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HomeMy WebLinkAboutTR-10036A Glenn Goldsmith,President ��Q� S®(�j�® Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. ox 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly e,� �c Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 c®UM�1+� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2118C Date: January 2, 2024 THIS CERTIFIES that the construction activity outside the 100' edge of wetlands for the construction of a single-family,two-story dwelling with porch and in-ground swimming pool measuring 18'x36' on waterside which is outside of the Trustee's jurisdiction• installation of the pool plumbing lines and pool fence; install gutters and leaders to drywells on the dwelling to contain runoff to install a gravel driveway• to allow for ground disturbance caused by activity outside of the Trustee's jurisdiction; and for the 15' wide non-turf buffer along the landward edge of top of bluff that is to be established and perpetually maintained as per Wetland Permit 49591 At 6025 Nassau Point Road, Cutchogue Suffolk County Tax Map#1000-111-13-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 13, 2021 pursuant to which Trustees Administrative Permit#10036A Dated December 15, 2021 was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction activity outside the 100' edge of wetlands for the construction of a single-family,two-story dwelling with porch and in-ground swimming pool measuring 18'x36' on waterside which is outside of the Trustee's jurisdiction; installation of the pool plumbing lines and pool fence; install gutters and leaders to drywells on the dwelling to contain runoff to install a gravel driveway• to allow for ground disturbance caused by activity outside of the Trustee's jurisdiction; and for the 15' wide non-turf buffer along the landward edge of top of bluff that is to be established and perpetually maintained as per Wetland Permit#9591. The certificate is issued to Alan Cardinale owner of the aforesaid property. m ,4'� Authorized Signature Glenn Goldsmith, President �QF so Town Hall Annex A. Nicholas Krupski,Vice President ,�®� ®V® 54375 Route P.O. Box 11799 Eric Sepenoski JIF Southold, New York 11971 Liz Gillooly � Telephone(631) 765-1892 Elizabeth Peeples .{' ® a® Fax(631) 765-6641 C®UNTI,N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD �I2I2+f DATE OF INSPECTION: G' INSPECTED BY: Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction % constructed X Project complete, compliance inspection COMMENTS: 16,(-�r 6rJ 'e^� 2(1S `� 5 lu' Neper d-o 6 M64C CERTIFICATE OF COMPLIANCE: r r - :a: -..�, •"�� :- r,� �"� 'fir'` "�'••''"'� r .� .v9 � � ''ti fY�crk.A^�:tel '}•. ,�.�'r "�4 .yr Glenn Goldsmith, President �Oq so Town 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 'Q Fax(631) 765-6641 �ycOUNTY,� BOARD OYTOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10636A Date of Receipt of Application: December"13, 2021 Applicant: Alan Cardinale SCTM#: 1000-111-13-7 " Project Location: 6025 Nassau Point Road, Cutchogue Date of Resolution/Issuance: December 15, 2021 Date of Expiration: December 15, 2023 Reviewed by: A Nicholas Krupski, Vice-President Y Project Description: Conduct construction activity outside the 1 00' edge of wetlands for the construction of a single-family, two-story dwelling with porch and in-ground swimming pool measuring 18'x36' on waterside,which,is outside-of the Trust'ee's jurisdiction; installation of the pool plumbing lines and,pool fence; install gutters and leaders to drywells on the dwelling to contain runoff; to install a gravel driveway; to allow for ground disturbance caused by activity outside of the Trustee's jurisdiction; and for the 15' wide non-turf buffer along the landward edge of top of bluff that is to be established_ and perpetually maintained, as per Wetland Permit#9591. