REQUIRE THE RELOCATION OF PLANNED TELEPHONE OR THE MEDICINE THE ELECTRICAL OUTLETS FOR ANY REASON,THE CONTRACTOR SHALL NOTIFY TOG FOR t II �{II~1`II I I yl(`jl II p� I L�L J I T APPROVAL OF THE ALTERNATIVE LOCATION PRIOR TO THE START OF ANY WORK I BATH, 1=yI J I \ I 1-1 THE CONTRACTOR SHALL PROVIDE INITIAL LAMPING OF ALL LIGHTING FIXTURES AS E\ J E GL j I I PER THE MANUFACTURERS SPECIFICATIONS I I l�l IS THE CONTRACTOR SHALL GLEAN,REPAIR AND REL.AMP ALL FX15TINS FIXTURES TO II I (I I O u REMAIN AS REQUIRED AND/OR AS PER APPROPRIATE CODES, RULES AND x _ ' RE6ULATIONS ALL NEW AND EXISTING FIXTURES SHALL MATCH — __ __ II ZwT- R THE BENTS FOR CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL �— — -- _ __ I I Q LQ>E REQUIREMENTS FOR ALL HVAC EQUIPMENT,EXHAUST FANS,WATER HEATERS,SPECIAL -�_ EQUIPMENT,ETC, 20 ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE TELEPHONE ❑ .�-,❑ -^�z COMMUNICATIONS SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING II — ..e.. T — ___ I Q `{, DEPT REQUIREMENTS, THE BUILDING MANAGEMENT AND TELEPHONE COMPANYS - —' - _ i I I I Q AE-E RECOMMENDATIONS AND REQUIREMENTS INCLUDING, BUT NOT LIMITED UI THE 1 II 111 — 'I II Iii I i I ( 0 O INSTALLATION OF REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT _ ROOM TO THE PHONE CLOSET IN THE TENANTS SPACE I ( I I I I I I I O 1 M 21 APPROVAL ALL ELECTRICAL WORK MUST BE OBTAINED FROM APPROPRIATE AUTHORITIES HAVIVi NG JURISDICTION PRIOR 70 CONGEALMENT 4- 22 THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING FOR THE SPACE THROUGHOUT THE COURSE OF THE PROJECT 25 THE CONTRACTOR SHALL LABEL ALL NEW AND EXI5TIN6 PANELS AND CIRCUITS CONTAINED THEREIN. ICvl` SECOND FLOOR PLAN ELECTRICAL PLAN 24 CONTRACTOR RESPONSIBLE FOR ENGINEERING DRAWINGS 'SCALE,I/4'=I'-O° I �) o � z $ o � D ,HT.+901T' TO147 ax—NNp TODD p'CONNELL,AIA - - - 130DVet�fdM1i Me,Ra,1alH�hwey _ _"a Na`,iPPaxee.13Y31T89} )65 66666- __C1616j 656-0325'. atl^5°' 2t DECORATIVE CMOLA AS BE TBY OWNER,TO INS BE INSTALLED PER - MAMJFA0TURER5 NRITTEN WINDOW HEAD HEIGHT SPMECIFICAIFICATIONB ASPH SELFX I LT SHINGLES TO BE Z SELECTED J OVER 9W EULLDING FELT 4.5 ALUMINUM GUTTER YU 1 O IU 594 ALUMINUM LEADER TO BE 5ELEOTED BY OWNER ON I"X8`FASCIA BOARD xU VENTED SOFFIT •' EX FINISHED SD LQOR F ELEVATION�20.22' AZE COLOR AS SELECTED BY m WINDOW HEAD HEIGHT OWE 96—-—- ---'-------`__--'_---- -- ------- ---—-----—'---—-—-—_------`-'-'_---- AZEiC CgRt1=R TRIM, $� COLORO�AS SELECTED BY -- .R 6;,d# Ui O r v_ EX FINISHED FIRST FLOOR FIEVATION,1159' HT,411' REMOVE ALL EXISTING lS0Fs32t SIDING PATCH WALLS AS REdJIRED . ffiB m MUM 2�Ht;��Y� U ELEVATION�999' - 7 ddii SIDE ELEVATION ��"88 p o SCALE,1/4•.I'-O" Y ELEVEE ATIOW9759' O to12 12 8� Qe z Z ELEVATION.9198' Hh.2456' OBC,ORA ego xz BE INSTALLED PER MANLPACTURERS WRITTEN 9PEGIFICATION6. - O 12 �F ASPHALT SHINGLES TO BE 8� Q8 ° `(, R'_te Er j3. °R's°i; {� 3.. 4 NN E.,S,. ,titE` t...x �"6 l." i�,.7�°. ll-�� 'D SELECTEDPSR k :73'Stij..°Y.�,y'` OVER Sl>BUILDING FELT T+k jFiis k'•• re_^..•«i r+'1 "(� S # .,„ ti17S OPEN GUARDS SHALL HAVE ;�T'� n PATTERNS SO-"THAORWTMENTAL E s#i x `arta" k`rLye:64 iizecsit� a'T"S; ..,3,t.S I 4-INCH-DIAMETER SPHERE CANNOT 'p`� //�({� PASS THROUGH ANY OPENING UP TO ° J A 1 tl — � 2022 � .A X EINISNED�EFLS� A FEEI6HT OP 54 INCHES, Z V HT 125 tut- WINDOW I _ — HEAD LU T SST— AZ.ElC CORNER TRIM - i+, _ coLORAsSELECTmBY - :�w�x �""»nFr#t �:r "» ' 'i sF:i; ,•r.� '' P3`*ta^" �>• �'''.�,. "1Q1C�TQVUtI I-Z, � Saul _ ovu✓ffa. ;ra.. •�r$:r 3 ra r a'� ^r:'' ?•1:"",' :�1...;z'1 i.,k.a:3� rt -.s^>: • s»&3 3• r aT Board Of Trustees IdSC@@5 Q s �i..4: T<- 3' i s z!iza i a t c tcs'? i l tat n a' 1. kt ' isaE:Ta sgx' try.. 1^>,.},r Z t yl :z>z_ i' c; s"s:i< . LU_Q z . m EX FINISHED FIRST FLOOR W LL O ELEVATION�11 PI —`..-- —_. — _ __ ____—__ tatorst'ti �iax) w __—_ _.___ _____ - ____ __.Y." __ . �KN REMOVE ALL EXISTING __—.__.—_._._—___.—___._ SRE INS.PATCH WALLS AS Mf(�x O W HT+11' Hr REAR ELEVATION v ry SCALE,I/4".P-O" TODD O'CONNELL •xcwllFCT Fc TODD O°[ONNELL,AIA - _ _ _ _ _ ]2D]1�RDeraMMemmW(figllway 65 _ _ _ .,,Hiuppaugx;NY 31]891 .-. «.• _ i" j516)�$$-Q76�5_ ELEVATIOFLBI HT,.2456' DECORATIVE CUPOLA AS _ - SELECTED BY OYWER,TO BE INSTALLED PER 4( l MAN UFAC,URERS WRITTEN o G A9PHAL.T SHINOLEB TO BE �)Wiill SELECTED OPEN GUARD"SHALL HAVE OVER SOa E11LD1N6 FELT BALUSTERS OR PATTERNS S 1THAT AKim`{Y' - M6 ALUMI191Fi BUTTER W _ - 9za ALUMINUM LEADER TO 4-INON-DIANETER SPHERE CAFWOT BE SELECTED BY OY@� PASS THROUIN ANY OPENNG LIP TO A HEIGHT OF 54 INCHES W IV ON I�FASCIA SOFFITBOARD FIN�iED:ZF•�Fl OOR m k 129 WINDOW HEAD IEEIGHT COLOR AS AS SH CSE SOFFIT, OLOFGTED BY .$T' Yk.:.:Y i CORNER TRIM, ❑A ��y;;�p;c��,p}a�gx Ri 6x6 Ata NOOD POST WITH DEOORATNE PERIAOAST PaZAP AS SELECTED 13Y WA' IN SH®FjRST F1.00R OYU,@R �" HT,#II' I REHOVE ALL EJUSTING wf q SIDING PATCHYlALL5AGREM .Jgp � ill SIDIN P 5 C i. ~� � p ELEVAnoN,,ar �$ Hr.w' I I I I I ?fg �1. MEJ F I I I I ---------J �� SIDE ELEVATION SCALE.1/4°=V-O' w lit Wil al J U J Y m �a�1 12 I Oy ilp 6mJ AZEK BOARD AND BATTEN GABLE TRIM,COLOR A9 I U SELECTED � F �N�AgaG� _ _---. _ -_- ------ -_____- _ _ _ _ __-_w_.�_- _ _ __-_�-_ �.__-_ ___-_ V 1 HTA+2456' pN COLOR ASSELMO BOARD, \ - SEL�EGT=s O" O WV U U W Z 1 i - BE INSTALL®PER W 1 MANUFACTURERS YdRITTEN O ry F SPEGIFICATION5i nl m Q 7Y77TY Sar—–—– �'� '�°�a; .w �. , ayy'my.•- IN �.r."'''` •'WW'sASPHALT SHINGLES TO BE "]k; ,,,_,., T12 SEKTED SIOIN6 FINISH,STYLE AND ,g - COLOR AG SFIEGTED BY >�` 2 ` F; „y^�WIS Qa OVER sOa WILDING FELT ry - orua[� �. .a: – �'.W. 4x3 ALUMINUM CURER W/ Sx4 ALUMINlM LEADER TO ° m BE SELECTED BY OV'J✓8R CONCEALED ALUMINUM --� Y_' ON I°X8°FASCIA BOARD FLASHING - - - W/VENTED SOFFIT 11 FR.129' ENDOW HEAD HEIGHT > _ _ _ _._ ____-_-_______ _ __ _--_ __ _-___ ___AS SELECTED BY - 13 AZEK WINDOW AND DOOR I«.'�b'.,, M•yu+'j fid:#: s n; "y n;i'$s'i.`0 '� -•. -- COLOR AS ELEGY BY TRIM As SELECTEDr zF47ry� %. ° ; , `�" ®©®®®®1�0®®®® °w'ac'a as ` . ®®®®®®1®0®®M® LIGNTI IA FIXTURE STYLE, U IW"+w`W ,a B6Y�Ci t +.; 1 MAn3RIAL,AND COLOR ASOWNER. D V.n z SELECTED BY OWNER. 6x6 ACO WOOD POST WITH DECORAAS EE[TED BY 1 GARAGE DOOR SME YdtAP AS SF1.EO'fED BY 1 AND OOLOR AS SELECTED �q\ 7 /J� ry/ -� ELEVATI NDIs9�'r FLoQR -- -'- BY Okeza;L CONCRETE STEPS KTH -- --'-�-- ----------' ----'--'- -- -"-- -- -p -' { - q - -- --- ---REMOVE ALL FXIsnN6 J f9 N _ • 2022 <O HT#II' STONE FINISH AS -�s SEr-CTED I GIBING PATCH POLLS AS i I 1 REWIRED Sou ,I-Ot"� _ DVI >,.>IJ k_v. W � {� p I-- --------�� !_ L:021-d Of EC:k-t0eS L �—J a II II o ------------------ -__---_-_------ - 'r-j_., BOALEI 1/4'.1'-0° 0 Glenn Goldsmith, President Qf so(/ry Town Hall Annex A.Nicholas Krupski,Vice President �OV� ��� 54375 Route 25 P.O.Box 1179 John M. Bredeme er III 3' � � Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTH1 LD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO;CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72-HOURS PRIOWTO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION'SCHEDULE Pre-construction;',hay-bale line/silf boom/silt"curtain ;~ 1 St day'of const�.ucl'ion, .constructed K When-prolect complete, call for compliance inspection; MR BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9994 DATE: SEPTEMBER 15,2021 ISSUED TO: CATHERINE CAHILL PROPERTY ADDRESS: 495 BAYVIEW AVENUE,SOUTHOLD °16i4 01 SCTM# 1000-52-5-23 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in of accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 15, 2021, and in consideration of application fee in the sum of$250.00 paid by Catherine Cahill and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the N following: 3 Wetland Permit for the existing 1,824.8sq.ft. two-story dwelling with existing 289.96sq.ft. seaward side deck and a 54.Osq.ft.second-floor deck,and to construct additions to the dwelling consisting of a 416.5sq.ft.addition on the northerly corner; construct a 108.6sq.ft. addition on the easterly corner; construct a 140.4sq.ft. addition on southerly corner; construct a 194.0sq.ft. t porch along the landward side of the existing dwelling; partially replace±960sq.ft.of asphalt driveway with gravel; installation of gutters to leaders to drywells; establish and perpetually maintain a 10' wide non-turf buffer landward of the bulkhead; and install an LVOWTS septic system; and as depicted on the site plan prepared by TF Engineering,PLLC,last dated on September 16,2021, and stamped approved on September 20,2021. t IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 20th day of September,2021. F CD cei oc u re TERMS AND CONDITIONS The Permittee, Catherine Cahill,residing at 495 Bawiew Avenue, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall'cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest,in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President '�'0f SD(/�yO Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino G • Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 �y�OUNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 20, 2021 Robert W. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: CATHERINE CAHILL 495 BAYVIEW AVENUE, SOUTHOLD SCTM# 1000-52-5-23 Dear Mr. Anderson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 15, 2021 regarding the above matter: WHEREAS, Suffolk Environmental on behalf of CATHERINE CAHILL applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 21, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 15, 2021, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of CATHERINE CAHILL for the existing 1,824.8sq.ft. two-story dwelling with existing 289.96sq.ft. seaward side deck and a 54.0sq.ft. second-floor deck, and to construct additions to the dwelling consisting of a 416.5sq.ft. addition on the northerly corner; construct a 108.6sq.ft. addition on the easterly corner; construct a 140.4sq.ft. addition on southerly corner; construct a 194.0sq.ft. porch along the landward side of the existing dwelling; partially replace ±960sq.ft. of asphalt driveway with gravel; installation of gutters to leaders to drywells; establish and perpetually maintain a 10' wide non-turf buffer landward of the bulkhead; and install an IA/OWTS septic system; and as depicted on the site plan prepared by TF Engineering, PLLC, last dated on September 16, 2021, and stamped approved on September 20, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 4",_ ea" 3 Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith President Alr,o�' Board of Trustees A Nicholas Krupski, Vice-Presidenty h 54375 Route 25 John M Bredemeyer, III o n P.O. Box 1179 Michael J. Domino � y,�jo ooe � Southold, NY 11971 Greg Williams : wnr Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: CATHERINE CAHILL c/o SUFFOLK ENVIRONMENTAL Please be advised that your application dated July 21, 2021 has been reviewed by this Board at the regular meeting of September 15, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) — 1St Day of Construction ($50.00) X Final Inspection Fee ($50.00) - PAID Dock Fees ($3.00 per sq. ft.) XX The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. TOTAL FEES DUE: $ -0- BY: Glenn Goldsmith, President Board of Trustees r • lilt $law' Glow 9 / 8 / 2021 8 : 35 xr �� Suffolk Environmental Consulting, Inc. Newman Village ® Suite E © 2310 Main Street PO Box 2003 © Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIEVERED E C E B W fid September 91h, 2021 f5 Board of Trustees `r SEP 9 2021 Town of Southold P.O. Box 1179 Southold Town Board of Trustees Southold, NY 11971 RE: CAHILL Property—Revised Survey Situate: 3165 Bayshore Road • Southold, NY 11971 SCTM#: 1000—053—06—07 Dear Members of the Board, As per your recommendation during the September 8111, 2021 Field Inspection, please find four (4) prints of the site plans, prepared by T.F. ENGINEERING, PLLC last dated September 81h, 2021, depicting the 10.0' wide non-turf buffer area thereon. Thank you for your time and cooperation regarding this project. Should you have any questions or concerns, please feel free to reach out to this Office at any time. Best, 51�— Robert W. Anderson (enc.) Suffolk Environmental Consulting, Inc. Newman Village e Suite E a 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 ® f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED iE) ECEP W ' September 171h, 2021 i �r--- -- ----� Board of Trustees SEP 17 2021 ' Town of Southold P.O. Box 1179Southold Town Board of Trustees Southold, NY 11971 RE: CAHILL Property—Revised Site Plans &Final Inspection Fee Situate: 495 Bayview Avenue • Southold, NY 11971 SCTM#: 1000—052—05—23 Dear Members of the Board, As per your Instructions during the September 15th, 2021 Public Hearing, attached herewith, please find four (4) revised site plans prepared by T.F. ENGINEERING last dated September 16th, 2021 depicting the following; 1. Survey revised to note that run-off be directed to drywells by way of underground conveyance system (Downspouts, leaders, gutters). 2. Survey revised to depict the entirety of the driveway to be constructed entirely of gravel. In addition to the above, please also find a check made payable to the Town of Southold in the amount of fifty dollars ($50.00) in satisfaction of the Final inspection fee attached herewith. Thank you for your time and cooperation regarding this project. Should you have any questions or concerns, please feel free to contact this Office at any time. Yours Trul , Robert W. Anderson (enc.) C.c. C. Cahill c� o DRAINFIELD PUMP DOSING EL 5.8500 BAYVIEW AVENUE 24" LOCKING POLYETHELENE 76"0 24" LOCKING POLYETHYLENE ITEM DESCRIPTION _ EXIST WATER METER f s . "::`: o '::::`:.- IMPROVED o AND SUPPLY TO REMAIN '�'.�o GO COVER TO GRADE COVER TO GRADE TANK, AN400 245 NITROGEN REDUCTION LOWPRO � NORMAL OPERATION �. �, �, if (PRIVATE WELL) "' ON - 34 INCHES ' �' ""�' ..•.