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by MH received on December 14, 2021, and stamped approved on December 15, 2021. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland-Permit will be required. This is not a determination from any other agency. 4"- Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President �QF So(/jy Town Hall Annex A.Nicholas Krupski,Vice President ,`o ��� 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 -UU1 0 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO-CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72-:HOURS PRIQ_ R TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-c`,onstruction, hay.b-ale line/silt boom/silt curtain :1 t,;d`ay of ddnstruction constructed ' k '-wh6h Oroject,complete; call for,compliance inspection; , . 36' - - - - - - - - - --- - - - - ------------------------------- ---------------------------- I­ --------- ------------- SK IPv MER SKIMMER SKIMMER LITTLE pECONIC BAY II II F1 IS 0802613311 E AL�ONG E�IULKHEAD BULKHEAD TB DRAIN WOOD 9.01 APPARENT HIGH WATER MARK ALONC 100-041 BULKHEAD Te c3.0 0 WOOD BULKHEAD T15 c3lo 9.01 ------------_----- _ �o ------------ fn Q oix-------------------------------- ------------------------------------------------------------- STEPS ........ ---- -- - ------- 77 ---------- 18' SHALLOW END DEEP END __7 --------------------------- SITE DATA: SCTM # 1000-111-13-7 T-6"DEEP 8'-0"DEEP ---------------------- ------------------------------------------------------------- --------------- ------------------------------------ DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: ----------- ------- ----- -------------------------------------- -------­------------- ------------------------------------ --------- 20 ------- ---- ---------------------------------------------------------------------------- ----- DRAIN --- ---------- -- ---- ------------------ PROPERTY: 29874.0 SF 0.686ac ------ -- ----------------------------------------------------- -------------------------------------------------- ----- ------------------------------------------------------------------------------- 30-------------------------- --------------- _---------------- ---- -------------- ------ --- ------- ----------- ---------------------------------------- 30 --- --------------- ----------------------------------------------------------------------------- BUILDABLE PROPERTY: 22732.0 SF 0.522 ac --------------- '/I2-Gt:T;ATEff-BLUFF--------------------------------II - ---- --- ------------------------------------------- ----------------ii�� ----- ------------------------ ----- --- ----------------------------------------------------------------- ----------- ------------------- ----- ------------- --------- ----------------------- 40.