• A TANK, LP AN400 245 PRETREAT w OFF - 24 INCHES . ..............:.:....... , PROP UG ELEC •� e; q .::::::. E 495 B COUPLING, 4" SCH 35 PVC SXS 5 DOSE VOLUME - 18.8 GALLONS _ EXIST ASPHALT DRIVEWAY TO BE ,' �° ���'� "'' *' ' ' '' '' ''' 51 1/4"0 C FG CONNECTING PANEL 24X19 Q CYCLES 440 GPD / (18.8 GAL) F� �� :::.....�:..::::....:.,:: :::::::: yf '� ''.;„ 24.875 0 m 24 CYCLES PER DAY REMOVED AND REPLACED WITH GRAVEL ::,;•y� G'- '::. C1 ADHESIVE CARTRIDGE a •' , C2 SCREW, 1 *10 SELF TAP PPH ZINC BAYVIEW EXIST UTILITY POLE AND �' OAF �q0 G':.:.:.:.:.:.. D FASTENER, 3/8-16 X 3 3/4" AT HHCS LOADING RATE 3.0 GAL/SF 0 - 5 MINAN) CATEGORY 1 OH ELEC TO BE REMOVED o� , LOT 18 �G �' :,G;;; t;:. c� :. 0F` o �O ::: D1 NUT, 3/8"-16 SS �, r� 1� 2ry ENUE DRAINFIELD CALCULATION: F X -� Q��ti� ALF •:::: VU U LS :..,:Fo: D2 WASHER, 3/8-16 SS r� J 440 GPD / 3 GAL/SF = 147 SF f' �` 147 SF / 2.83 SF / FT = 52 LF (REQUIRED) F� J � ,� �o '�:'•:::•::•••••••:�::•:�:�:�:�:�:�:�:•;': .:•::.: E D3 WASHER, SS 3/8" LOCKWASHER _ 2 TRENCHES Q 26 LF = 52 LF (PROVIDED) EXIST IRRIGATION WELL �, / ; ,� on;:::::.::.::;.. E ASSEMBLY, RECIRCULATION 245 COMPLETE SEP 1 7 : 321 Q TO BE ABANDONED :.�.:::::::::::: F LPA400 ATU W/ PLATFORM COMPLETE DOSING APPLICATION DEPTH EXIST WALKWAY TO BE REMOVED , LOT 7 °o / � � �••:� ; . •::.. G OPS EC50-30-L-80-PLC �-----� _ :::::::::::::::::::::::::::: S;o„tho11d .wn• <\ A............................ „ u 18.8 GAL / (52 FT X 2.83 FT) -- 0.13 GAL/SF TEST / ` ��, 82 H PIPE, 4 PVC SDR35 E�.n�r of T� ;tees PROP 2-STORY �,, w HOLE 4 PVC SDR35 w DOSING DEPTH IS LESS THAN 0.25 GAL/SF / '` " GARAGE W/ SLAB ,� ' ::;`X;:;:;::; ; 57 1/4"0 135 3/4" PIPE, HAMLET OF Q ON GRADE ,� .: / y��\• �, .,',`'`''''y.Y,r::: :::':::. TEE, STRAIGHT 4 SD �aPPROWC� m FFE 9.3' 4�w EXIST FLAGPOLE 6 - %'o P K PIPE, 4" PVC SDR35 BOARD OF 1 RUST " -s SOUTHOLD Ln �, x TO REMAIN �y000 �� ��` HYDRO-ACTION TREATMENT UNIT POLYETHYLENE OWTS L PVC DISCHARGE TEE W/ SOLIDS DEFLECTO 01�/N OF PROP RAINWATER LEADERS ° 7.8 2 AND DOWNSPOUT, TYP �' EXIST PERGOLA ��' ;� PLAN (PITS) PLACED DIRECTLY UNDER ACCESS COV R SOUTH LD Y TO REMAIN /h� EL 7.8 SCH 40 PVC PIPE M PROVIDE POLYLOK 3008 - WEST 24" FLAT DAT: T EXIST CONCRETE o OWN OF i PAD TO BE REMOVED F�� �fi3 ::. r / p �' �� TO REMOTE AIR PUMP M COVERS AND SAFETY GRATING �P1s11P�2 Zow 2021 N �\� / o• N JUNCTION BOX FOCUS DBS-97-JBL N O HIGHWATER ALARM FLOAT SOUTHOLD C) �� ��o •� / �� F�, CORE DRILL TANK AND M �� EXIST FENCE P ' � .�„• �, / '� \ _ V, TO REMAIN, TYP °� '' �' '�� INSTALL WATERTIGHT I D D3 E 0 P RECIRCULATION TIMER ENABLED FLOAT Il ' �l��lf/ 02 OWTS v �,� w-^o SEALED FLEXIBLE JOINT -"---- - -_.. k a:: 1,��,' SEPTIC o, z ;'� 00, O ! APPROVED BY THE _w 1 ..:,.;::::•:.::x'::... ENVELOPE. r / • ;hti C> PROP 10' NON-TURF 0pc� I\ DW �O : �` : " :;: 1' 16?' -v .' ' 7 00 5 MANUFACTURER, TYP Prepared By: n- BUFFER AREA .�F, ::: ;::::::::Y:::::.::':•::•.:a' ;:. fir:, TO t�l� $Y.;.:;: ;: t: : ...: •:: -�s,: :.,,� gP� =='y < ,�� INLET _ :�:i DRAINFIELD G cn 1102.5 SF % CIS :c ..••••� q : .y y i \ . CONTROL PANEL AND AIR PUMP ' '- o o4a�h % q��l c� ;. 6 '' � ,� •` DRAINFIELD SEPTIC ENVELOPE FLOW - c� �, �. t :: :::;;:':::.:.:::::.::.::� �/ s.•::Y`::'.. 6• . IN POLYETHYLENE ENCLOSURE w \ h ,: :> : ...::: LINE J C> F; ,, :Y ':.:::.;; : : F OF�gI IO�F ' :::f.,� �j� FCO Z�� /� �j, j, �y B H _ 18 HDPE PIPE /� Ste: ,fig. gam, ,.•:, !j 'P4 S l� s r:.. I _ •�. J co LACED ERTICAL z AND EDGE CHAMFERED EL 5.1' ,;,�,;�:•: �• •:`5�,,�f'Qj�q�� �' yC�;R :;e� � sem. .' 350 BAYVIEW AVENUE _ lsj.�� F,. :>'.`:: 325 BAYVIEW AVENUE P `� TO RECEIVE THE + y / -� �, :: ¢Fp�q 9 : ;;a::<•:: :<..,. �� PB. ' IMPROVED C-C2 cn q,s' ::. :.::.. : c y ;:.:.;"R."; �e1.� a! � ,,�o Q VACANT - CONTROL PANEL TF Engineering, PLLC v C' F p.::i r`fi:' a::ti :::•::• :. . (PRIVATE WELL) - K i� $� g� Lu B �' ^-�f �" o-. :::. .. :x::... .::; �� 01 �. �+ CoL SEE NOTE 10 G y �,• d� LOT >4 WELL 150 FROM �� P.O. BOX 596 'fy'�gJ, _ EXIST SEPTIC / ::8:'x:'''`:>:c;''' ;''r " '��' Q SUBJECT PROPERTY SAG HARBOR NY ii 6 ri F9p F,p SYSTEM TO BENOW 9 3 l ABANDONED PER ^ ELEVATION 7.8 ,.,... : . ... . . AN RDS .._.,. ., • . ....... ... . .. ....: . . . . ..,::.:.,. STING w SCDH ST DA _ C EXISTING 4 //++ ul 1 1 1. �'"����� /� AIR HOS AND X ,. / / � � E N •" "•`� GROUND I COMM AND a�t � / / � � 0 PROP UG AIR,w Q •r, CV 1 O ti ELECTRICALY WT SUPPLY �b o ELEC LINES TO OWTS � sa •sr �; ° o SANDY :.. ....:.. o19, LOAM W °; 50" 7O" 3" THICK BED OF COMPACTED TO TREATMENT UNIT 0 NE w yco /...•-• Q o�' CONTROL PANEL / SEE NOTE 8 WP i� _ ,•, �• ;, DW •.� ��• X 3 6 GRAVEL SOFND.14"AX INUAN�DIRECTION p �9. FLAG #1 x ;• x n EXIST DECK �STo V EXIST WOOD RAMP �� - o AND RAMP AND DECK TO REMAIN Q C-1 C-1 C-1 C-1 ML SILT LOAM 0.6 HYD RO-ACTION TREATMENT UNIT CONTROL PANEL M TO REMAIN /Q PROFILE (NTS) NTS ......... • PROP U/G ELEC GW 1.5' 0927= 3 TO CONTROL PANEL �,�, s� oP� w HiQ �•� EL 2.7' , 00 �ssioN FLAG #3 \.. FLAG ��p• 20 10 0 20 40 TREATMENT TANK 2 09/16/2021 3:37:00 PM C) �.q E>�'` scale 1" = 20' feet Co W/MIXEGRAVED NTS C-1 C-1 / o SITE INFORMATION �� �o SCTM 1000-52-5-23 0 ;99 �` �F a' F WETLANDS AS FLAGGED BY LOTS 15-18 MAP OF MAP SHOWING SUBDIVISION OF PROPERTY KNOWN AS SUMMER ►� APPARENT HIGH WATER �. SHAWN M. BARRON, M.S. ON HAVEN, FILED JULY 5, 1933 AS MAP NO 1133. AS OF 12/23/2020 JANUARY 25, 2021. AREA - 23,350 SQ FT (.54 ACRES) SITE PLAN 1 TEST HOLE INFORMATION HYDROACTION TREATMENT UNIT EXIST DWELLING WITH 3 BEDROOMS 330 GPD (REMODELED) 7 - C-1 TEST HOLE PROVIDED BY BARRON PUMP BASIN OWTS ENVIRONMENTAL DATED APRIL 6, 2021. CB 1 ----- ------ ---0 DOSING PUMP PROP SEPTIC SYSTEM FOR 4 BEDROOMS SCALE: PER PLAN C-1 C-1 2 RIM EL 8.3' FG EL 8.0 4 8 9 HIGHEST EXPECTED GROUNDWATER 1.5' MAIN DWELLING (1) HYDROACTION AN400 LOW PROFILE (OWTS) 440 GPD RECIRCULATION PUMP (1) ORENCO PF200511 PUMP BASIN (PB) JOB NUMBER: 21-114 IE IN 4.34' IE IN 4.19 ___]---o CLEANOUT C-1 C-1 � C-1 C-2 FROM TEST HOLE. ELEC PANEL QUICK CB 2 1 -------- IE OUT 4.25 IE OUT 4.03 C-1 C-1 C-1 C-1 DISCONNECT 15 BOT EL 0.3' BOT EL 0.0' SWITCH CB 3 (52 LF) DISTRIBUTION TRENCH (DT) DISTRIBUTION TRENCH MIDWEST --------- -- ---0 MIXER PUMP (26 LF) EXPANSION TRENCH (ET) FFE 11.5' EXIST GRADE P065P OF BAYVIEW AVENUE, 1,060 LF SOUTHEAST OF COLONY ROAD .2 7. --•--- -- ......._ COUNTY OF SUFFOLK B ELI5 8'7 AIR HOSE 10 -----------------;-----------------;--------------- --------------- ----;---- - ----- ------------- 1 1/4 LATERAL PUM TO DIFFUSER FG VAR 7 CB 4 -- ------T----•------ - i VERTICAL DATUM - 1988 V ----- -- - -------------i-------- CB 5 BOUNDARY AND TOPOGRAPHY BY METES AND BOUNDS SURVEYING, DATED DECEMBER ----------' -- -- -- - --•--....._..-_ 20 5 --'----------------- '-------- -------�- --------- --- --�----- -- ----'--- -- - - . . PIPE 11 � i i ��---- --- --�RECIRC TIMER ENABLED 23, 20 - 1 TRANSPORT L'S IE 4.76 - z -- -----� L---- ------- O T CONTROL SEE NOTES 7, 9 & 11Z OWTS PB IE 5.8' `� HEGE 1.5' w CBA PANEL 2�--- ---- ----' ALL PROPERTIES WITHIN 150 LINEAL FEET OF THE PROPOSED PROJECT ARE 0 10 20 30 40 50 60 7 IMPROVED AND SERVED BY PUBLIC WATER, EXCEPT FOR 325 BAYVIEW AVENUE ' - Q HIGHWATER ALARM O 0 80 OWS ------- ----- - - (WHICH IS VACANT), 350 BAYVIEW AVENUE AND 500 BAYVIEW AVENUE. 20.OLF (4.5LF CI PIPE + 5.7LF 4" PVC D3034 5 CIRCUIT BREAKER SPECIFICATIONS ©----- -------- -- 3 9/16/21 REV. PER TOWN TRUSTEES 15.5LF 4" PVC D3034 SDR 35 0 S=0.0104 MIN 11.5LF 1-1/4 SCH 40 HEADER GENERAL NOTES PVC PIPE 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING A 2 9/08/21 REV. PER TOWN TRUSTEES SDR 35) S=0.0208 MIN SEE NOTE 12 C-1 C-1 1-1/4" TEE W CBA - 30 AMP ______ FIELD WIRING METHOD APPROVED BY THE MANUFACTURER. CB 1 - 20 AMP 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM 1 8/16/21 REVISED COVERAGE CALCS CB 2 - 20 AMP - MANUFACTURER WIRING STARTUP. NO. DATE DESCRIPTION SEPTIC PROFILE 4 ,-,/4 HEADER CB 3 - 20 AMP GROUND �� -•••---------•- PNEUMATIC HOSE (FIELD INSTALL) 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY �� ' 1-1/4" BEND CB 4 - 10 AMP DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. FINISHED GRADE END PLUG SCALE 1 = 10 - C-1 CB 5 - 10 AMP 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE DRAWN BY: EDZ HEADER 5 PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH. THE MAINTENANCE DESIGNED BY: EDZ CONTRACT WILL BE FOR A MINIMUM OF A 3-YEAR PERIOD. INFILTRATOR 04 PLUS NTS C-1 C-1 ASTM C33 SAND GRADATION WIRING D IAG RAMMATI C 6 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK CHECKED BY: DWR, BEG, KMS HDPE VALVE BOX STANDARD LOW PROFILE TOP SOIL NTS C-1 C-1 COUNTY DEPARTMENT OF HEALTH. RISER AND COVER NATIVE BACKFILL PERCENT PASSING 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. DATE: JUNE 24, 2021 _ 0.375 100 7. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 4 95 - 100 8. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE CONTROL PANEL TO THE JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 PVC PIPE. CI SEWER PIPE PVC PIPE D3034 :�...�w .= ° a. `''a ' ' ri�f - /� �c8 80 - 100 ' '_:` - - '`µ N ALL PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT. TYP SDR 35 � , .�• �, °,v •." -r ` /� X16 50 - 85 SCTM# 1000-52-5-23 X30 25 - 60 9. ESTIMATED INVERT ELEVATION. CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATION j 34 '.,,;.;,.,, END CAP X50 5.0 - 30.0 OF THE INVERT OUT OF THE HOUSE PRIOR TO THE INSTALLATION OF THE SEPTIC SYSTEM. CI 22.50 BEND i DISPERSION X100 < 10 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES. TO OWTS % LATERAL TYP X200 < 5 10. CONTROL PANEL TO BE PLACED ON AN 18-INCH HDPE PIPE PEDESTAL PLACED VERTICAL AND TRENCH :' ' 2 �! PROJECT NOTES SET 2-INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. / r i r %%i/��� ��i� BUILDABLE AREA: 21 FROM �./i� / / /i� ,� .'�� ,125 SF (23,349.9 LOT AREA - 2,224.8 SF WETLANDS) 11. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE I/A OWTS. THE I/A OWTS DWELLING SECTION SANDY LOAM W/ LOT COVERAGE: PERMITTED: 4,225 SF (21,125 X 20%) SHALL VENT THROUGH THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED. GRAVEL REPLACE AND EXISTING: 2,201 SF 12. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO ALLOW THE PIPE TO DRAIN IN WITH ASTM C33 SAND NATIVE BACKFILL PLACE ON THE BETWEEN PUMP CYCLES. CI WYE CI TO PVC HOUSE 1-1/4 PVC SCH 40 GROUND WITH LOT COVERAGE: 13. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH LATERAL. CONTRACTOR SHALL DO A ADAPTOR AFTER DISTRIBUTION TRENCH 8 PERFORATED LATERAL PIPE SNAP ON 1. 1ST FLOOR = 2,880.15 SF SQUIRT TEST TO DOCUMENT THIS REQUIREMENT IS MET. Y HORIZ BEND NTS C-1 C-1 W/ 1/8"ORIFICE AT 2' O.C. = Z STANDS, TYP QUICK4 PLUS STANDARD 2. PROPOSED PORTICO = 193 SF 14. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 O'CLOCK POSITION TO ALLOW THE SEPTIC CLEANOUT 7 AT 12 0 CLOCK POSITION �° LOW PROFILE CHAMBER 3. GAZEBO : 80 SF LATERAL TO DRAIN IN BETWEEN CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT 4. REAR CONCRETE PLATFORM : 106 SF THE LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING. N NTS C-1 C-1 1-1/4 PVC SCH 40 - PVC VALVE BOX 5. WOOD DECK = 294 SF SITESOLID LATERAL PIPE _ =- = TOTAL COVERAGE = 3,553.15 SF / 16.79% P OWTS u �, LEGEND FFE - FINISHED FLOOR ELEVATION NSF - NATIONAL SCIENCE FOUNDATION DISCHARGE - -- -_ -_ - -_-__-�' IMPERVIOUS COVERAGE: FG - FINISHED GRADE NTS - NOT TO SCALE SWEEP 90 WITH 1. FIRST FLOOR = 2880.15 SF ASTM - AMERICAN SOCIETY FOR TESTING FOB - FACE OF BUILDING NYS - NEW YORK STATE +, - THREADED END CAP 2. PROPOSED PORTICO = 193 SF AND MATERIALS GLV - GALVANIZED OWTS - ONSITE WASTEWATER TREATMENT �+: : :.'. :.::°O..` _ SEE NOTE 13 3. FRONT WALKWAY - 146 SF BOT -BOTTOM GAL - GALLONS SYSTEM 4. GAZEBO = 80 SF CB - CIRCUIT BREAKER GPD - GALLONS PER DAY PB - PUMP BASIN END CAPS, TYP 5. REAR CONCRETE PLATFORM = 106 SF CI - CAST IRON GW - GROUNDWATER PT - PERCOLATION TEST '' 6. WOOD DECK = 294 SF a- '� `� 5/32 LATERAL DRAIN ORIFICE COMM - COMMUNICATIONS HDPE - HIGH DENSITY POLYETHYLENE SCDH - SUFFOLK COUNTY DEPARTMENT OF 26 MIN TOTAL COVERAGE = 3,699.15 SF / 17.51% C) DT - DISTRIBUTION TRENCH HEGE - HIGHEST EXPECTED GROUNDWATER HEALTH REMOVE UNSUITABLE SOILS AT 6 0 CLOCK SEE NOTE 14. N DW - DRY WELL ELEVATION SCTM - SUFFOLK COUNTY TAX MAP TO SPAND REPLACE WITH NON-TURF BUFFER AREA = 1,102.5 SF rte, EG - EXISTING GROUND IE - INVERT ELEVATION SCH - SCHEDULE ASTM C33 SAND EL - ELEVATION LF - LINEAL FEET SDR - STANDARD DIMENSION RATIO DISTRIBUTION TRENCH 9 o ELEC - ELECTRICAL LP - LEACHING POOLS SF - SQUARE FEET EQ - EQUAL MAX - MAXIMUM ST - SEPTIC TANK NTS C-1 I C-1 K_x X - DETAIL NUMBER cmwl ET - EXPANSION TRENCH MIN - MINIMUM TYP - TYPICAL Y - CALLOUT PAGE EXIST - EXISTING NAVD - NORTH AMERICAN VERTICAL DATUM UG - UNDERGROUND Y Z Z - DETAIL LOCATION SCDH APPROVAL 0 0 U Project Number: 21-114 Pump Basin w ro ect Name: 495 Bayview 495 j PiP Project y Pump Selection for a Pressurized System-Single Family Residence Protect Q SCTM# 1000 52-5-23 Diameter 2.00 ft 495 Bayview Co Water Density 62.41b./cf BAYVIE 1� �MHydroAction AN400 Low-Pro Calculations Weight of Pump Basin 01b. Parameters Depth of Pump Basin (Top Elev-Bot Elev- Deadman Penetration) 7.75[ft Discharge Assembly Size 1.25 inches 350Transport Length AVENUE Units S mbol Equation TansportPipeClass ao5 �� Transport Line Size 1.25 Inches -J Unit Parameters Tank and Groundwater Elevations Distributing Valve Model None J Max Elevation LIR 5 feet Q Height ht 72 in H Manifold Pipe class 40 300 Manifold Length 3.25 feet U Pretreatment Tank Bottom Diameter 50 in DpB Top of Pump Basin Elevation 8.W ft Manifold Pipe Size 1.25 Inches Pretreatment Tank Top Diameter 51.25 in DPT Bottom of Pum Basin Elevation 0.00 t Number of Laterals per Cell 2 Q Lateral Length 26 feet Treatment Tank Bottom Diameter 72 in DTa (DPT 4 DpR)2* 7L Lateral* H Groundwater Elevation 1.50 t LatealPipeClass 40 Inches LU Treatment Tank Top Diameter 76 in DTT VP = 123 Critics Size 5132 Inches HAMLET OF Orifice Spacing 2 feet 250 Residual Head 5 teat >- Weight 920 lbs W D +D t Q TT TB 2 * 7L* 11 t Flow Meter Nona Inches S O LITHO LD M Pretreatment Tank Volume 83.87 c VP V __ Q ) 2 Add-on'FrictionLosses 0 feet 4) T 3 Calculations S Treatment Tank Volume 179.20 c VT 12 TOP ELEV I Volume Total 263.07 cf V V = VP + VT { Minimum Flow Rate per Orifice0.68 gpm 200 Al TT Number of orifices per Zone 28 �O TOWN OF Riser Height g in Total Flow Rate per Zone 18.9 gpm g, N ht 24 A....._....____.____.. PUMP BASIN Number ofLaterals Par Zone 2 _ %Flow Differential tst/Last Orifice ,z , to S O LITH O LD Transport Velocity 4.1 fps to #PF2w #- OPERATING POINT o Location in Soil GtiM` ELEV ti L" Rim Elev of OWTS 8.3 R 3 t5o L Frictional Head Losses � Loss through Disc2.5 feet Loss M Transport 0.5 feet �p p iU'- Bottom Elev of OWTS 0.3 BEL � � herpa •. Lose through Valve 0.0 feet HEGE 1.5 WEL BOT ELEV F- -� �-�•--^� Loss In Manifold 0.0 feet . . .. . ...- - -- - -- - - -- - --.. . .. • � Depth Submerged 1.2 ft Ds Ds = WEL -BEL LLoss In.osalhro ghfeet Prepared By Flowmeter o.o feet too • 'Add-on'Friction Losses 0.0 feet H 31 Soil Parameters HD =--Ds Pipe Volumes C) Height of D Soil 6.8 t HD H CONCRETE Vol of Transport Line 0.9 gals Vol of Manifold 0.3 gals rr, Height of Wet Soil 1.2 ft Hw Hyy =--HD DEADMEN Vol of Laterals per Zone 4.0 gals 50 y � 9 l2 Total Volume 5.2 gals I % - V Minimum Pump Requirements Displaced water VD x * Ds Buoyant Force Design Flow Rate 16.9 gpm TF En ineerin PLLC LU Volume Displaced 52.61 c VD (12) Total Dynamic Head 13.3 feet 0 g'1 g� 4 C> Buoyancy Force 3284.62 ib B B = VD * 62.43 Groundwater Penetration GW Elev-Bot Elev- Deadman Penetration 1.75 t o 5 to 15 20 25 30 P.O. BOX 596 { ) Net Discharge(gpm) SAG HARBOR NY 11 6 Area of Pump Basin (PI x D^2/4) 3.14 t , 9 3 z Deadman and Soil Forces Volume of Displaced Width x Length x GW Penetration 5.5 ftA3 w Pretreatment Tank Buoyant force(Vol x Water Density) 343,1b. PumpData Legend D PF2005 High Head Effluent Pump ►�- Inside Collar Diameter 50 in rP ((2 *W +D z Syst=°""e: / CP /P (Dlp)2 20 GPM,112HP Collar Width 6 in W p VDSP - HD * 24 24 Concrete Deadman Force 115✓230V 10 601-17 200V3060Hz PumpQurve: OF NEy� C.) IT) Collar Bottom EL 1.1 t C �P �wP`fI�E W PEL Pump OpemaLJiange: o Volume of Dry Soil 49.8 cf VDSP 2* W + D 2 D z Deadman Diameter(6) 3 t Operatolnt: UI c Volume of Wet Soil 4.2 cf VwsP VWSP = HW* 1 24 Ip� * n- �24} *n Pump Basin Diameter(pb) 2.00 ft oas;l Int: * 5i u Unit Weight of Soil 1201b/cf Ys ` / Depth of deadman (dl) 0.5 ft h Weight of Dry Soil 5982 lb WDSP WDSP - VDSP Ys Pum Basin Penetration 0.25 c' Effective Weight of Wet Soil 2401b Wivp WWp = (VwsP -62.43) *Ys Volume of concrete (PI*cb^2/4*dl- PI*pb^2/4*d2) 2.75 ft^3 092715 LU Net Wei ht of Soil SIoN6221 !b sP P SP W CtDit 145.0 lb. „ P ~ n '. ` ° 09/16/2021 3:37:11 PM / Submerged Conc. Density {Conc. Density-Water Density) 82.fi 1b/ft 3 o Deadman and Soil Forces Deadman Weight(Vol x Submerged Concrete Density) 227.111b. M/ Treatment Tank U S Y H T C 10 S Inside Collar Diatmeter 72 in Drr ((2*WcT +Drrz (Drr12 Soil Forces A y Collar Width 6 in WcT VDST - HD * 24 * TE- 241 T) Collar Bottom EL 1.1 ft CTEL Dry Soils Volume of Dry Soil 69.4 Cf VDST ((2 WCT+ DIT DrT z z Deadman Diameter(cb) 3.0 ft Volume of Wet Soil 5.9 c VWST VWST = HW * * *Tr- (24 ) * Pump Basin Diameter b) 2.0 ft 24 J Unit Weight of Soil 120 1b1cf Ys Area of Soil Column (Area of Deadman -Area of Pump Basin) 3.9 t^2 Weight of Dry Soil 8332 /b WDST WDST = VDST *Ysn Dry Soil Density 11016./t 3 SCALE: PER PLAN Effective Weight of Wet Soil3391/b I W,n,T WU,T = (VWST- 62.43)*Ys Depth of Dry Soil (Top Elev-GW Elev) 6,5 t PUMP BASIN HEAD LOSS CALCULATIONS 3 JOB NUMBER: 21-114 Net Weight of Soil I 86711/b I W, WST = WDST + KT Volume of Dry Soils(Area of Soil Column * Dry Soil Depth) 25.5 ft _ C_2 Dry Soil Anti-Buoyancy(Vol x Density) 2808 1b, Factor of Safety Buoyancy Force on 0W75 3284.62 lb B Saturated Soils Total Weight Resisting 14891.9 lb W W = WST+Wsp Area of Soil Column (Area of Deadman-Area of Pump Basin) 3.9 ft^2 WDry Soil Density 110 !b./ft^3 Factorof Safety 4.531 OK FS FS = B Saturated Soil Density(Dry Density-Water Density) 47.6 ft^3 No additional ballast needed Depth of Saturated Soils (GW EI - Bot EI- Depth of Deadman) 1.25 ft Volume of Saturated Soils Area of Soil Column *Saturated Soil Depth) 4.9 ftA3 Saturated Soil Anti-Buoyancy Vol x Density) 234 1b. DURAFIBER ACCESS LID FLD24G W/ RG24 SAFETY OPEN DISCHARGE PUMP TO GRATE TO GRADE OBTAIN GRAB SAMPLES 3 9/16/21 REV. PER TOWN TRUSTEES Force Summation Buoyant Force 343 1b, ORENCO SPLICE BOX SBEXI-4 2 9/08/21 REV. PER TOWN TRUSTEES PUMP BASIN DISCHARGE ASSEMBLY 1 8/16/21 REVISED COVERAGE CALCS Resistant ForcesMODEL PB2472 HV125 W/ DRAIN HOLE NO. DATE DESCRIPTION Pump Basin Weight 0 lb. W/ 2' RISER IN - AND BALL VALVE Deadman Weight 227 1b, ADAPTOR TO DRAWN BY: EDZ HYDROACTION AN400 LOW PROFILE BUOYANCY CALCULATIONS Dry Soils 280816. FROM DRAINFIELD DESIGNED BY: EDZ Saturated Soils 23416. OWTS Total Resistant Forces 3269Ib. CEPEX PVC TO HDPE ADAPTER ON CHECKED BY: DWR, BEG, KMS Buoyancy Factor of Safety Calculations DATE: JUNE 24, 2021 ORENCO DISCHARGE Buoyant Force 34-3 Ib. PUMP MODEL PF200511 OFF M Resistant Forces 3269 Ib. SCTM# 1000-52-5-23 Factor of Safety(Resistant Force/Buoyant Force) 9.53 OK N 36" CAST-IN-PLACE CONCRETE DEADMAN POURED PRIOR TO PUMP BASIN INSTALLATION PENETRATE PUMP BASIN 3"INTO DEADMAN PUMP BASIN BUOYANCY CALCULATIONS 2 PUMP BASIN 4 C-2 NTS C-1 C-2 SEPTIC 3 a IV SITE PLAN- Lli co CV M CV CV C9 \ CS) SCDH APPROVAL Glenn Gold!' President �QS�F ;►0 Town Hall Annex A.Nicholas Krb+' Vice President �p GAJ, - 54375 Route 25 John M. Bredemeyer III P.O.Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams y p� Telephone(631)765-1892 ��l �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD , Date/Time: 71 Completed in field by: Suffolk Environmental Consulting, Inc. on behalf of CATHERINE CAHILL requests a Wetland Permit for the existing 1,824.8sq.ft. two-story dwelling with existing 289.96sq.ft. seaward side deck and a 54.0sq.ft. second-floor deck, and to construct additions to the dwelling consisting of a 416.5sq.ft. addition on the northerly corner; construct a 108.6sq.ft. addition on the easterly corner; construct a 140.4sq.ft. addition on southerly corner; construct a 194.0sq.ft. porch along the landward side of the existing dwelling; partially replace ±960sq.ft. of asphalt driveway with gravel; and install an IA/OWTS septic system. Located: 495 Bayview Avenue, Southold. SCTM# 1000-52-5-23 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice f Hearing Card Posted: Y / N Ch. 275 - Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: If I have read & acknowledge foregoin Tr s comments: Agent/Owner: / V � ,/ Present were. J. Bredemeyer - M. Domino j G. Goldsmith N. Krupskl G. Williams Other DRAINFIELD PUMP DOSING o EL 5.88/�� 500 BAYVIEW AVENUE " C) EXIST WATER METER ss :: o :::::: ' IMPROVED 24" LOCKING POLYETHELENE 76 0 24" LOCKING POLYETHYLENE ITEM DESCRIPTION NORMAL OPERATION AND SUPPLY TO REMAIN 9 �o GO 9 COVER TO GRADE COVER TO GRADE TANK, AN400 245 NITROGEN REDUCTION LOWPRO ON - 34 INCHES ,�• F so, \ ;:;:;.leo (PRIVATE WELL) ° A TANK, LP AN400 245 PRETREAT OFF - 24 INCHES DOSE VOLUME - 18.8 GALLONS \ PROP UG ELEC , o -- "`'� E B COUPLING 4" SCH 35 PVC SXS •� F : :....:.:.:..:•::•:. ::: ::: . ' 495 a CYCLES - 440 GPD / (18.8 GAL) = EXIST ASPHALT DRIVEWAY TO BE r �,' �° ���� .. ` .I.........:':'::........06r .�'::A..:.:: 51 1/4" 24.875" ° C FG CONNECTING PANEL 24X19 m 24 CYCLES PER DAY REMOVED AND REPLACED WITH GRAVEL ...... y G C1 ADHESIVE, CARTRIDGE L0 C2 SCREW, 1" #10 SELF TAP PPH ZINC BAYVIEW d EXIST UTILITY POLE AND D FASTENER 3/8-16 X 3 3/4" AT HHCS LOADING RATE 3.0 GAL/SF (1 - 5 MIN/IN) CATEGORY 1 I` LOT �8 �c w ° OH ELEC TO BE REMOVED ° o 5, z DRAINFIELD CALCULATION F� x b ! ���`,� `oG � :::: D� NUT, 3/8 -16 SS `�' 440 GPD / 3 GAL/SF = 147 SF ,' e o� ``�� D2 WASHER 3/8-16 SS AVENUE EXIST ASPHALT DRIVEWAY TO REMAIN �y .............. . 147 SF / 2.83 SF / FT = 52 LF (REQUIRED) F .. ..:..::.:............. D3 WASHER, SS 3/8 LOCKWASHER -' , EXIST IRRIGATION WELL _ 2 TRENCHES a 26 LF = 52 LF (PROVIDED) �� o 'n: ° ° E Q TO BE ABANDONED E ASSEMBLY, RE-CIRCULATION 245 COMPLETE DOSING APPLICATION DEPTH ,' `moo �'"� `mss ;' F LPA400 ATU W/ PLATFORM COMPLETE > EXIST WALKWAY TO BE REMOVED �. /, , ' LOT 7 / °o `� G OPS, EC50-30-L-80-PLC 18.8 GAL / (52 FT X 2.83 FT) = 0.13 GAL/SF TEST / A F2 ...::.•.•:....... .....::•.•:... H PIPE 4" PVC SDR35 w DOSING DEPTH IS LESS THAN 0.25 GAL/SF PROP 2-STORY 4i• HOLE / o`er ::;;:::X;;::?:( j:: „ 82 ° ° , 4° PVC SDR35 57 1/4 135 3/4 HAMLET OF GARAGE W/ SLAB - / ° I PIPE Q ON GRADE �,c�; / �F��aJF• ::.f:>a::::::: : ::: J TEE, STRAIGHT 4 SDR35 FFE 9.3 �� EXIST FLAGPOLE F ,.�o a�` • HYDRO-ACTION TREATMENT UNIT K PIPE, 4" PVC SDR35 SOUTHOLD Ln 4 TO REMAIN - po �� �\ POLYETHYLENE OWTS PVC DISCHARGE TEE W/ SOLIDS DEFLECTOR EXIST CONCRETE �' o ::: �/ 118 �l`� 7.B2 � L PAD TO BE REMOVED EXIST PERGOLA ��' ;� ` PLAN (NTS) PLACED DIRECTLY UNDER ACCESS COVER . . .. TO REMAIN /h� EL 7.8 ` PROVIDE POLYLOK 3008 - WEST 24" FLAT N ��O ::..:_.:.::: ....:.' °1 SCH 40 PVC PIPE M COVERS AND SAFETY GRATING TOWN OF ::. ....: ..:. / o� �� TO REMOTE AIR PUMP M SOUTHOLD C"i �\ �` ' •° / F�. "� c M O HIGHWATER ALARMN JUNCTION BOX UFLOAT_97-JBL o EXIST FENCE r..o�yo �'o�, "'' / �/ ��� F CORE DRILL TANK AND D-D3 N M ti / o INSTALL WATERTIGHT I E 0 P RECIRCULATION TIMER ENABLED FLOAT �,-, � TO REMAIN, TYP �g � � • // �' fil�l o OWTS / �� , Op ,fff/ : ::.'! �, ' SEPTIC �'� oo, 0.5o SEALED FLEXIBLE JOINT b.5 2 .�.... 1� 1� - ? � ti APPROVED BY THE max:., ENVELOPE. y /tics. , �. Sh PROP 10 NON-TURF t/� •Acta;,;:: L i' 6 . pp MANUFACTURER, TYP Prepared By. m BUFFER AREA �: ;. :; .;;:.:: •.:•: . , 't,� - TO Cn 1102.5 SF :.::{ ::' a;:;:;:`: ": :' .: �� �''`k 2[�r < ,��� •t INLET _ DRAINFIELD G o , FLOW _ CONTROL PANEL AND AIR PUMP - F ::::::::;:::::•:::;;,::.:.: l c'`..... c�. � i \ DRAINFIELD SEPTIC ENVELOPE = w \ r.5 :; ':....., G:;:;:;:.;. ::;.::;::::.>,q �� /- •::; :;;.lf ,' \ - LINE J IN POLYETHYLENE ENCLOSURE r :x::? :a ; :;::: :r:r o q O � :::::::::.��1 �� - 0 0 18 HDPE PIPE CD F. 1 �. ...:..: ..,. .. .,:: :>.. 6>�q l gp:e:::.:l:.11l li Fco 20 /. �j, y �' ' B PLACED VERTICAL a X /:.�s�a �h� rr�, 1 >F-?l01 10' �y s �'�- / �.•c` S 1'�� ' J H _ z AND EDGE CHAMFERED EL 5.1 �' . q c r'y` .�, , 350 BAYVIEW AVENUE �- , t F l'':::::u°:.•. `� TO RECEIVE THE V) %' / 7.42 F is yj,�k� ,:•;:::.:*: : :':: �O� 325 BAYVIEW AVENUE IMPROVED P -� :•�:;:�:::y���:• `� PBS o Q� VACANT K C-C2 _ CONTROL PANEL TF Engineering, PLLC Fc O qc qy� ......... . 't _ x : 3. �. �� (PRIVATES WELL) ,\ w ; ::::.::...; :: x -� o LOT �4 WELL 150+ FROM �r L �� SEE NOTE 10 P.O. BOX 596 C �y q EXIST SEPTIC ' °'` �ti Q O SUBJECT PROPERTY ii ��i` SAG HARBOR NY 11 6 o- %<. EXIST SYSTEM To BE �• ABANDONED PER ��e c��� Q� e..„ . / `` �n 5� - N ql if SCDH STANDARDS �' ,r� ; Q?� P ELEVATION 7.8 ;'.`.' .. ..... .:... .: . EXISTING -/ o LL .••-o° Q� �`' x- PROP UG AIR COMM AND GROUND �i�ii����������i� AIR HOSE AND : aF / o° .'� ELEC LINES TO OWTS ELECTRICAL SUPPLY cn •Srr . �C, &. �° cF n� J<c, ,`o SANDY „ TO TREATMENT UNIT GF NEw y� o a� o1`•'Qd %►, 7. LOAM W °; 50" 70" 3 THICK BED OF COMPACTED SEE NOTE 8 WAS sr�,° 5.76 /,.- ,��. o CONTROL PANEL / LLJ 7.6s% �o ,�h• X GRAVEL SAND. MAXIMUM TOLERANCE C) �o FLAG #� EXIST WOOD RAMP x �,�� 3 6 OF ±1/4" IN ANY DIRECTION c EXIST DECK �sr� Q � CONTROL PANEL 3 * u o AND RAMP AND DECK TO REMAIN ?o C-1 C-1 C-1 C-1 ML SILT LOAM 0.6 HYD RO-ACTION TREATMENT UNIT TO REMAIN ti _• . �vQ PROFILE (NTS) NTS C-1 I C-1 PROP U/G ELEC GW 1.5' 9275 a A�l TO CONTROL PANEL K, oFEssioN Li �Q Y c EL 2.7 e P FLAG #3 FLAG ,��. 20 10 0 20 40 TREATMENT TANK 2 09/08/2021 11:11:29 AM y 9 ,� �� �� MIXED SAND �, NTS C-1 C-1 SITE INFORMATION •q��l0 67 scale 1 = 20 feet W/ GRAVEL � SCTM# 1000-52-5-23 9 / ` F LOTS 15-18 MAP OF MAP SHOWING SUBDIVISION OF PROPERTY KNOWN AS SUMMER QG 8 F WETLANDS AS FLAGGED BY HAVEN, FILED JULY 5, 1933 AS MAP NO 1133. APPARENT HIGH WATER �. SHAWN M. BARRON, M.S. ON AS OF 12/23/2020 JANUARY 25, 2021. AREA - 23,350 SQ FT (.54 ACRES) SITE PLAN 1 TEST HOLE INFORMATION HYDROACTION TREATMENT UNIT EXIST DWELLING WITH 3 BEDROOMS 330 GPD (REMODELED) 7 PUMP BASIN - C-1 TEST HOLE PROVIDED BY BARRON OWTS FG EL 8.0' 4 ENVIRONMENTAL DATED APRIL 6 2021. CB 1 ----- ------ ---0 DOSING PUMP PROP SEPTIC SYSTEM FOR 4 BEDROOMS SCALE: PER PLAN C-1 C-1 2 RIM EL 8.3' MAIN DWELLING (1) HYDROACTION AN400 LOW PROFILE (OWTS) 440 GPD HIGHEST EXPECTED GROUNDWATER 1.5' JOB NUMBER: 21-114 IE IN 4.34' IE IN 4.19' --0 RECIRCULATION PUMP (1) ORENCO PF200511 PUMP BASIN (PB) ' C-1 C-1 C-1 C-2 FROM TEST HOLE. ELEC PANEL QUICK Cg 2 CLEANOUT IE OUT 4.25 IE OUT 4.03 C-1[C-1 C-1 C-1 - -------- - - BOT EL 0.3' BOT EL 0.0' DI SWITCH CONNECT (52 LF) DISTRIBUTION TRENCH (DT) 15 DISTRIBUTION TRENCH MIDWEST CB 3 -- -- O MIXER PUMP (26 LF) EXPANSION TRENCH (ET) FIFE 11.5' ST GRADE _ P065P AIR AIR HOSE LOCATED SOUTHWEST OF BAYVIEW AVENUE, 1,060 LF SOUTHEAST OF COLONY ROAD. FG VARIES 2 7 .----- -- -------- 0 DIFFUSER 10 -- -------------- ;--------------- - - VEXI ----------- - BOT EL 5.8' . ---------- 1 1/4" LATERAL PUM T - 0 COUNTY OF SUFFOLK ____ � VERTICAL DATUM - 1988 NAVD ----7-------- U AND TOPOGRAPHY BY METES AND BOUNDS SURVEYING, TED DECEMBER ---- --- - DA CB 5 ' 1/4" TR 5 - I - 1 i --QRECIRC TIMER ENABLED 23, 2020 1 TRANSPORT IE 4.76' OWTS PB IE 5.8 `� PIPE CBA -- ------' '---- ------- PANEL TROL 2 SEE NOTES 7, 9 & 11 HEGE 1.5' w Q --- ---- ALL PROPERTIES WITHIN 150 LINEAL FEET OF THE PROPOSED PROJECT ARE -�HIGHWATER ALARM IMPROVED AND SERVED BY PUBLIC WATER, EXCEPT FOR 325 BAYVIEW AVENUE 0 0 10 20 30 40 50 60 70 80 FROM 5[}------- ----- - (WHICH IS VACANT), 350 BAYVIEW AVENUE AND 500 BAYVIEW AVENUE. 20.OLF (4.5LF CI PIPE + OWTS _ 5.7LF 4" PVC D3034 CIRCUIT BREAKER SPECIFICATIONS 6�---- -------- ---� 15.5LF 4" PVC D3034 SDR 35 a S=0.0104 MIN 11.5LF 1-1/4" SCH 40 5 GENERAL NOTES SDR 35) Q S=0.0208 MIN PVC PIPE HEADER C-1 C-1 aCBA - 30 AMP 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING A 2 9/08/21 REV. PER TOWN TRUSTEES SEE NOTE 12 1-1/4" TEE ``' CB 1 - 20 AMP -------- FIELD WIRING METHOD APPROVED BY THE MANUFACTURER. 