---- ---- I RETURN RETURN I---, RETURN --------------------------------------------------------------------------------------------------------------------------------40 ESTIMATED AREA OF 12,000 SF I II -------------- ------------------- GROUND DISTURBANCE: ------------- ----------------------------------- -----------------------------------q-------------- ---------------------------------- ------------------------------------------------------------------- ----- ------------------------------------ --------------- WOOL) ------------ ------- ---------------------------------------------------------------- - -------------- 15LILKHEAD ---------------------------- ------------------------------------------------ ------------ E-1-0------------------------------------------------------------------- ---------------------------- ------ 50 PROPOSED HOUSE: 2612.6 SF 11.5% 500 CY 150 CY 51 OFISLOPE "­­------------------------T421_=------------- ----------------------------------- EL 54------ - -A 52.3' PROPOSED PORCH: 147.2 SF 0.6% 25 CY 5 CY EL 54.2 PROP05ED PATIO: 1107.1 SF 4.9% 100 CY 25 CY :15'NON TURFF BUFFER- PROPOSED POOL: 648.0 SF 2.9% 150 CY 50 CY PLAN VIEW PROPSED SEPTIC SYSTEM: I/A SYSTEM 150 CY 50 CY TOTAL: 4514.9 SF 19.9% 975 CY 00 0 --A \0 8'dia.,4'deep N I" `o PROPOSED DRYWELLS: 8'X32' - 50 CY 20 CY DRYWELL FILTER AND PUMP <0 POOL PLAN LOCATION PER OWNER SCALE: 1/4" 1'-0" 100 CY *EXCESS SOIL TO BE LOCATED OFF SITE(REMOVED) COPING COPING 0 MEETS&BOUNDS BY: NATHAN TAFT CORWIN Ill SURVEY DATE: MAY 23,2019 F= D 0 SKIMMER SKIMMER SKIMMER 31-611 STEPS 4) 0 0 0 0 LIGHT LIGHT g �q 81-011 101/2'• STORMWATER MANAGEMENT LOCATION: AREA: 2"RAIN REQUIRED DRYWELL Qz (-COPING) PAVERS PER HOUR: DRYWELL: CAPACITY. 0 MORTAR HOUSE ROOF: 3070.7 SF 533.1 CF 8'dia 591.5 CF ROOF DECK: 121.7 SF 14 VF 6"TILE BAND TIED, RAVEL)": 8'd' .1 CF 'V" 338 CF SILT PENCE/LIMITS OF CLEARING POOL/PATIO: 1755.1SF 293 F o (WATER) <7 8'dia 0 8 36' _49.3' DRIVEWAY. 1280.5 SF 213.8 CF 6VF 253.5 CF 20.0' MARBLE DUST STEPS ERS) T77Z %\3 z NOTE: DRWELLS TO BE MIN.10'AWAY FROM HOUSE #4 STEEL REBAR(VERTICAL) 18'X36'POOL DRYWELLS TO BE 20'AWAY FROM SEPTIC Ln EXCEEDING 5 FEET) DRYWELLS TO BE 5'AWAY FROM UTILITY LINES 10"OC(S"OC FOR DEPTHS BASEIAE4 CA SIDE SECTION 'STAT' I_ USE CATCH BASINS IF UNABLE TO ACHIVE MIN. 0 #4 STEEL REBAR PATIO 20.0' 8.01 u ------------------- DW (HORIZONTAL) 101,OC d DECK ABOVE 4.0' S'X4' STORAGE DW AREA A "'y EL.40.0' FI 49.3' 12"TO36"RADIUS TOP SOIL AND (VARIES) PT 0.5' SANDY LOAM CONCRETE SILTY SAND COPING COPING 3500 psi 2 STORY FRAMED HOUSE E 2.0' STEPS 8"(MIN.) STAIRWAY<7 BROWN SAND Fz� SID AND SOME GRAVEL 39.01 200, 3.0' COVERED PORCH 259' 14 0' SP BROWN SAND 15.0' u AND GRAVEL I WALL SECTION 0 3: 1 ul Ll 8.5' CONCRETE z 00 WASHOUT "t 0 18' NOTES: A SEPTIC SYSTEM In i [DESIGN By SWIMMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND tIDE OTHERS] PROPOSED w SOIL TO BE LEFT ON PROPERTY.SOIL TO BE STOCKPILED OR RUFF GRADED(AS DRIVEWAY PER OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTEDELIGHT BROWN AWAY. it ti ul L SID SAND GRAVEL , SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8"STEEL REBAR TIED, TOP SOIL ENID SECTION 10"ON CENTER FOR WALLS AND FLOOR,5"ON CENTER FOR ALLTRANSITION ^I LOCATION BREAKS AND BOND BEAM. THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE POOL(BOND BEAM)AND NO LESS THAN 8"ON THE WALLS AND FLOOR. EL L 17' INTERIOR FINISH OF POOLTO BE"PEBBLETECH"DURABLE FINISH.COLORSAS SILT FENCE/LIMITS OF CLEARING CATCH PER OWNER. 32.2 BASIN _ NOTE:NO WATER ENCOUNTERED L r - - - _j 34.1' 1.POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1) 14.SUPPLY AND INSTALL POOL HEATER,BY STA-RITE MAX-E-THERM TIE LINE ALONG CONSTRUCTION EL EL.23.0' PX100 TRANSFORMER WITH REQUIRED CORD. (400,000 btu)HEAVY DUTY CUPRO NICLE PROPANE GAS HEATER WITH IRREGULAR ROAD LINE ENTRANCE ELECTRONIC IGNITION WITH(1)2-1/2"ANDY NEVER LUBE SPRING N 08030;'50'1' wTEST HOLE DATA 2.POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR MEDIA FILTER. CHECK VALVE AND 501b.PRESSURE RELIEF VALVE. 