1 8/16/21 REVISED COVERAGE CALCS CB 2 - 20 AMP = MANUFACTURER WIRING 2• THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM CB 3 20 AMP STARTUP. NO. DATE DESCRIPTION SEPTIC PROFILE 4 1-1/4 HEADER CB 4 - 0 AMP GROUND _______________ PNEUMATIC HOSE (FIELD INSTALL) 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY SCALE: 1" = 10' - C-1 1-1/4" BEND CB 5 - 10 AMP DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. DRAWN BY: EDZ FINISHED GRADE END PLUG 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE HEADER 5 PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH. THE MAINTENANCE DESIGNED BY: EDZ ASTM C33 SAND GRADATION WIRING DIAGRAM MAT I C 6 5. THE TOWTS NRACT I TALLLER SHALL BE FOR ALL RIE ISTER THE MUM OF A 3-YEAR TREATMENT SYSTEM WITH SUFFOLK HDPE VALVE BOX INFILTRATOR Q4 PLUS TOP SOIL NTS C-1 C-1 COUNTY DEPARTMENT OF HEALTH. CHECKED BY: DWR, BEG, KMS RISER AND COVER STANDARD LOW PROFILE NATIVE BACKFILL NTS C-1 C-1 SIEVE PERCENT PASSING 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. DATE: JUNE 24, 2021 0.375" 100 7. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. - - - - - - - #4 95 - 100 8. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE \ .`�.�,.x,.."'i>,.*'?.:�n..•:l..ti�.:....ji ;�:.:vs'=:•:i:2�'e•'a"`r-";.Yl �i #8 80 - 100 CONTROL PANEL TO THE„JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 PVC PIPE. CI SEWER PIPE, PVC PIPE D3034 TYP SDR 35 :;, -. �, w ry r,,�� #6 50 - 85 ALL PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT. SCTM# 1000-52-5-23 30 25 - 60 9. ESTIMATED INVERT ELEVATION. CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATION j 34" END CAP #50 5.0 - 30.0 OF THE INVERT OUT OF THE HOUSE PRIOR TO THE INSTALLATION OF THE SEPTIC SYSTEM. CI 22.5° BENDj 36'� �; DISPERSION #100 < 10 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES. TO OWTS %� LATERAL, TYP #Z00 < 5 10. CONTROL PANEL To BE PLACED ON AN 18-INCH HDPE PIPE PEDESTAL PLACED VERTICAL AND j TRENCH 2 ! PROJECT NOTES SET 2-INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. FROM n( ��;i�i���i� 'r �/%iii%�\�� � BUILDABLE AREA: 21,125 SF (23,349.9 LOT AREA - 2,224.8 SF WETLANDS) 11. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE I/A OWTS. THE I/A OWTS 0J1 / LOT COVERAGE: PERMITTED: 4,225 SF (21,125 X 20'x) SHALL VENT THROUGH THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED. DWELLING SECTION SANDY LOAM W/ GRAVEL REPLACE AND EXISTING: 2,201 SF 12. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO ALLOW THE PIPE TO DRAIN IN WITH ASTM C33 SAND NATIVE BACKFILL PLACE ON THE BETWEEN PUMP CYCLES. CI WYE CI TO PVC HOUSE 1-1/4 PVC SCH 40 GROUND WITH LOT COVERAGE: 13. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH LATERAL. CONTRACTOR SHALL DO A ADAPTOR AFTER DISTRIBUTION TRENCH 8 PERFORATED LATERAL PIPE SNAP ON 1. 1ST FLOOR = 2,880.15 SF SQUIRT TEST TO DOCUMENT THIS REQUIREMENT IS MET. HORIZ BEND NTS C-1 C-1 W/ 1/8"ORIFICE AT 2' O.C. Z STANDS, TYP QUICK4 PLUS STANDARD 2. PROPOSED PORTICO -- 193 SF 14. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 O'CLOCK POSITION To ALLOW THE CLEANOUT 7 AT 12 O'CLOCK POSITION LOW PROFILE CHAMBER 3. GAZEBO = 80 SF LATERAL TO DRAIN IN BETWEEN CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT SEPTIC o 4. REAR CONCRETE PLATFORM = 106 SF THE LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING. N NTS C-1 C-1 1-1/4 PVC SCH 40 PVC VALVE BOX 5. WOOD DECK = 294 SF SOLID LATERAL PIPE l= -_ =% =_ -_ Il TOTAL COVERAGE = 3,553.15 SF / 16.79% FROM OWTS SITE-PIAN �- LEGEND FIFE - FINISHED FLOOR ELEVATION NSF - NATIONAL SCIENCE FOUNDATION - -- -_ -_ - =-_=�' IMPERVIOUS ( w DISCHARGE y COVERAGE � FG - FINISHED GRADE NTS - NOT TO SCALE SWEEP 90 WITH 1. FIRST FLOOR = 2880.15 SF � C� C� ASTM - AMERICAN SOCIETY FOR TESTING FOB - FACE OF BUILDING NYS - NEW YORK STATE +, _ THREADED END CAP 2. PROPOSED PORTICO = 193 SF AND MATERIALS GLV _ GALVANIZED OWTS - ONSITE WASTEWATER TREATMENT a 0° SEE NOTE 13 3. FRONT WALKWAY = 146 SF i SEP 9 2021 !; BOT -BOTTOM GAL GALLONS SYSTEM 4. ASPHALT DRIVEWAY = 520 SF END CAPS TYP CB - CIRCUIT BREAKER GPD - GALLONS PER DAY PB - PUMP BASIN 5. GAZEBO = 80 SF i Q CI - CAST IRON GW - GROUNDWATER PT - PERCOLATION TEST p, 6. REAR CONCRETE PLATFORM = 106 SF Southofd'Town COMM - COMMUNICATIONS HDPE - HIGH DENSITY POLYETHYLENE SCDH - SUFFOLK COUNTY DEPARTMENT OF 26' MIN 5/32 LATERAL DRAIN ORIFICE 7. WOOD DECK = 294 SF Board of Trustees `I DT - DISTRIBUTION TRENCH HEGE - HIGHEST EXPECTED GROUNDWATER HEALTH REMOVE UNSUITABLE SOILS AT 6 O'CLOCK SEE NOTE 14. - C\jTOTAL COVERAGE = 4219.15 SF / 19.93% o DW - DRY WELL ELEVATION SCTM - SUFFOLK COUNTY TAX MAP TO SPAND REPLACE WITH EG - EXISTING GROUND IE - INVERT ELEVATION SCH - SCHEDULE ASTM C33 SAND NON-TURF BUFFER AREA = 1,102.5 SF EL - ELEVATION LF - LINEAL FEET SDR - STANDARD DIMENSION RATIO DISTRIBUTION TRENCH 9 �, ELEC - ELECTRICAL LP - LEACHING POOLS SF - SQUARE FEET C) oil EQ - EQUAL MAX - MAXIMUM ST - SEPTIC TANK NTS C-1 C-1 rx X - DETAIL NUMBERAMW Co ET - EXPANSION TRENCH MIN - MINIMUM TYP - TYPICAL Y - CALLOUT PAGE a, EXIST - EXISTING NAVD - NORTH AMERICAN VERTICAL DATUM UG - UNDERGROUND Y Z Z - DETAIL LOCATION SCDH APPROVAL 0 0 U Cn Project Number: 21-114 Pump Basin w 495 Project Name: 495 Bayview Pump Selection for a Pressurized System-Single Family Residence Project Q SCTM# 1000-52-5-23 Diameter 2.00 ft 495 Bayview ILO m Water Density 62.4 Ib./cf BAYVIEW �M HlydroAction AN400 Low-Pro Calculations Weight of Pump Basin 0 lb. Parameters z Depth of Pump Basin (Top Elev- Bot Elev- Deadman Penetration) 7.75 ft Discharge Assembly Size 1.25 Inches 350 AVENUE Transport Length 11.5 feet w Units Symbol Equation Transport Pipe Class 40 Transport Line Size 1.25 inches J Unit Parameters Tank and Groundwater Elevations Distributing Valve Model None Max= 5 feet Height 72 in H Manifold Lel gthon 'ft o 3.25 feet Pretreatment Tank Bottom Diameter 50 in DPB ManifoldPlpeSize 1. 300 Top of Pump Basin Elevation 8.00 ft ManifoldPlpaSize ,.zs Inches Pretreatment Tank Top Diameter 51.25 in DPTNumber of Laterals per Call 2 Bottom of Pump Basin Elevation 0.00 ft Lateral Length 26 feet Treatment Tank Bottom Diameter 72 in DTB DPT+DPB Z Lateral Pipe Class 1. HAMLET OF w ( 4 ) * * H Groundwater Elevation 1.50 ft Treatment Tank Top Diameter 76 in TT P = LateraleSizeSize 1.25 inches j D V 123 Orifice Size 5/32 inches 250 Orifice Spacing 2 feel Weight 920 lbs W Residual Head 5 feet °O Pretreatment Tank Volume 83.87 cf VP (DTT+DTB)2 * * H 21 Flow Meter None inches d SOUTHOLD J i7 _ 4 'Add-on'Friction Losses 0 feet v Treatment Tank Volume 179.20 cf VT T 123 E"'-"'� TOP ELEV Calculations X 1 Volume Total 263.07 cf V V = VP } VT �. zoo TOWN Minimum Flow Rate per er Zone Orifice 28 gpm TOWN O F � Riser Height 24 in Number ofces per 28 g Total Flow Rate per Zone 189 gpm y CV Number of Laterals per Zone 2 = PUMP BAS[N Flow Differential,st/Last Orifice 1.2 % OPERATING POINT SOUTHOLD Transport Velocity 4.1 fps •E PF2005 No Location in Soil GW ELEV " ca 150 N Rim Elev of OWTS 8.3 REL Frictional Head Losses o Loss through Discharge 2.5 feet Bottom Elev of OVVTS 0.3 BEL Loss In Transport 0.5 feet w HEGE 1.5 WEL BOT ELEV Prepared .;:., Loss through Valve 0.0 feet Loss in Manifold 0.0 feet - - -- - -- - - -- - -- - - -- - -- - - - y• Loss In Laterals 0.1 feet Depth Submerged 1.2 ft Ds Ds = WEL -BEL 100 Loss through Flowmeter 0.0 feet CL 'Add-on'Friction Losses 0.0 feet Cn Lt7 1 _ Soil Parameters HD = H -DS o 3 Pipe a Volumes w 12 Vol of Transport Line 0.9 gals Height of Dry Soil 6.8 ft HD CD Height of Wet Soil 1.2 ft Hw H H H CONCRETE Vol of Manifold 0.3 gals 50 w = 12 - D DEADMEN Vol of Laterals per Zone 4.0 als Total Volume 5.2 gals Minimum Pump Requirements Displaced Water V Buo ant Force VD =H* Ds Y Design Flow Rate ,8.9 gpm TF Engineering, PLLC Total Dynamic Head 13.3 feet LLL Volume Displaced 52.61 cf VD (i2� o 0 5 10 15 20 25 30 P.O. BOX 596 C> Buoyancy Force 3284.621/b J B = VD * 62.43 Groundwater Penetration (GW Elev- Bot Elev- Deadman Penetration) 1.75 ft Net Discharge(gpm) SAG HARBOR, NY 11963 Area of Pump Basin (PI x D^2/4) 3.14 ft z Deadman and Soil Forces Volume of Displaced (Width x Length x GW Penetration) 5.5 ft-3 w Pretreatment Tank Buoyant force (Vol x Water Density) 343 Ib. Purri Legend PF2005 High Head Effluent Pump System Curve: F- Inside Collar Diameter 50 in D 2 2 y - N IP V = H * 2*WcP +DIP *IT- DIP *Tr 1115230V'1060Hz,200V 30160Hz Pu l pf Ne Collar Width 6 in WcP DSP D 24 (24) Concrete Deadman Force mpa"e: w Collar Bottom EL 1.1 ft CPEL Pump OptlmaLRange: o Volume of Dry Soil 49.8 cf VDSP 2* W + D 2 DIP l2 Deadman Diameter(cb) 3 ft operatiop Point: CY CL Volume of Wet Soil 4.2 cf VWSP VWSP = Hit,* 24 IP1 * IT-( / * Pump Basin Diameter(pb) 2.00 ft DesiPPoint: Unit Weight of Soil 120 Ib c YS l i' � g /f Depth of deadman (d1) 0.5 ft _J Weight of Dry Soil 59821b WDSP WDSP = VDSP *Ys Pump Basin Penetration (d2) 0.25 ft `�s� oe2 30 c` Effective Weight of Wet Soil 240 Ib WWP WwP = (VwsP -62.43) *Ys Volume of concrete (PI*cb^2/4*d1-PI*pb^2/4*d2) 2.75 ft^3 �, FESSIO% LLJNet Weight of Soil 6221 1b WSP WSP = WDSP+W16 Concrete Density 145.0 Ib./ft^3 i .,Submerged Conc. Density (Cont. Density-Water Density) 82.6 Ib/ft^3 M Deadman and Soil Forces Deadman Weight(Vol x Submerged Concrete Density) 227.11/b. / Treatment Tank U S y S T C t., S Inside Collar Diatmeter 72 in DIT2 * WcT +DIT 2 D2 )2 Soil Forces Collar Width 6 in WcT VDST = HD * ( 24 ) * IT-(24/ *� Collar Bottom EL 1.1 ft CTEL Dry Soils Volume of Dry Soil 69.4 cf VDST 2 W 2 2 Deadman Diameter(cb) 3.0 ft Volume of Wet Soil 5.9 cf VWST VWST = HW * ( * 24+ DIT) *1z- (�41 *Tr Pump Basin Diameter(pb) 2.0 ft Unit Weight of Soil 120 Ib/cf YS Area of Soil Column (Area of Deadman-Area of Pump Basin) 3.9 ft^2 Weight of Dry Soil 8332 Ib WDST WD ST = VDST *YS Dry Soil Density 110 Ib./ft^3 SCALE: PER PLAN Effective Weight of Wet Soil 339 Ib W'T WwT = (VWST -62.43) *Ys Depth of Dry Soil (Top Elev-GW Elev) 6.5 ft PUMP BASIN HEAD LOSS CALCULATIONS 3 JOB NUMBER: 21-114 Net Weight of Soil 8671 lb WST WST = WDST +WWT Volume of Dry Soils (Area of Soil Column *Dry Soil Depth) 25.5 ft Dry Soil Anti-Buoyancy(Vol x Density) 2808 Ib. Factor of Safety Buoyancy Force on OWTS 3284.62 /b B Saturated Soils Total Weight Resisting 14891.9 Ib W W = WST+WSP Area of Soil Column (Area of Deadman-Area of Pump Basin) 3.9 ft^2 W Dry Soil Density 110 Ib./ft^3 OK FS FS Factor of Safety 4.53 =B Saturated Soil Density(Dry Density-Water Density) 47.6 ft^3 No additional ballast needed Depth of Saturated Soils(GW EI - Bot EI - Depth of Deadman) 1.25 ft Volume of Saturated Soils(Area of Soil Column *Saturated Soil Depth) 4.9 ft^3 Saturated Soil Anti-Buoyancy(Vol x Density) 234 lb. DURAFIBER ACCESS LID FLD24G W/ RG24 SAFETY OPEN DISCHARGE PUMP TO GRATE TO GRADE OBTAIN GRAB SAMPLES Force Summation Buoyant Force 343 lb. ORENCO SPLICE BOX SBEX1-4 2 9/08/21 REV. PER TOWN TRUSTEES PUMP BASIN DISCHARGE ASSEMBLY 1 8/16/21 REVISED COVERAGE CALCS Resistant Forces MODEL PB2472 HV125 W/ DRAIN HOLE NO. DATE DESCRIPTION Pump Basin Weight 0 lb. W/ 2' RISER & AND BALL VALVE 227 lb. TO ADAPTOR DRAWN BY: EDZ HYDROACTION AN400 LOW PROFILE BUOYANCY CALCULATIONS 1 DrySoilsnWeight 2808 lb. FROM DRAINFIELD owls DESIGNED BY: EDZ Saturated Soils 234 Ib. _ Total Resistant Forces 3269 /b. CEPEX PVC TO HDPE ADAPTER ON CHECKED BY: DWR, BEG, KMS Buoyancy Factor of Safety Calculations DATE: JUNE 24, 2021 ORENCO DISCHARGE Buoyant Force 343 Ib. PUMP MODEL PF200511 OFF Resistant Forces 3269 Ib. N SCTM# 1000-52-5-23 Factor of Safety(Resistant Force/Buoyant Force) 9.53 OK " CAST-IN-PLACE CONCRETE DEADMAN 36 POURED PRIOR TO PUMP BASIN INSTALLATION PENETRATE PUMP BASIN 3"INTO DEADMAN PUMP BASIN BUOYANCY CALCULATIONS 2 PUMP BASIN 4 C-2 NTS C-1 C-2 SEPTIC 3 0 IV SITE P LU TT _-- `i L SEP 9 2021 Southold'Town I� -oard of Trustees CV QO O CV O CSIMW 00 \ 67 SCDH APPROVAL o OtA1NFIELD PIMP DOSING EL 5.8m \ iy xx` - 500 BAYVIEW AVENUE 76° EXIST WATER METER ',P x B IMPROVED 24°LOCKING POLYETHELEIE 24"LOCKING POLYETMY11NE ITEM DESCRIPTION s NORMAL OPERATION AND SUPPLY TO REMAIN COVER TO GRADE COVER TO GRADE TAMC,AN40D 245 NITROGEN REDUCTION LOWPRO (PRIVATE WELL) ON-34 INCHES '�a xx c A TANK,LP AN400 245 PRETREAT OFF-24 INCHES PROP UG EIEC "$�4�. `�` N�l�j E B COUPLING,4°SCH 35 PVC S%S 495 DOSECYCLVOLUME 18.8 p/R�LB G�ALI• EXIST ASPHALT DRIVEWAY TO BE - v�ix e x '9 7� 51 1/4"m C FG CONNECTING PANEL 24X19 24 CYCLES PER DAY REMOVED AND REPLACED WITH GRAVEL j r �iy9G 24875"9 Cl ADHESIVE,CARTRIDGE BAYVIEW r' •� C7 SCREW,1"110 SELF TAP PPH ZINC LOADING RATE 3D GAL/SF(1-5 5UN/INO CATEGORY 1 EXIST UTILITY POLE AND /O° is x ��G a DRAIFIFID CALCULATION. OH ELEC TO BE REMOVED 1, ) = �•�� xx _ D FASTENER,7/8-16%3 3/4°AT RNCS • - - - s - x`;, D, MDT,3/8°-i6 SS AVENUE z 440 WD/3 GAJ./SF•147 SF EXIST ASPHALT DRIVEWAY TO REMAIN e - D2 WASHER,3/8-16 SS 147 SF/223 SF/FT•52 LF OIEOUIRFD) D3 WAS 2 TRENCHES O 26 LF•52 LF(PROVIDED) EXIST IRRIGATION WELL , 3 xur E HER,SS 3/8"LOCKWASFER TO BE ABANDONED _ , E ASSEMBLY.RE-CIRCULATION 245 CONPLETE DOSING APPLICATION DEPTH -\ r Js;t --`\��, x%tom F LPA4D0 ATU W/PLATFORM COMPLETE EXIST WALKWAY TO BE REMOVED I � _ G OPS,EC5D-30i-ED-PLC ,F < 189 GAL/L52 FT X 2.83 FT)•013 GAL/SF r TEST H PIPE,4"PVC SDR35 DOSING DEPTH IS LESS THAN 025 GAL/SF PROP 2-STNV HOLE 'QFC 82'm y I PIPE,4"PVC SDR35 a;: GARAGE W/SLAB � x\ 57 1/4'9 135 3/4° HAMLET OF R ON GRADE /,-%• !