00.04' 3.POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4X16C 15.INSTALL 100 amp WIRING,LOAD CENTER,(1)110+3D PERSONALITY ROY K. REISSIG. P.E. VARIABLE SPEED PLUS SVRS WITH 2"QUICK DISCONNECT UNIONS. KIT AND SURGE PROTECTION.WIRE(1)FILTRATION SYSTEMS,(1) EDGE OF PAVEMENT DATE:8/17/2019 HEATERS,(2)POOL LIGHTS,AND DATA CABLES FOR INTELLIFLO 4.POOL SKIMMERS TO BE PENTAIR.INDEPENDENTLY CONNECT WITH PUMPS.GROUND POOL.SUPPLY,INSTALL,AND PROGRAM(1) 2"PVC PIPES WITH SEPERATE VALVES 4ND TILED ON SIDE AND BASE STANDARD INTERFACE INDOOR CONTROL PANEL.PANEL TO BE OF MOUTH. INSTALLED AS SPECIFIED BY OWNER. APPROVED BY DRAWN BY: MH USE PVC CONDUIT FOR POOL AND SPA LIGHTS WITH ALL WIRING. w 5.RETURNS TO BE HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. 16.DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. w------ Wim- F BOARD OF I RUSTEES 6.PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES,(2)1/2" RETURN LINES WITH(2)1/2"AIR HAMMER EQUALIZER. 17.SUPPLY AND INSTALL POOL SONIX SOLAR POOL ALARM WITH POOL INSTALL REQUIRED POOL FENCING BARRIERS, TOWN OF SOUTHOLD 12/13/2021 7.INSTALLTRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM SONIX BASE UNIT AND REMOTE KEY FOB. SELF CLOSING/ LATCHING GATES, POOL SAFETY 'E 18.EXCAVATED MATERIAL FOR POOL TO BE LEFT ON SITE TO BE USED TO RAISE ALARMS, DOOR ALARMS AS REQUIRED BY LOCAL DATE pGM4M, 16, ZOZ4 SCALE: SEE PLAN WITH VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS. GRADE BY CONTRACTOR/LANDSCAPER.ORGANIC DEBRI AND MATERIAL AND STATE CODE NASSAU POINT ROAD 8.(1)SET OF 2"MAIN DRAINS WITH PVC WATER STOPS T'd TOGETHER WITH WASTE TO BE CARTED OFF SITE. (2)WATERWAY 12"X12"FRAME AND GRATES. 19.UPON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER 9.OVERFLOW DRAIN T1LIED INTO DRYWELL VIA AUTOMATIC FILL. ALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING. SHEET NO: 10.PROVIDE CONCRETE SLAB FOR POOL.FILTER AND PUMP. 20.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SAM SITE PLAN CHLORINE GENERATOR IC 20 WITH PC100 POWER CENTER.SUPPLY SALTTO DEC 1 4 2021 11.(1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. SCALE: 1" = 20'-0" OFF-LINE WITH(1)1"PVC FEED AND RETURN FOR POOL WITH VALVES AND DRAIN PLUGS. 21.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- CHLORINE GENERATOR IC 60 WITH PC100 POWER CENTER.SUPPLY SALTTO 12.SUPPLY AND INSTALL COPING AS SELECTED BY OWNERS.COPING TO RUN SYSTEM ATSTARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH PREB_ENDED 22.POOL CONTRACTOR TO HAVE SOIL CONDITIONS TESTED AND REVIEW COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. WITH ARCHITECT.DO NOT CONSTRUCT POOL ON POOR SOIL. 13.SUPPLY AND INSTALL 6"X6"TILES AS SELECTED AND APPROVED BY OWNER'S 23.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING AND ARCHITECT TILES TO BE INSTALLED WITH LATICRETE MODIFIED POOL AROUND POOL AND SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM. THIN SET AND LATICRETE SPECTRAL EPDXY GROUT(TO MARBLEDUST POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWRITTERS SELECTION). CERTIFICATE. SITE DATA: SCTM # 1000-111-13-7 -'-'-'-'-'-'-'-'-'-'-'-'-'-'-'---'_'_'_'_' _. _--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-- DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: LITTLE--------------------------- PEC® PROPERTY: 29874.0 SF 0.686ac NIC BAY SOUTH 45'-SK" LESS THAN 6'AFF MORE THAN V AFF BUILDABLE PROPERTY: 22732.0 SF 0.522 ac - - __.-_.__.__.__._._.__.__.__.-_.__.__.__.__.__.__.__.__.__.__._._._._._._._._._._._._._._._._._._._._._._ FI S 0802613311 E 100.04' :: 9.0 APPARENT HIGH WATER MARK ALONCs BULKHEAD `` WOOD T11 c3.0 ESTIMATED AREA OF 12,000 SF BULKHEAD --------- ----------------- WOOD BULKHEAD TB 9,0 9.0' GROUND DISTURBANCE: w ... .... ........................ ......:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.......................' ................................:...-::...:::....::......................... l0 - :.....: :..... •� ��: :"•: NORTH ---- 0 30'6'6" 43'1X" ��.� ---------'- _ �•______� ------. .---�����------ k------ ---- 0 -- -___ - __�- - � �--� ------ PROPOSED HOUSE: 2612.6 SF 11.5% 500 CY 150 CY MORE THAN 6'All LESS THAN 6'AFF ___________________________ -------------------------------------- PROPOSED PORCH: 147.2 SF 0.6% 25 CY 5CY - --------------------------------------------------- - -- - -------------------- - -------------- - ----------------- -- - PROPOSED PATIO; 1107.1 SF 4.9% 100 CY 25 CY --------------- - ----------------- -'" ' '- -- ------------------------- PROPOSED POOL: 648.0 SF 2.9% 150 CY 50 CY _ ---------------- ---- -- EAST - .-- ------------------------------- I_ ---------------------- MORETHAN6'AFF •-- ------------------------------------- ---------------- ----- j'ETAT 1±D BLUFF -- ___• PROPSED SEPTIC SYSTEM: 1/A SYSTEM - 150 CY 50 CY ------------------------ - 40. ------------------------------------------------------- ------------"""----------------------------------------- PROPOSED DRYWELLS: 8'X32' 50 CY 20 CY ------- ------------------------------------------------ --- -- -- ------------ --------------------- ------------------------------ - : li '._ 1i i _____________________________________ _ --_ BULKHEAD •------------- -------------------------- o " TOTAL. 4514.9 SF 1 o iI........................................::................................................................................................................................. 9 9 / 975 CY 300 CY :....................................:....::............:...................................................:...:.:....:....:.:.:.....:....................:.:..:............... 50 i....: :.....: ______ __________________ ----- EST :...1 � '------------------------------------------------------ I. 64'-10'6^ J L EXCESS SOIL TO BE LOCATED OFFSITE(REMOVED) 5 52 -�-'--------------------------TOP OF_SLOPE ----- -----, E(R D� EL LESS THAN 6'AFF ---- - -.- �`" -� i )r - y - 52.3' MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: MAY 23,2019 EI ' ` ' ` ' ` ' ` ' ` A ` A ` A ` A ` A m A - A ` 1 - A - A 3 54.2' ` GRADE PLANE HEIGHTS A� `15'NON TURFF BUFFER ` A - SCALE: 1/16" = 1'-0" STORMWATER MANAGEMENT OCc LOCATION: AREA: 2"RAIN REQUIRED DRYWELL PER HOUR: DRYWELL: CAPACITY: HOUSE ROOF: 3070.7 SF 533.1 CF 8'dia 591.5 CF ROOF DECK: 121.7 SF 14 VF POOL/PATIO: 1755.1 SF 293.1 CF 8 VF 338 CF W DRIVEWAY: 1280.5 SF 213.8 CF 6 VF 253.5 CF �/ l 15'-6Y2" 49'-411 O NOTE: 31.4 SF FIN.GRADE-FIN. FLOOR 99.7 SF GRADE-FIN. FLOOR DRWELLS TO BE MIN.10'AWAY FROM HOUSE DRYWELLS TO BE 20AWAY FROM SEPTIC O 0 DRYWELLS TO BE 5'AWAY FROM UTILITY LINES USE CATCH BASINS IF UNABLE TO ACHIVE MIN. O EL.40.0' TOP SOIL AND W _ PT 0.5' SANDY LOAM 0 SILT FENCE/LIMITS OF CLEARING O OJ �� PALE BROWN ( � � � � - - - - - - - - - - - - - - - - - - - - - - - --1 ��� SM SILTY SAND r/ 1 Z Z ' - - - - 49.3' --_L _ - ' � .�.10L.�. It 15.5' 20.0' �\�Og 2.0' O 0 o ^ Lu p U w BROWN SAND m m ' LL ��' SP AND SOME GRAVELcc V 0 V' 18'X36'POOL Q � LL / I z _ - - 3.0' O (BASEMENTI O 1714 (STA IR WAY 1O '^ \ Z I M M \ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z wl I / PATIO , SP OWN SAND a'xs' AND GRAVEL Ln ;o------zo.o�-------o B.o' N ❑ �� I Dw a \ DECK ABOVE 8.5' �V 8'X4' p STORAGE I aiMNEr AREA � � i DW I zl DW 49.3' I I I �I I I m I I ....... 