•" W \ J TEE,STRAIGHT 4'SDR35 FFE 91 r" EXIST FLAGPOLE .AO p� K PIPE,4"PVC_SDR35 SOUTHOLD S m oast CONCRETE TO REMAIN - - ,�cPys�` HYDRO-ACTION TREATMENT UNIT POLYETHYLENE OWTS L PVC DISCHARGE TEE W/SOLIDS DEFLECTOR PAD TO BE REMOVED r r EXIST PERGOLA SpoO EL 78,• i x`x PLAN OTSI PLACED DIRECTLY UNDER ACCESS COVER r x M PROVIDE POLYLOK 3008-WEST 24"FLAT TOWN OF TO flFJINN p `x SCH 40 PVC PIPE �ry'9g� `K. •.r C'L %y- x\ TO REMOTE AlR PUMP N N JUNCTION BOXOVERS FOCUS SAFETY GRATING !.r SOUTHOLD M N O MGHWATER ALARM FLOAT I-v �1,°a i •'a ` CORE DRILL TANK AND INSTALL WATERTIGHT 1 D-D3 E 0 P RECIRCULATION TUNER ENABLED FLOAT OWTS ,n \.'SEPTIC I ' ;'� 3$, s/'So� SEALED FLEXIBLE JOINT �, EXIST FENCE --- - - +,+ �.�'' x - b � - cP . /5 APPROVED BY w -s`"r x`40\ •ENVELOPE, ;�y, -L-'I� �" MANUFAC TYP PreparedBy TO REMAIN,TTP TO < INLET DRAIWIELD F - Rte;;- ,-`- -`-•r.op49!2��-�.b Y)• \moi' / IN POLYEPANEL AND AIR PLW A. THYLENE ENCLOSURE ��x"`�""" � '�,•"•'' d V,r;� \ DNAfIFIELD SEPTIC ENVELOPE FLOW LINE J .CO 20.0 \ 4iy THDPE PIPE ^ `FBt^.yY, _ - '4t�- - B I H = PLACED VERTICAL x 4r. `x 4d•�;r xy�q G�Y'r� "* Y'''. t ' s %- AND EDGE CHAMFERED a EL 51" ,ter, .,,/, 350 BAYVIEW AVENUE TM y,AF�js 4`j 1�..�, j�i1 c$ 325 BAYVIEW AVENUE IMPROVEDP TO RECEIVE THE \ --- +yT.4� 4w�.,;'• ;� � ?B ,�o, VACANT C-� _ CONTROL PANEL TF Engineering,P /• — �`;r-..�.-r °PP, [c"'�-„�.-,,."rtK' .� _; 1� (ELL 15 WELL) = K Si g, LLC ^`.i WELL 150'.FROM L SEE NOTE to P.O.BOX 596 o `%• q _V - SYSTEM SEPTIC �Ny�Ysx'7�>.7' - -�' -�`- _ SUBJECT PROPERTY - Q Cl,>ll SAG HARBOR,NY 11963 `\ SYSTEM 70 BE •;, � &t�,y." "`r A � F ,.,,rte„ v � '4! ABAIIDONED PER SOON STANDARDS ° r �:s.,. QQ \y ,xr &: / ELEVATION 79' EXISTING �S\ � .� •�•' ,'��� ,-''••x"��°� / ELEC LIMES TPROP UG AIR,O T9� - _ - _- - - _ - _ _ _ GROUND r t'����`� A�CTRICAL SUPPLY _ y0•. _ c;. `�;: f ,`o SANDY _ TO TREATMENT UNIT CONTROL PAM! LOAM WI OF AlE{y 'yrs 04 0^0 �, 50° 70" 3"THICK BED OF COMPACTED SEE NOTE B 2• ' •:' h GRAVEL SAND MAXIMUM TOLERANCE �P o 3 8 OF s1/4° IN ANY DIRECTION o' EXIST DECK 'Pr.•, yk �_ EXIST WOOD RAMP AND RAMP -- �_-,�;• AND DECK TO REMAIN _ c-1C-tc-1C-1 ML SILT LOAM O,; HYDRO-ACTION TREATMENT UNIT CONTROL PANEL 3 KR p TO REMAIN M: \ \ -.-' % PROFILE(NIS) NTS C-1 C-1 c NTROL PANEL w PROP U/G ELEC GW 15 o1¢1mm d w 9�a `�; a a 2r i 1�g 20 To 110 0 20 40 TREATMENT TANK 2 DK,1Ga 520PK, - --° y9 �••\ % ` MIXED SAND m NTS _ C-1 C-1 SITE INFORMATION >< 9?j state 1" 20' feet W/GRAVEL 9e .t, % r -23 0499 ,•� ` ��-WETLANDS AS FLAGGED BY LOTS 15-10 MAP OF NAP SHOWING SUBDIVISION OF PROPERTY KNOWN AS SUMMER GF APPARENT HIGH WATER % SHAWN K BARRON M.S.ON HAVEN,FILED JULY 5,1933 AS MAP NO 1133 AS OF 12/232020 `` ) JANUARY 25,202L -x SITE PLAN 1 9�TEST HOLE INFORMATION AREA-23,350 SO FT(54 DRIES) HYDROACNON 7REATMFM UNIT EXIST DWELLING WITH 3 BEDROOMS 330 GPD(REMODELED) DC-1 PUMP BASIN - C-1 TEST HOLE PROVIDED BY BARRON f� OWTS ^ ENVIRONMENTAL DATED APRIL 6,2021. CB 1 ----- ------ --v DOSING PUMP PROP SEPTIC SYSTEM FOR 4 BEDROOMS SCALE:PER PLAN C- RIM EL 8.3' FG EL 80' IE IN 4.34' IE IN 419' 8 9 HUGEST EXPECTED GROUNDWATER 1.5' MAIN DWELLING (1)HYDROACTION AN400 LOW PROFILE(OWTS)440 GPD CLEANQUT C-1 C-1 C-1 C-2 C-1 C-1 C-1 C-1 FROM TEST HOLE ELEC Pte- QUICK CB 2 -0 RECIRCULATION PUMP (5 LF)DI PRIBUTI 1 PUMP BASIN(PB) IE OUT 425' IE OUT 403 DISCONNECT _ _ 21-114 BOT EL 03' BOT EL 00 SWITCH (52 LF)DISTRIBUTION TRENCH(17) 15 _________ ------0MIXEA PUMP (26 LF)EXPANSION TRENCH(ET) DISTRIBUTION TRENCH MIDWEST AIR - -- AIR HOSE LOCATED SOUINEST OF BAYVIEW AVENUE,1,060 LF SOUTHEAST OF COLONY ROAD FFE 11S E%IST GRADE FG VARIES 72-77 CB 4 — 10 - BOT EL 5.8' 1 1/4"LATERAL PUN -• -- -TO DIFFUSER COUNTY OF SUFFOLK VERTU AL DATUM 1988 NAVD ------ - --------------------- CB 5 BOUNDARY AND TOPOGRAPHY BY METES AND BOUNDS SURVEYING,DATED DECEMBER 1-1/4"TRANSPORT 1 --- _ JRECIRC TIMER ENABLED o----- -r 23,2024 IE 476' S � :�� PIPE �� CBA -------- �--- ------- 0 C 7R — SEE NOTES 7,9&11 DWTs PB IE 58' HEGE 15' li w PANEL 2�--- -------- ALL PROPERTIES WITHIN 150 LINEAL FEET OF THE PROPOSED PROJECT ARE 0 — FROM IMPROVED AND SERVED BY PUBLIC WATER,EXCEPT FOR 325 BAYVIEW AVENUE -- 0 10 20 30 40 50 60 70 80 OWTS 'I �'------- --------- HIGHWATER ALARM MUCH IS VACANT),350 BAYVIEW AVENUE AND 50D BAYVIEW AVENUE _ 20 OLF(45LF CI PIPE• 57LF q"PVC D3D34 115LF 1-1/4"SCH.40 CIRCUIT BREAKER SPECIFICATIONS �6--- 155LF 4°PVC D3034 SDR 35 B SV 00104 MIN HiFADEA 5 I GENERAL NOTES — SOR 35)a S=07108 MIN PVC PIPE C-1 C-1 CS A-30 NMP - ---- 1 OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING A SEE NOTE 12 1-1/4°TEE CB I-20 ANP --FIELD WIRING METHOD APPROVED BY THE MANUFACTURER 2 THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM 8/t621 REVISED COVERAGE CALKS CB 2 20 AMP MANUFACTURER WIRING STARTUP NO DATE DESCRIPTION 1-1/4°HEADER CB 4-10 ANP SEPTIC PROFILE 4 CB 3 20 OMP GROUND - -- PNEUMATIC HOSE(FIELD INSTALL) 3 THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY FINISHED GRADE END PLUG SCALE.1"=10' - C-1 1-1/4•BEND CB 5-10 AMP DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER HEADER 5 4 AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE DRAWN BY. EDZ PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH.THE MAINTENANCE DESIGNED BY. EDZ NTS C-1 C-1 CONTRACT WILL BE FOR A MINIMUM OF A 3-YEAR PERIOD INFILTRATOR 04 PLUS ASTM C33 SAND GRADATION WIRING DIAGRAMMATIC RAMMATI C 5 THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK CHECKED BY- DWI,BEG,KMS HOPE VALVE BOX STANDARD LOW PROFILE TOP SOIL NTS C-1 C-1 COUNTY DEPARTMENT OF HEALTH. RISER AND COVER NATIVE BACKFILL 5(E1E PERCENT PASSING 6 THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. DATE JUNE 24,2021 100 7. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS 94 95-100 B. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE '3 "> 18 8o-100 CONTROL PANEL TO THE JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 PVC PIPE CI SEWER PIPE, PVC PIPE D3034 r % N s 116 50-B5 ALL PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT TYP SDR 35 r'� ,Ct �' i 130 25-60 9 ESTIMATED INVERT ELEVATION.CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATION SCTMs 1000-52-5-23 •.7 34 - ENA CAP 15o 50-300 OF THE INVERT OUT OF THE HOUSE PRIOR TO THE INSTALLATION OF THE SEPTIC SYSTEM. CI 225•BEND i 36" DISPERSION 1100 C 10 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES TO OWTS i ,TRENCH 2' LATERAL,TYP 1200 <5 10. CONTROL PANEL TO BE PLACED ON AN 18-INCH HDPE PIPE PEDESTAL PLACED VERTICAL AND �.�yr SET 2-INCHES ABOVE GRADE TO PREVENT WATER INTRUSION FROM �2r�. %.C/,�'r 2�-�''<Gi• it A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE]/A OWTS THE 1/A OWTS ^�`�` PROJECT NOTES DWELLING SECTION SANDY LOAM W/ SHALL VENT THROUGH THE SEWER PIPE NO ADDITIONAL VENTING IS REQUIRED GRAVEL REPLACE AND BUILDABLE AREA- 21,125 SF(23,3499 LOT AREA-2,2248 SF WETLANDS) 1L THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO ALLOW THE PIPE TO DRAIN IN WITH ASTM C33 SAND PLACE OH TFE LOT COVERAGE, PERMITTED 4,225 SF (21,125 X 20%) BETWEEN PUHA'CYCLES CI WYE NATIVE BACKFILL EXISTING• 2,201 SF ADAPTOR AFTTEER DISTRIBUTION TRENCH 8 PERFORATED LATERAL PIPE SNNAPPOONW`T" 13 SSQUIRTT TDE ESTI TO DOCUMENT VINs REQUIREMENT IHE END S MELT.LATERAL CONTRACTOR SHALL DO A HORIZ BEND W/1/8°ORIFICE AT 2'OC STANDS,TYP WICK4 PLUS STANDARD LOT COVERAGES 14 EMERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 O'CLOCK POSITION 10 ALLOW THE SEPTIC NTS C-1 C-1 -_ 1.IST BOOR•PORTICO 519 LATERAL TO DRAIN IN BETWEEN CYCLES PLACE AN ORIFICE SHIELD UNDER THE PIPE AT -" LE 7 AT 12 O'CLOCK POSITION LOW PROFILE CHAMBER 2.PROPOSED PORTICO•193 SF i4 0 3 GAZEBO•80 SF THE LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING NTS C-1 C-1 SOLID M PVC PIPE Ctf -.X'" a_ `T ,-L• uL 3 PVC VALVE BOX 5 WOOD DECK•294 SF ^� 4 REAR CONCRETE PLATFORM•106 SF OWTS LEGEND FFE-FINISHED FLOOR ELEVATION NSF-NATIONAL SCIENCE FOUNDATION DISCHARGE - -- -- ---_- � TOTAL COVERAGE•3,55315 SF/16.795 i) FG-FINISHED GRADE NTS-NOT TO SALE IN 'EMs'- SWEEP 90 WITH II J ASTM-AMERICAN SOCIETY FOR TESTING FOB-FACE OF BUILDING NYS-NEW YORK STATE € THREADED END CAP IMPERVIOUS COVERAGE -MTI- 1.FIRST FLOOR•288015 SF 1 BOT OTERIO S RAL-GALLONS V-GALVANIZED OWTS SYSTEM OPWASTEWAIF3R TPEAIMFNT SUE NOTE 13 2 PROPOSED PORTICO•193 SF CB-CIRCUIT BREAKER GPD-GALLONS PER DAY PS-RAMP BASIN L1 �CAPS TYP 3 FRONT WALKWAY•146 SFAND LS d CI-CAST IRON GW-GROUNDWATER PT-PERCOLATION TEST r`M<✓P dam^''-'�°'^'`c+'t,• � 5/32°CAMERAL DRAIN ORIFICE 4.ASPHALT DRIVEWAY•520 SF 2021 COMM-COMMUNICATIONS HOPE-HIGH DENSITY POLYETHYLENE SCDH-SUFFOLK COUNITY DEPARTMENT OF "� !:'¢'3'�^.-,P.,3`"� 26'MIN 5 GAZEBO•BO SF AUG 2 3 DT-DISTRIBUTION TFENCH HEGE-HIGHEST EXPECTED GROUNDWATER HEALTH REMOVE UNSUITABLE SOILS AT 6 O'CLOCK SEE NOTE 14 G.REAR CONCRETE PLATFORM•106 SF ' m EG-DRY WELL ELEVATION SCT--SUFFOLK COUNTY TAX MAP TO MSPANDC33 REPLACE WITH 7.WOOD DECK•294 21 E6-EXISTING G20lRA IE-INVERT ELEVATION SCH-SC}EDIA.E ASTM C33 SAND TOTAL COVERAGE•421915 SF/19931 EL-ELEVATION LF-LINEAL FEET SDR-STANDARD DIMENSION RATIOl/^AGE ^c_ o ELEC-ELECTRICAL LP-LFAWNG POOLS SF-SQUARE FEET DISTRIBUTION TRENCH C iBC 1 K Y_ W CALLOUT PNtIVIFR �i}J!( Tna�iPOs EO-EQUAL MAX-11ST-SEPTIC TAN( NTS ET-EXPANSION TRENCH MIN-MUNIMUN TYP-TYPICAL m EXIST-EXISTING HAVD-NORTH AMERICAN VERTICAL DATUM UG-UNDERGROUND Y Z Z-DETAIL LOCATION SCDH APPROVAL 3 x 0 Project Number 21-114 Pump Basin 495 w Project Name 495 Bayview Pump Sslsetlon for a Pressuriaod System-Smsle F—ay Resi4eme Prelea SC1MV 100D52-5,23 Diameter 2�ft e�a'rY{°" BAYVIEW mWater Demi 624!b/ HydroAetion AN400 Low-Pro Calculations Weight of Pum Basin DIM, n,so.1.. o' De thofPumpBasin(TapDev•BotElev-DeadmanPenetmbon 7,75 t ,."`°', f°' ,. ' ' ' ' AVENUE zpmts Symbol Equation .a III + i Tank and Groundwater Elevations _ w UndPaameters v.•ee,v.a,er J ` Height 72 m H UPretreatment Tank Bottom Diameter s0 fn I Dva To of Pum Basin Bevatian 800 fn's �' I I Pretreatment Tank To Uameter SLZSm D Bottom of Pum Balm Devotion 000 t ""�"' t Treatment Tank Bottom Diameter 72 m Ore yr+Dva z, ~ i (° 4 ) Half Groundwater Elevation w Treatment Tank Top Diameter 76m D,r p= 12" ® ' Weight 920@s W Dir+Dr I I HAMLET OF I Pretreatment Tank Volume B3 B7¢ YP _( 4 �_•<•fl r b, _ S SOiJTHOLD Treatment Tank Volume 17920 VT Vr 12a �'•'� T P EL V w�.a�P:" r c I ' Volume Total 26307¢ V V=p+Vr Riser Height tam TOWN OF PUMP BASIN location in Sod GW ELEY _ ,.�,,,,•„ ,,, n i OPERATING POINT SOUTHOLD a Rim Eley of OVM 8.3 MD iA - Fnew,mxwtaw c' - BottomElevofOWiS 0.3 HEGE Ls BOT ELEV Pre ared BDe th Suhmerged L2h Ds=lyse-Hvc � m_b1"' 1w p S'' Sal Parameters 110=1l-Ds Height of Dry Soil 68 110 _f7 CONCRETE i --� - I o Height of Wet Sod 12ft ff., Ii 11° DEADMEN wv.,.. u w ' t i w 12- 0lsplaced Ware, n=v,Ds Buoyant Force t I _ i kTFEngineering,PLLC UVolume Displaced 52 61¢ a r 11 1s m v so I P.O.BOX$96 tv Buoyancy Force 3284 62 B H=p•6243 GroundwaterPenetradon GWEIev-BotElev-Deadman Penetration 175 raa.°^aoel®"0 SAG HARBOR,NY 11963 Area of Pum Basin PI x D^2 q 3 14 t Deadman and Sall Forces Ivolume of Dis lacedWidthz Len xGW Penetration 55 ^3 z Pretreatment Tank Buoyant form(Vol x Water Density) 34316 v,•„voeu t•s•b w Inside Col lar Diameter Spm D, Collar Width 6m IN psv=Ha' l Z4 J 'n-\24J •n Concrete Deadman Force ^''m110O6�Y1Q'" aea.,. OF NEW Collar Bottom EL 11 ft CPn v®m.oe.•. I yP O �1� Volume of DrySoil 498¢ Vos 2•Y! +D \z rD lz 1 Deadman Dame ter(cb 3 t e,,..••^1.••. Volume of Wet Soil 4.2¢ wsv Vy�=1f+y•�k 24 1P1•n-\241 •nI Zed, Diameter h) 200 t o.,9w• + + o- Unit Weight of Soil 120 Ib/ Ys \ // // Depth of deadman dl 0.5 ft C , Weight of D Sod SM.Ib W sv Wasv=Vase•Ys Pum Basin Penetration d2 R25 t ,� o axis° Effective Wei ht of Wet Soil 24016 Wwv KY (Vivsr-62 43) y. Volume of concrete PI'cb^24•dl-PI'b^ 4•d2 275 t^3 qy ps. Net Welghtof Soil 6221@ Wsr WS WDSP+K6 Concrete Density 1450lb/t"3 vE55IW^ 08/162021 7 OS 56 PM Submerged Cone Density Cone Densit -Water Demi 826l6J t^3 i Deadmanand Soli Forces Deadman Weight(Volx Submerged Concrete Dense 2271 lb mTreatment Tank ®renal Imide Collar Diatmeter 72m Drr 2•WR+Dzr z JDzrlz Soil Forces Collar Width 6m W� Vasr=Hn•�( 2M1 ) •n-\2M1/ •'<� Collar Bottom EL 11 ft CTEL \ Dry Solis Volume ofD Sod 694 Vosr z z Dead man D,ametercb 30ft Volume of Wetlrnl 5.9¢ wsr yysr=H11.•.((2 24 •n-(Z�1•r Pum Basin Diameter b 20 t Umt Weight of5od 12D lb/cf Ys l J 1 f Area of Sail Column Area of Deadman-Area of Pum Basin 3.9 t^2 Weight of Dry Soil 8332@ Wsr Wsr=usr•ys Dry Soil Density 11016/[^3 SCALE:PER PLAN Effective Weight of Wet Soil 33916 IV' Ly,(.,.=(V�v�-62 M13)•ys Depth of Soil To Elev-GWEIev 65 t PUMP BASIN HEAD LOSS CALCULATIONS 3 JOB NUMBER. 21-114 Net Weight of Soil 867116 n Wsr=IV—+Wier Volume of Dry Sods lArea of Soil Column•DrySoil Depth) 25.5 ft - C-2 Dry Sod Anti-Buoyancy(Vol x Dense 280816 Factorof Safety Buoyancy Form on OWES 1 3284 62 @ D Saturated Soils Total Weight Resisting 1489L9 @ W W=Wsr+Wsv Area of Sol]Column Area of Deadman-Area of Pum Basin 3.9 M2 lY D Sod Dense 110 lb JM3 Factor of Safety 4530X FS FS=� Saturated Soil Densit Densit -Water Demi 476 M3 — Noaddit(onal ballastneeded De th ofSaturated So lis GWEi-Dot EI-De th of Deadman 125 -- VolumeofSatu-led Sols Area ofSml Column'Saturated Soil De th 49 M3 Saturated Sod A1__SuD an Vol x Dense 23416 OURARBER ACCESS LID FLO24G W/RG24 SAFETY OPEN DISCHARGE PUMP TO — GRATE TO GRADE OBTAIN GRAB SAMPLES — Force Summation Buoyant Force 343 to ORENCO SPLICE BOX SBEX1-4 — PUMP BASIN DISCHARGE ASSEMBLY 1 BA6nl REVISED COVERAGE CALCS ResntantForces MODEL PB2472 HV125 W/DRAIN HOLE NO DATE DESCRIPEON Pum Basin Wei ht 016 W/f RISER B AND BALL VALVE Deadman Wei ht 227 Ib ADAPTOR TO DRAWN BY EDZ HYDROACTION AN400 LOW PROFILE BUOYANCY CALCULATIONSDry Soils 28M lb FROM DRAINFIELD DESIGNED BY* EDZ - C-2 saturated Sods 2341b owls CEPEX PVC TO HDPE ADAPTER CHECKED BY. DWR,BEG,KMS Total Resistant Farces 3269/6 ON Buoyancy Factor of Safety Calculations DATE JUNE 24,2021 ORENCO DISCHARGE Buo and Force 3431h PUMP MODEL PF2G0511 OFF n Resistant Forces 326916 11 SCTM$1000-52-5-23 FactorofSafe (Resistant Force/Buoyant Force) 1 9530X CAST-IN-PLACE CONCRETE DEADMAN P BRED PRfOR TO PUMP BASIN INSTALLATION PENETRATE PUMP BASIN 3°INTO DEADMAN PUMP BASIN BUOYANCY CALCULATIONS rTPUMP BASIN r4 C 2 NTS G,G 2 SEPTIC / 3 SITE PLAN w JRv a AUG 2 3 2021 SDllith d Town —2 Boar'cl Trustees SCDH APPROVAL LIPAINACE SYSTEM CALCULATIONS ROOF AREA: 2,712.5 sq. ft. ri E I V E ®TEST HOLE 2,71 cu. ft. it. X 0.17 = 461 cu. if. ' V SURVEY 0 F 461 cu. ft. / 42.2 = 10.9 vertical it. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS 3 'TEST HOLE DATAPROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: 1 2021 L0TS 15 - 18 (TEST HOLE DUG BY SHAWN BARRON, 1✓.S. ON APRIL 7, 2021) MAP OF :? utho►d Town AP SHOWING SUBDIVISION SANDY LOAM W GRAVEL SM ::::.....:: : d of Trustees / OF PROPERTY KNOWN AS :..:::::::.. C�rY) 500 BAYMEW 84 ` ��' AVENUE SUMMER HAVEN 3.9' EXIST WATER ::::::. :: ::: ::. SILT LOAM ML �' METER AND "°:.d,:,:,»'::. 9 IMPROVED 4.4' N� ": (PRIVATE WELL) FILE No. 1133 FILED JULY 5, 1933 SUPPLY TO REMAIN v/ ? . "�PROP UGELEC ' SI T UA TE ?..??: . .. ` ::::n `ii... .. . / ARSHAMOMAQUE EXIST ASPHALT DRIVEWAY TO BE REMOVED , r LUT ' Q ry NIXED SAND W/GRAVEL SP . / TOWN O F S O U T H O L D EXIST UTILITY POLE O . R o TO •.:� 'x ��y� � ;� : /'' SUFFOLK COUNTY, NEW YORK o EXIST ASPHALT DRIVEWAY TO REMAIN �' ""''... ..`,�.."' S,C, TAX N O. 1000-52-05-23 vy./ �i ,c EXIST IRRIGATION i'.:: ;: :;i Lor f7 ;'; ♦ 6_ �s Y :::::.. » > WELL TO BE ABANDONED \TEST / ' >:> .. ...... SCALE 1 =30 15' HIGHEST EXPECTED GROUNDWATER "� i 'i !' ♦ / HOJ� / / ...... "` ". DECEMBER 23, 2020 PROPOSED 1 / ; x pyc9dADDITION .... ' . . . .. / 18' NO WATER ENCOUNTERED •f / d '...... { : / ::B:4i'1 Ex1sr 69 / — 21 , 2021 ADD CERTIFICATIONS GARAGE \,� ' �' FLAGPOLE TO , 6 / �� ;'o �' JANUARY ;� ... ` .. REMAIN x - 2021 STAKE PROPERTY LINE GRADE f \ 742 Gel- FPROP s.Fl � � _s� ! .� .;:.: � . Q ° ; / / �� . � JANUARY 28, , ,= 416 LOCATE WETLAND FLAGS '' v ��'� ^ ` .::3:ii:}i:ii.. •(r ..A. .. i;, ♦ // LO'� O► ,,'.:O'Le� �°° "•�J�' \\�° -��,. ,•.:.•:.•:.•....•.:`'� ��G�df /' / JUNE 13, 2021 ADD PROPOSED G f C ; T y1 : lb- ;l;: >' ti AREA = 23 349.9 s . ft. EXIST FENCE *' 1::;:;::: ..:.:,. ro / •O. 9 o : ", y ,r. :•:•• ,o.p ,% LrO' ' .536 ac. TO REMAIN, /,�\ e s TYP V /� \��• . P�oP��Q-% ��' o��o NO' ''� /' '�" AREA = 21,664.8 s ft. TO HIGH WATER o.. ♦ Q1 9 751ao Fd' e�? h 6;..,� .497 ac. 6.5 1 `V!S,E��aF; 'A•p Ja�Q91,9 S!•1• ..::.j•.. COP / `•` j f i:' . y�r s iOG d••';:::::'` / // �,Tg 350 BAYVIEW NOTE' 7.42 OFJ`> J2 y�j 1y`a�2 P / - AVENUE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM LOT f4 IMPROVED EXISTING ELEVATIONS ARE SHOWN THUS: xo4 ootid 5.54 , ri/' �F{c��oP . 32AVENUEEW WELL 150RIVATE WELL)O 2. FLOOD ZONE FLOOD NSURANCERMATION RATE MAP No. 36°103CO159 H �G �,� °/t°/ \2V Qg GOe�Qy •1�.:..`......i5��� / VACANT SUBJECT PROPERTY y / ZONE X: AREAS OF MINIMAL FLOOD HAZARD C2 y ° ! ' '' / / �''"� ZONE VE: COASTAL FLOOD ZONE WITH VELOCITY HAZARD (WAVE ACTION) 900,y ,'O "1 � / PROP UG AIR, ELEVATION = 8 ,/• o`'``va ; 's\ / �� COMM AND ELEC 3. EXISTING 2 STORY SINGLE DWELLING W/PARTIAL BASEMENT dl: PARTIAL CRAWLSPACE G� 40 t �% // LINES TO OWTS TO BE REMODELED. �' o� / Q�°o� (, /Y F/ NOTE: LOCATIONS AND EXISTENCE OF ANY 546 ;7 p �:i::•:� \ /X / CONTROL PANEL SUBSURFACE UTILITIES AND/OR STRUCTURES FLAG /1 ' x ;;/bk 7 E8X 11 / / / NOT READILY VISIBLE, ARE NOT CERTIFIED. \�yJ EXIST WOOD �j/ /ro 3 6 ' G RAMP AND DECK / -ry / THIS SURVEY IS SUBJECT TO ANY EASEMENT /�//V/ y / MO L L M DEL METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS TO REMAIN 1/ / / WHICH A TITLE SEARCH MIGHT DISCLOSE BUILDABLE AREA 23,349.9 SF — 2,224.9 SF (WETLANDS) 53 PROBST DRIVE �/ '� // "UNAUTHORIZED ALTERATION OR ADDITION TO A 3.44 p/ = 21,125 SF SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S ' / //1�� PERMITTED — 20% OF BUILDABLE AREA SHIRLEY, NY 11967 SEAL ISA VIOLATION OF ARTICLE 134, SECTION F '` .2021,125 = 4,225 SF 100 � 7209, SUBDIVISION 2, OF THE NEW YORK STATE WETLAND FLAG j_ of- ;'40 / FLAc #4/ �/ / PHONE (516) 972-5812 EDUCATION LAW" FLAG M3 / / / EXISTING LOT COVERAGE PROPOSED LOT COVERAGE surve d�de0o tonline.net y p "Copies from the original of this survey map —6�•� WETLANDS AS FLAGGED BY not marked with on original of the land STAKE SET :' ? l / SHAWN M. BARRON, M.S. HOUSE — 1,824.8 SF HOUSE — 2,513 SF �� � 9 .� surve ors inked seal or his embossed seal S tii F ON JANUARY 25, 2021 DRIVEWAY W/CONC — 1,856 SF DRIVEWAY — 864.3 SF y LOTS: 23 BLOCK:05 SECTION: 52 DISTRICT:1000 shoo not be considered a valid true copy. � ?O DECKS — 324 SF DECK — 294 SF "Certification indicated hereon signify that j LAMP POST O 6 CELLAR ENTRANCE — 32.5 SF PORTICO — 193 SF MAP SHOWING SUBDIVISION OF this surveywas prepared in accordance with // SAG REAR CONC. — 105.5 SF REAR CONIC. — 105.5 SF MAP OF: the existinCode of Practice for Land Surveys • IRON PN FOUND o. �� �' cnzEBo - so SF cnzEeo - ao SF PROPERTY KNOWN AS SUMMER HAVEN adopted by the New York State Association of ° FRONT STOOP/WALK — 170.2 SF CONC. ALONG GAR. — 93.2 SF Professional Land Surveyors. Said — SIGN TOTAL = 4,393 SF FRONT WALK — 77.3 SF SITUATED AT: ARSHAMOMAQUE certifications shall run only to the person qF NF,T, 'fj 4,393/21,125 = 20.80% TOTAL = 4,187.3 SF for whom the survey is prepared, and on his `L 4.187.3 21,125 = 19.82% TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title company,CONIC. MON. FOUND � /-,.� h / p y, governmental C3 CATHERINE A. CAHILL agency and 'slending re oinstitution. n tituti transferable to ti UTILITY POLE w ::. CHICAGO TITLE INSURANCE COMPANY ad t 'nstitutions or subsequent owners." WATER METER °—""`"¢% CERTIFIED �ril:h.. o FLAGPOLE V TO JOB NO.: 20-412C JUNE 13, 2021 i CAHILL Property Situate:495 Bayview Ave. ■Southold, NY• 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 18th, 2021) q v' i i L j wait■� Ay■ 'i Iill'rG. ,■■■ w k IMMENSE Y 4 r , The photograph above (taken facing southwest) depicts the marked-out location of the seaward most component of the proposed IA/OWTS Septic system. CAHILL Property Situate:495 Bayview Ave. •Southold, NY • 11971 SCTM#: 1000-052-05-023 (Photographs taken on June 18th, 2021) i t WN, i l - _A The photograph above(taken facing west) depicts the proposed location of the easterly most comer of the northerly most proposed addition. CAHILL Property Situate:495 Bayview Ave. •Southold,NY • 11971 SCTM#: 1000—052—05—023 (Photographs taken on Jnne 18'", 2021) L: :a ;4 i y !� ' s.A^.;i; M. rM 4 r �PM► ! M r AM The photograph above(taken facing northeast) depicts the proposed location of the easterly most corner of the northerly most proposed addition. CAHILL Property Situate:495 Bayview Ave. •Southold, NY• 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 1811, 2021) 4 r„ 777, , 1 P , r } F. ,r .1 s e.a sa _ -•.{::meq, The photograph above (taken facing east) depicts the marked-out location of the seaward most component of the proposed IA/OWTS Septic system. CAHILL Property Situate:495 Bayview Ave. •Southold, NY• 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 1811,2021) r .. r R' iy+.f� \�'- � •�eV r ! � +p���! y+' � �N't t.{i�A -.4 '�7 ��� � '� ��. �, �� ' •, � .� M °,fir i 1 QQM1A i The photograph above (taken facing north) depicts the adjacent tidal wetlands and existing bulkhead along the southwesterly portion of the subject parcel. CAHILL Property Situate:495 Bayview Ave. •Southold, NY - 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 181h, 2021) AL h h , ,.: 'r.r_.,• :. .. „� ,.;,...: _ .. _,.r. .:. - ..,...:; .. }". .ice; WIN.. .. The photograph above (taken facing west) depicts the adjacent tidal wetlands and existing dock along the southwesterly portion of the subject parcel. CAHILL Property Situate:495 Bayview Ave. ■Southold, NY■ 11971 SCTM#: 1000—052—05—023 (Photographs taken on June 18th, 2021) \, 10 c.. n rte.. f - 4 The photograph above (taken facing east) depicts the marked-out location of the proposed southerly most house addition. CAHILL Property Situate: 495 Bavview Ave. • Southold, NY • 11971 SCTM#: 1000-052-05-023 SITE LOCATION1I SITE • • 0<-t&oa t8/ •t 'b �% FOR PLL tq g,"iO aY16U0 � ��� l�f, � �•. "-P '" + � •�\ � MfLE a14d.9 4. _ 0600 .'i ` �• P 4 x, � .'•4•a «•°t� a e'. x1.t • F / k•• •,� O 2 tate-zo ��. a usao�. a xo., fi e ♦ ge v9 /"/ r ��•\4 • l I 'A a (RESEiNEOK <.Wd < �Oe:♦ v! � _ k A )a 0 � �p —...,w°PuroawF—ND)R°) 4 •� `t``. p'b 9< �-- 1/. I tse t t.ak1 Q 1 •, /a0E - 1.Wd H)IEP,aON---af' 1 aNcl Y!t 1. S�M1 (1 Q ry/' • ��� W aartd I / t '• .5.��'ay ' w64d ISS I \ ) OF—— Lo '.T. <o�.r�ioxu6m6 9StM I c all 7 Z O ,,• ,L.� = `"FQR PLL tq. .\ _ , �2: ta,< .[ aEE sEc Ko. �-_..,e,r• - rote tteL no. w T Fs�� ,t . 'f,�, '� ry � ���.;�..t -,tS.!b�•>"�-'41. yrs• Lpp,C �••- \` _ aEE 6EL�N°.Ora '/SEE 66G.NO.696 L w m.. ..m wew•artsv m<sv — �o E •�«�°�'�..� �....� r ,:,�.u,A COUNTY OF SUFFOLK O rioncE E 1600 sEcnww-.� Real Property Ta:Service Agency E — —— —— —— w e<srn9ccouma uaan 6nAmairn '� 6xd a0U)NOLD SL ° `""'—--�—— —---^—— ""' --- r,,. a» d a �a�P,aoet�9LnLEPf P� --®-•- a a"1� OFFICE LOCATION: x., ��, ��� �w MAILING ADDRESS: Town Hall Annex ° P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) p Southold NY 11971 �a Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 10, 2022 Re: LWRP Coastal Consistency Review for CATHERINE CAHILL SCTM#1000-52-5-23 Suffolk Environmental Consulting on behalf of CATHERINE CAHILL requests an Amendment to Wetland Permit#9994 to demolish existing dwelling (project meets Town Code definition of demolition) and construct additions to the northerly corner of the existing dwelling (416sq.ft.), easterly corner(138sq.ft.), southerly corner(140sq.ft.), and second floor(345sq.ft.); construct a proposed portico to the landward face of the existing dwelling (193sq.ft.); remove and reconstruct the existing seaward deck in-place; construct a second floor deck (186sq.ft.), above the existing seaward concrete platform; replace asphalt driveway with gravel; install an IA/OWTS septic system; construct a porch along the landward side of the existing dwelling (194sq.ft.); and to establish and perpetually maintain a 10' wide non-turf buffer landward of the existing bulkhead thereon and landward of the tidal wetland boundary thereon. Located: 495 Bayview Avenue, Southold. SCTM# 1000-52-5-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney vo%lf F01 41 John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 " Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., February 9, 2022 the following recommendation was made: Moved by John Stein, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of CATHERINE CAHILL to Amend Wetland Permit#9994 to "technically" demolish the existing dwelling and construct additions to the northly corner of the existing dwelling, easterly, corner, southerly corner, and second floor; construct a proposed portico to the landward face of the existing dwelling; remove and reconstruct the existing seaward deck in-place; construct a second floor deck above the existing seaward concrete platform; replace asphalt driveway with gravel; install an IA/OWTS septic system; and construct a porch along the landward side of the existing dwelling; and to establish and perpetually maintain a 10' wide non-turf buffer landward of the existing bulkhead thereon and landward of the tidal wetland boundary. Located: 495 Bayview Ave., Southold. SCTM#52-5-23 Inspected by: John Stein, Maggie Merrill Vote of Council: Ayes: All Motion Carried OFFICE LOCATION: � 1 MAILING ADDRESS: Town Hall Annex � �� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 I Telephone: 631 765-1938 Vu C� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 13, 2021 Re: LWRP Coastal Consistency Review of CATHERINE CAHILL SCTM#1000-52-5-23 Suffolk Environmental Consulting, Inc. on behalf of CATHERINE CAHILL requests a Wetland Permit for the existing 1,824.8sq.ft. two-story dwelling with existing 289.96sq.ft. seaward side deck and a 54.0sq.ft. second-floor deck, and to construct additions to the dwelling consisting of a 416.5sq.ft. addition on the northerly corner; construct a 108.6sq.ft. addition on the easterly corner; construct a 140.4sq.ft. addition on southerly corner; construct a 194.0sq.ft. porch along the landward side of the existing dwelling; partially replace t960sq.ft. of asphalt driveway with gravel; and install an IA/OWTS septic system. Located: 495 Bayview Avenue, Southold. SCTM# 1000-52- 5-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided: 1. The installation of a vegetated, non-turf buffer is recommended landward of the wetland. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney of Fold- � Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 8, 2021 the following recommendation was made: Moved by John Stein, seconded by Shannon Wright, it was RESOLVED to SUPPORT the application of CATHERINE CAHILL to construct additions to the northerly corner of the existing dwelling 416.5 sf., easterly corner 108.6 sf., southerly corner 140.4 sf., partially replace 960 sf. of asphalt driveway with gravel, install IA/OWTS septic system and construct a porch along the landward side of the existing dwelling. Located: 495 Bayview Ave., Southold. SCTM#52-5-23 Inspected by: John Stein, Caroline Burghardt, Shannon Wright The CAC Supports the application with the condition the driveway is replaced with all pervious materials. Vote of Council: Ayes: All Motion Carried i Suffolk Environmental Consulting, Inc. Newman Village ® Suite E 2310 Main Street ® PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 © f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED !ID EC E I V E August 20th 2021 (, AUG 2 3 203 Board of Trustees Town of Southold Sou h3ld Tvjn B W of T. st=es P.O. Box 1179 Southold, NY 11971 RE: CAHILL Property— Supplemental IA/OWTS Septic Plans Situate: 495 Bayview Avenue • Southold, NY • 11971 SCTM#: 1000—052—05—023 Dear Members of the Board, This Firm represents the owner of the above referenced property, who has sought your Board's approval to improve upon the subject parcel in a residential manner. In order to supplement the application for the subject property, attached herewith please find four [4] copies of the Sanitary Site Plans, prepared by T.F. ENGINEERING, PLLC, last dated June 241h, 2021. Thank you for your time and consideration regarding this matter. Should you have any questions or concerns pertaining to this application or its contents, please feel free to contact this Office at any time. Yours Truly, Robert W. Anderson (enc.) S v 1 r Suffolk Environmental Consulting, Inc. Newman Village ® Suite E 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED ! July 29th, 2021 ;I `='-_ EI V �� 1 Board of Trustees j JUL 3 Q 10I Town of Southold j P.O. Box 1179 Scuf`:I T0�vn Southold, NY rd of iri tL 11971 RE: CAHILL Property—Addition to Project Description Situate: 495 Bayview Avenue • Southold, NY • 11971 SCTM#: 1000—052—05—023 Dear Members of the Board, Kindly revise the project description for the subject property to include the construction of a porch (193.0 sq. ft.) along the landward side of the existing dwelling. Thank you for your time and consideration regarding this request. Please feel free to reach out to this Office at any time. Best, . Robert W. Anderson Cantrell, Elizabeth From: Robert Anderson <robert@suffolkenvironmental.com> Sent: Friday, August 27, 2021 9:52 AM To: Cantrell, Elizabeth Subject: Re: information request Hi Liz, Now that I have the file in front of me, here are the requested square footages: • Existing Dwelling: 1,824.8 sq. ft. • Seward Deck: 289.96 sq. ft. • 2nd Floor Deck: 54.0 sq. ft. Robert On Thu, Aug 26, 2021 at 3:24 PM Robert Anderson<robert@suffolkenvironmental.com>wrote: Absolutely, I'll get it to you ASAP On Thu, Aug 26, 2021 at 3:06 PM Cantrell, Elizabeth<elizabethc@town.southold.ny.us>wrote: Hi Robert, Can you please get me the approx.. square footage footprint of the existing dwelling, existing seaward side deck, and existing 2nd floor deck for your application on Cahill, at 495 Bayview Ave., Southold. Thank you. Senior Office Assistant Town of Southold i � Ij Board of Trustees i ; j Office: 631-765-1892 i Nfichael J. Domino,President Town Hall Annex 54875 Route 25 John M.Brederneyer III,Vice-President P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith Telephone(631) 765-1892 Fax (601) 765-6641 U.; A. Nicholas K4rupald z BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application X Wetland Permit Application —Administrative Permit Am en dm ent/Trans fer/Exten s'on V,e Received Application: .ZIA Received Fee:$ ZSD,OV completed Application: 1 Incomplete: SEQRA Classicatio D ,E C E W fiE_ Type IType 11 Unlisted i — oordinaton:(date sent) JUL 2 1 2021 WRP Consistency ten Assessment�Form. __o CAC Referral Sent. Date of Inspection: Southold Town Receipt of CAC Report: Board of Trustees Lead Agency Determination Technical Review �LPublic Hearing Held: Resolution: Name of Applicant Catherine Cahill Address 495 Bayview Ave.- Southold, New York - 11971 Phone Number: (631) 236-8940 Suffolk County Tax Map Number: 1000—52-5-23 Property Location:—495 Bayview Avenue - Southold,NY - 11971 1,067.7' southeast of Colony Road (provide LILCO Pole#, distance to cross streets, and location) AGENT: Robert W. Anderson- Suffolk Environmental Consulting,Inc. (If applicable) Address:— P.O. Box 2003; Bridgehampton,NY 11932 Phone: (631) 537—5160 J Board of Trustees Application GENERAL DATA Land Area(in square feet): 23,349.9 fe Previous use of property: Residential Intended use of property: Residential w/additionsand IA/OWTS Covenants and Restrictions: Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes x No If"Yes",please provide a decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s)on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees Department Permits 1945 (May 1 1985) No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): Applicant proposes to Construct additions to the northerly corner of the existing dwelling (416.5 sq. ft.), easterly corner (108.6 sq. ft.), southerly corner (140.4 sq. ft.), partially replace ±960 sq. ft. of asphalt driveway with gravel, Install IA/OWTS septic system and construct a porch along the landward side of the existing dwelling (194.0 sq. ft). r Board of Trustees Application r WETLAND/TRUSTEE LANDS APPLICATION DATA Purposes of proposed operations:, provide the owner with additional living space, and upgrade existing sanitary system Area of wetlands on lot: 1,685 f square feet Percent coverage of lot: 7± % Closest distance between nearest existing structures and upland edge of wetlands: 0.0 feet (Existing Dock) Closest distance between nearest proposed structures and upland edge of wetlands: 40.5 feet(Proposed addition) Does the project involve excavation or filling? No X Yes If Yes,how much material will be excavated? ±355 cu.yds. ti How much material will be filled? N/A Depth of which material will be removed or deposited: 8 feet Proposed slope throughout the area of operations: none Manner in which material will be removed or deposited: backhoe and/or small front end loader 1 Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Wetlands stand to benefit from the proposed activity, in that, the proposed IA/OWTS septic system is 61Z20 Appendix Il Short Erni-o►nnental Anessment Froin Instnictions Mor Completing Part I-Project information] The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application-for approval or landing,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Pact t. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 - Project and Sponsor Information MName of Action or Project: _ CPAHILL Property Project.Location(describe,and attach a location snap): 495'Bayview Ave. Southold,°, Brief Description of Proposed Action: Applicant proposes to improve upon the subject parcel by constructing an addition to the northerly most corner of the existing dwelling, an addition to easterly corner of the,existing dwelling,"an ,addition to thersoiithern most,corne'r"of the'existing d,vef°ling,,a front,PQrch,:ref,i'iniing a`portion the existing asphalt driveway, and by installing a new IA/OWTS.Septi' system_thereon. Name of Applicant or Sponsor: - Telephone: (631):337-5160 �. Robert W.Anderson@ Suffolk Environmental Consulting, Inc. E-Mail: --------- - ---- --------------------------------- --------- � �C3ruce@suffolkenvirorernentarl.cbm _. Address: P.O.t3ax zoos ___---- City/AU: State: Zip,Code e--Y,— P --mm-r....F'.v ^i"'e vYi y�s._.n a»sr.... �„ «vrWm-mvn+m. .n-.-ywr• ..n.--a-,... [3cidghampton 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinances NO VES administrative rule,or regulationT If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 0 may be affected in the inunicipality'and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approwal or funding from any other governmental Agencyf? vO VES _if_Y_es.list agencyfs)_name.and-permit.or-approval:—__ ---._ — ___ ❑ ❑ Town.of Southold Board of Trustees Approval, NYSDEC Tidal Wetlands Permit 3.a.Total acreage of the site of the proposed actions .536= . acres b.Total acreage to be physically disturbed? L5 0,oi acres c.Total acreage(project site and any contiguous properties)owned _ or controlled by the applicant or project sponsor'# _.536 'acres 4. Check all land uses that occur on,adjoining and near the proposed action] ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑sorest ❑Agriculture ®Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5, 1s the proposed action, NO YES N/A a.A parmitted use tinder the zoning regtdations'j El El b.Consistent with the adopted comprehensive plan's ❑ E EJ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape's ❑ 7. Is the site ofthe,propposedyaction Ippated,in,-ordoesvitadioirt.tstate_listed Critical_Environmental_Are?w� NO YES If Yes,identify., PeconiceBay and its environs„^_._,,,_.�.__�.�.,_..�.,...� Ukki 8. a.Will the proposed action result in a substantial increase in traffic above present levelsl NO YES El El I b. Are public transportation service(s)available at or near the site of the proposed action? Q 13 c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ® ❑ 9.Does the proposed action meet or exceed the state energy code requirements 11 NO YES If the proposed�action will exceed�requirements,describe design feattues.and technologies: - F-1 El 10. Will the proposed action connect to an existing public/private water supply: - - NO YES 71f-No,describe.method.for_proyidinp-1 potable water: . JA I -T1.Vill the proposed action connect tocxi§tiny yO YES if No,describe method for providing wgstewater treatment: .ProWosed IA/OWTS Septi�aSystem -: � " .. = w= 12. a.Does the site contain a structure that is listed on either the State or National Register of Historicl O YES Places?l ® ❑ b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency4 El FX1 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody_and extent of alterations in square feet or acres: '14. 1dentify the typical habitat types that occur on,or are likely 6 be fotindon the project=site' Check all thiif apply: ®Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ®Suburban 15.Does tite site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered) ® ❑ 16.Is tine project site located in the 100 year flood plain] NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, rX Ela. Will storm water discharges flow to adjacent properties? ®NO [:]YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: Run-off to be directed to drywells by way of gutters, leaders and downspouts. Page 2 of 4 18.Does the proposed action include construction or other activities that result in tic impoundment ofl NO YES water or other liquids(e.g.retention pond,waste lagoon,dant)? If Yes,explain purpose and size: �'--,77`7 7 7�7� 77-'F Zr -f§rH"z t iesiteo t e propose action or, Of anactive'6i c OSWI is-ilk-"'J­f"fi" ng property NO YES solid waste management facilityl If Yes,describe: 47, "'-7PZ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing orl NO VES completed)for hazardous waste's If Yes,describe: Ir El El 7�'��,�777-7"- 7, 777-7M,7� I AFFIRM THAT THE hNFORMATIONI PROVIDED ABOVE 1S TRUE AND ACCURATE, TO THE HEST OFMY KNOWLEDGE Applicant/sponsorriame: be�11. dersoSuffolk Environ.Consultin Inc. Date;line Signatur Part -Impact Amcssnient[ The Lead Agency is,responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate V stall to large < impact impact may may occur occur 1. Will the proposed action create a,material conflict with an adopted land use plan orzoningl regulations" 0 2. Will the proposed action result in a change in the use or intensity of use of land's n. E] 3. Will the proposed action impair the character or quality of the existing communityT LI J 4. Will the proposed action have an impact on the environmental characteristics that caused they establishment of a Critical Environmental Area(CEA)T El S. Will the proposed action result in an adverse change in the existing level of traffic oq affect existing infrastructure for mass transit,biking or walk%&-ay? El G. Will the proposed action cause an increase in the use of energy and it fails to incorporate) E3 reasonably available energy conservation or renewable energy opportunitiesi 7. Will the proposed action impact exxistingi El a.public/private water supplies? b.public/private wastewater treatment utilities? El 8. Will the proposed action impair the character or quality of important historic,-rchaeologicall r,,—,A — architectural or aesthetic resources) 12 4k E3_ 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetland4 waterbodies,groundwater,air quality,flora and fauna)y Page 3 of 4 No,or N'loderale small to large inipact impact may 111.1y occur occur 10. Will the proposed action result in an inermisc in the potential for erosion,hooding or dra,inage F-A D problenisl I - 11. Will the proposed action create a hazard to environmental resources or human liealtlit FO DI Part- Delerinination ol'siguiricancel The Lead Agency is responsible for the complelion of Part 3. ror every question in Pon 2 that was answered*moderate to large impact may occur".or if there is a need to explain why a particular element of die proposed action may or will not result in a significant adveise environmental impact,please complete Part 3. Part 3 should,in su fricient detail,identify the impact,including any measures or design elements that Irrive been included hyl the project sponsor to avoid or reduce itilpactsl Part 3 should also explain how the lead agency determined that the impact may or will not be siguiricint.l3ach potential impact should be assessed considering its,setting,probability or occurringi duration,irreversibility.geographic scope and magnitude. Also consider the potential for short-term,long-term andl CUIIIUlatiVe impacts{ ElClieck-this box if you have deterinined, based on,the inforniation and analysis above,and any supporting documentation, that the proposed action may IVSU It in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Clieck this box if you have determined,based on(lie information and analysis above,and any supporting,documentation, that the proposed action will not result in any significant adverse crivironnientil impact,,,. SoAAA Rpavl oV qA/' gL_ Mare of Lead Agency Date Print or Type Name ot'Resportsible Officer in Lead Agency Title of Responsible Officer Sgurnfttcs�Pobflic-eriviLe',,tdAien'cy g(littUre of Preparer(if different from Responsible Officer) PRINT::] Page 4 of 4 Board of Trustees Application County of Suffolk State of New York Catherine Cahill BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY 'AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature Signature SWORN TO BEFORE ME THIS DAY OF �«I ,2044 MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK No.01 IV6053859 Qualified in Suffolk County N tary Public My Commission Expires 01-22-SW Zo2; APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of the town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Catherine Cahill (Last name, first name,middle initial, unless you are applying in the name of someone else of other entity, such as a company.If so, indicate the other person's or company's name.) NATURE OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,"name the activity.) Do you personally(or through your company, spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES," complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater then 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thisday o ��► 2021 Signature Print name Catherine Cahill Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, Catherine Cahill residing at 495 Bayview Avenue • Southold,NY • 11971 do hereby authorize Suffolk Environmental Consulting Inc. To apply for permit(s) from the Southold Board of Town Trustees on my behalf. 401,0 14.4/ i 0-2 Catherine Cahill Glenn Goldsmith,President O��SUFFQ(,;-CO Town Hall Annex A.Nicholas Krupski,Vice President r,Z` G� 54375 Route 25 John M.Bredemeyer III CD P.O.Box 1179 Michael J.Domino p Southold,NY 11971 Greg Williams �,hOl p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 27, 2021 Robert Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY, 11932 Re: Board of Trustees Application of Catherine Cahill_ 495 Bayview Avenue, Southold, SCTM# 1000752-5-23 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's-Executive Orders, -this application is now scheduled to be heard by the Southold Town Board of Trustees via a combination of an innperson meeting and videoconferencing on Wednesday, September 15, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. Glenn Goldsmith, President Board of Trustees r� Glenn Goldsmith, President vO�pguFFQ1N Town Hall Annex A.Nicholas Krupski,Vice President C, --a y� 54375 Route 25 John M. Bredemeyer Ill CIO ,? -Y P.O. Box 1179 Michael J.Domino y ��fJ. Southold,NY 11971 Greg Williams " �0( �,a0;r Telephone(631)765-1892 r� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION"& PUBLIC HEARINGS WEDNESDAY, SEPTEMBER 15, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA A ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, September 15, 2021 with the Work Session beginning at 5:00PNI and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are still required for members of the public who are not fully vaccinated. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disaivo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune'in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below: Zoom Meeting ID: 813 4681 5078 Password: 851461 • Telephone:_ Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6 To view the application files please visit: https://www.southoldtownny gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder-, click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,President �QSUfF��'�CD ,� Town Hall Annex A.Nicholas Krupski,Vice President ,� Gym 54375 Route 25 John M. Bredemeyer III y P.O. Box 1179 Michael J.Domino0 r Southold,NY 11971 Greg Williams ? p! Telephone(631)765-1892 dor �a. Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign,the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. ,Board of Trustees Applin !.on PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & S NAME: STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20____, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public Suffolk Environmental (Consulting, Inc. Newman Village ® Suite E o 2310 Main Street PO Box 2003 a Bridgehampton NY 11932-2003 t 631.537.5160 ® f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED September 15, 2021 Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 RE: CAHILL Property—Affidavit of Posting Situate: 3165 Bayshore Road • Southold, NY • 11971 SCTM#: 1000—053—06—07 Dear Members of the Board, As per Southold Town Code X55-1, please find the Affidavit of Posting for the subject parcel attached herewith. Thank you for your time and consideration regarding this application. Should you have any questions or concerns please feel free to reach out to this Office at any time. Yours Truly, Robert W. Anderson (enc.) Glenn Goldsmith,President �p C� Town Hall Annex A.Nicholas Krupski,Vice President ,`�� Gyf,� 54375 Route 25 John M.Bredemeyer III N ' P.O.Box 1179 ZZ Michael J. Domino %�_i Southold,NY 11971 Greg Williams � p!. Telephone(631)765-1892 ��l Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of CATHERINE CAHILL COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE 1,IzabetirW. AV4UX30Vn ,residing at/dba Su Cta1K EnwronrmnW CM50—I1D10 Inc . PA Ttw 200-5 a SMAS-VAIMT 09 Y a 1 14 3Z being duly sworn, depose and say: That on the 3% day of AL�Uyk , 20?t , I personally posted the property known as Lt9S lkhyv i Ew MiS off•1 dk I NY 11171 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 15, 2021. Dated: Sep. Ir ZOZ. Ao- 0&r�eoo_'2 (signature) Sworn to before me th' day of�2 MATTHEW Q. IVANS NOTARY PUBLIC-STATE OF NEW YORK No.01 IV6053859 Qualified in Suffolk County N ar Public My Commission Expires 01-22-2017 %:5P "StNDER: SECTION' . . ON DELIVERY ■ Complete items 1,2,and 3. A. �ne N to c J� 1 ,� ■ Print your name and address on the reverse X ❑Agent C� so that we can return the card to you. ❑Addressee n _9 o D o -0 0 B. Received by(Printed Name) C. Dat ofDelivery o �_ J e o m o o ■ Attach this card to the back of the mailpiece, c o El Z cn m 3 3 �.< 'o E or on the front if space permits. W f 11 3 0 Rp a m 3 � 1. Article Addressed to: D. 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Is delivery address different from item 1? ❑Yes ma E®�M m ' ��1 �OluG0.�8c SUI ,t SC1n�I Ou' If YES,enter delivery address below: ❑No ,3 n n a a m ❑ m ❑ j �, �C.�Q o o NEP oZ o a J `E,� _ Y » _ (DN CL a m II I IIIIII IIII III I it II II I I I I I II III I I IIIIII I III 3. Service TYPE ❑Priority Mail Express@ ❑Adult Signature ❑Registered MaIIrM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail@ Delivery 9590 9402 6580 1028 9719 53Certified Mail Restricted Delivery ❑Signature ConfirmationT ❑Collect on Delivery 0 Signature Confirmation 2. Article Number(transfer from service label) 0 Collect on Delivery Restricted Delivery Restncted Delivery --- - _ ❑Insured Mad „E - i7 11320 2450 00011 8"469 3851 `dMoad Restricted Delivery PS Form 3811,July 2020 PSN 7530.02-00 - _ _ _ Domestic Return Receipt Suffolk Environmental Consulting, Inc. Newman Village ® Suite E ® 2310 Main Street ® PO Box 2003 m Bridgehampton NY 11932-2003 t 631.537.5160 ® f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED September 1,2021 Board of Trustees Southold Town P.O.Box 1179 Southold,NY 11971 RE: CAHILL PROPERTY—Affidavit of Mailing _ Situate: 495 Bayview Avenue • Southold,NY • 11971 SCTM#: 1000—052—05—023 Dear Members of the Board, As per Southold Town Code§55-1, please find the Affidavit of Mailing for the subject parcel attached herewith. Thank you for your time and consideration regarding this application. Should you have any questions or concerns please feel free to reach out to this Office at any time. Sincerely, r Robert W.Anderson ® EC EO WE SEP 3 2021 Southold Town Board of Trustees PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Name of Owners Property Address Mailing Address SCTM#: Jon Nowak 565 Bayview Avenue 197 Raymond St. 1000-52-5-22 Juliana Schillow Southold,NY Rockville Centre,NY 11971 11570 Pratas & Julie Visithpanich 395 Bayview Avenue 19 Dunhill Road 1000-52-5-24 Southold,NY Manhasset Hills,NY 11971 11040 Frank & Colleen Drobny 500 Bayview Avenue 500 Bayview Ave 1000-52-5-40 Southold,NY Southold,NY 11971 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert W. Anderson, residing at Suffolk Environmental Consulting, Inc, P. O. Box 2003, Brid eg hampton, NY 11932, being duly sworn, deposes and says that on the 1" day of September, 2021, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Bridgehampton, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Ow, Day ofK , 20-Z,( Notary Public ^~`��hy, MATTHEW D. 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Er E -� Certified Mad Fee 22 �- $3.7 r w $ ES POS 'C Extra Services&Fees(opp. heckbox,addfee rr p i 0 ❑Return Receipt(hardcopy) $ �1 0 ❑Return Receipt(electronic) $ Postmark 0 ❑Certrfied MffiI Restricted Delivery $ Here L (� ❑Adult Signature Required .$ ❑Adult Signature Restricted Delivery$ rE 1 2021 " C3 Postage tiTotal Postage and Fess"3 tf9/l11 $ x!. ,p ^� ru Sent To Jay) JOowaK iliao�•� �veeianda�t.No.,"rFUBox o.` ----- -- IR7 w - �7y, te. 1p+di® ----------- -i -7—---- - -- '6 NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. \` OWNER(S) OF RECORD: CATHERINE CAHILL SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 1,824.8sq.ft. two-story dwelling with existing 289.96sq.ft. seaward side deck and a 54.Osq.ft. second-floor deck, and to construct additions to the dwelling consisting of a 416.5sq.ft. addition on the northerly corner; construct a 108.6sq.ft. addition on the easterly corner; construct a 140.4sq.ft. addition on southerly corner; construct a 194.0sq.ft. porch along the landward side of the existing dwelling; partially replace ±960sq.ft. of asphalt driveway with gravel; and install an IA/OWTS septic system. Located: 495 Bayview Avenue, Southold. SCTM# 1000-52-5-23 ; 7 TIME & DATE OF PUBLIC HEARING: Wednesday, September 15, 2021 — at or about 5:30P.M. — Either in Person or via Zoom. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes" or"no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail,listing both supporting and non- supporting facts.. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 052 - 05 - 023 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ® ZBA ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to Construct additions to the northerly corner of the existing dwelling (416.5 sq. ft.), easterly corner (108.6 sq. ft.), southerly corner (140.4 sq. ft.), partially replace ±960 sq. ft. of asphalt driveway with gravel, Install IA/OWTS septic system and construct a porch along the landward side of the existing dwelling (194.0 sq. ft.). Location of action: 495 Bayview Avenue - Southold,NY • 11971 Site acreage: 0.536 t acres Present land use: Residential w/single family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: Catherine Cahill (b) Mailing address: 495 Bayview Avenue • Southold,NY • 11971 (c) Telephone number: Area Code 631 —236—8940 (d) Application number, if any: N/A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ® No ❑ If yes,which state or federal agency? NYSDEC, DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable This project is consistent with the above policy in that,the proposed action will result in a more environmentally beneficial sanitary system then'what currently exists.Consequently,this project is consistent with the above referenced Polio Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable in that,the proposed construction activities are not proximate to any historic or archeological resource of the Town of Southold. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 5 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable to the proposed in that,the surrounding neighborhood is improved with similar residential appurtenances(i.e.dwellings with docks).Consequently,this policy is not applicable. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the subject project. Attach additional sheets if necessary Policy 5.Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the proposed project. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ® Yes ❑ No ❑ Not Applicable This project is consistent with the above referenced policy in that,the proposed IA/OWTS Septic system will be a significant improvement over what currently exists with respect to their effectiveness in reducing nitrogen being released into the surrounding soil.Consequently,this project is consistent with the above referenced Policy. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III -Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of,coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Suffolk Environmental Consulting,Inc. Newman Village Suite E 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 . f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED July 20, 2021 D E ni Board of Trustees Town of Southold JUt 2 1 20 P.O.Box 1179 Southold, NY Southold Tovvn B a f Tr to 11971 RE: CAHILL Property—Proposed Additions and IA/OWTS Situate: 495 Bayview Avenue - Southold, NY • 11971 SCTM#: 1000—052—05—023 Dear Members of the Board, This Firm represents the Owners of the above referenced property,who are seeking all required regulatory approvals to construct additions to the existing dwelling as well as upgrade the existing septic system thereon. Consequently, your Boards approvals is hereby requested. Attached herewith, please find the following application materials: 1. Board of Trustees Wetland Permit Application, (one original and three [3] copies); 2. Owners Endorsement,(one original and three [3] copies); 3. Owners Affirmation, (one original and three [3] copies); 4. Applicant's Transactional Disclosure Form, (one original and three [3] copies); 5. Agent Transactional Disclosure Form, (one original and three [3] copies); 6. SEQRA Short Environmental Assessment Form, (one original and three [3] copies): 7. Photographs of the subject property and current conditions thereon, (four [4] sets); 8. Location Map, (four [4] sets); 9. Survey of the subject property prepared by METES AND BOUNDS SURVEYING last dated June 13th, 2021, (four [4] prints) and; 10. Check made payable to the Town of Southold in the amount of Two-hundred fifty dollars ($250.00) in full satisfaction of the requisite application fee. Thank you for your time and anticipated cooperation regarding this matter. Should you have any questions or concerns pertaining to this application or its contents,please feel free to reach out to our Office at any time. Yours"Truly,` � Robert W.Anderson (enc.) C.C. C. Cahill J