2 STORY FRAMED HOUSE E SP LIGHT BROWN SAND GRAVEL 1 ' O STAIR WAY C) 39 0' � 20.0' Z I COVERED( �- PORCH I I 17' U-i 25 9' 14. ' O p 15.0' INOTE:NO WATER ENCOUNTERED u- cr I DW c I EL.23.0' z 00 N I / \ oluF., CONCRETE w �'' Z WASHOUT ► I TEST HOLE DATA w \ _ / �' W ROY K. REISSIG. P.E. zn LL Q O O ASEPTIC SYSTEM I O1 DATE:8/17/2019 O N K / - \ [DESIGN BY OTHERS] PROPOSED a , ` i! C7 � � DRIVEWAY 00 '- m _ 1 �I m o d w Ln / ❑ N I I TOP SOIL I I I Q ^I LOCATION 0 CD a.xw O I.I EL L _ - - SILT FENCE/LIMITS OF CLEARING CATCH t% O LJi Z 32.2 - EL LL SEC 1 4 2021 `-" TIE LINE ALONG CONSTRUCTION 34.1' '"❑ IRREGULAR ROAD LINE ENTRANCE LD N 0803015011 W 00.04' �' -� o EDGE OF PAVEMENT Imo_; --_____w w w DRAWN BY: MH w w----- I 11/26/2021 N A -E E- S SAU POINT ROAD SCALE: SEE PLAN 25'-11" 38'-11'" SITE PLAN SHEET NO: 268.3 SF GRADE-FIN. FLOOR 403.4 SF GRADE-FIN. FLOOR SCALE: 1" = 20'-0" VER(-l'. 1]]'1" A AREA GRADE TO TOP OF FINISHED FLOOR 1462.5 SF LF WALL AREA 6•.:111'.1.1/1^ P PERIMETER TOTAL LINIAI FOOTAGE 27T-1° 1ma^a11'alp••164'•ua/1" 1! LF WALL AREA.6'.164'11-1/1" P5.3'AVG HT(GRADE TO TOP OF FINISHED FLOOR) irwnusa °60° GRADE PLANE CALCULATION SCALE: 1/8" = 1'-0" i I I I' I I I i I i I I I' I II I li i I � I I I MEAN ROOF HEIGHT _ MEAN ROOF HEIGHT - AVERAGE MRH: AVERAGE MRH: 31'-11'/." I' W I I I I I I I i P4 I � � I � O P4 Z Z w O � I I �D 0 I I - � V m M ( C) z � � o 17-1 -------------- 000 000 +I 000 000 0 PROPOSED EAST ELEVATION NOTE : SCALE: 1/4" = V-0" FINISHED FLOOR IS LESS THAN 6 12'ABOVE FLOOR BELOW DEC 142021 DRAWN BY: MH 11/26/2021 SCALE: SEE PLAN SHEET NO: Ii MEAN R OF HEIGHT - - MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - - - - - - - AVERAGE MRH: AVERAGE MRH: LLJ i ! I - ��' �I � '� O A O H 11 11 1 1 i �� z w uj C) � P-4 Ln rn IN 110 777-7777 11 H PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" il t-m DEC 1 4 2021 DRAWN BY: MH 11/26/2021 SCALE: SEE PLAN SHEET NO: illi ij II MEAN ROOF HEIGHT MEAN ROOF HEIGHT AVERAGE A'MRH: AVERAGE MRH: II - - 31'-11'/." O FSI - -- O W CIO cis H Ln -1 cr) PROPOSED WEST ELEVATION SCALE: 1/4" = V-10" DEC 1 4 2021 DRAWN BY: MH 11/26/2021 SCALE: SEE PLAN SHEET NO: ,I li I � I I I I I I r it I 6 II II' I 'i i' P I MEAN ROOF HEIGHT MEAN ROOF HEIGHT I II - - - - - - - - - - - - - - - - AVERAGE MRH: I, AVERAGE MRH: [ �1 r I 31' 1P/. I I I' i r i i I O f I P� W I I Lij Z W O �D V) a c� O 0..MT N O Z V M O �O I I m I I i I I PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" DEC 1 4 2021 DRAWN BY: MH ' 11/26/2021 SCALE: SEE PLAN SHEET NO: 20'-4%" 49'-411 v 1 1 15'-6%"SOLID WALL UNDER�LIFT AND SLIDE ABOVE(VIF) I VERIFY HEIGHTS AND DETAILS PER MFGR WRITTEN INSTUCTIONS 1 CY3N�4�A/ALL tS/ 'X1�FOOTINO( p° ° p, d v D d p, d D d p, d J D d p, d v D d p, d D d • p, v d b < D o v o EXTERIOR WALL a; z u- o 4\ w Da• ," p v o 14"ML BLOCKING �e o ? Q y BETWEEN JOISTS w/ 811a z ui o a 2X10 WALLS ABOVE S/8"ANCHOR BOLT J ° 3 0 °< w 3X3 WASHER tJ� LL b 4'-0" N °F Q D FLOOR JOISTS LL1 o no 3 w Bo LL 5/8"CONTINUOUS a . X c o REBAR(TYP) a o V Q o GRADE o o uc! °3', z -1 ° 18'X36' INGROUND POOL o 0 Q J Q 4 �dj � N Z' H 4 ° a OUTDOOR STORAGE Z �: w °< 3 — = 0 Ln GENERAL CONTRACTOR AND CONCRETE INSTALL 1 11 REVIEW LIFT AND SLIDE DOOR INSTALLATION la°Tnz3owooD-I FJ @16°oc ; TO REVIEW AND CONFIRM ALL FOUNDATION 1 0 SPECIFICATIONS AND ADJUST FOUNDATION F OR DRAIN TO m x O o•' v ° ONNECTTO w X - WALLS WITH STEM WALLS, FULL HEIGHT WALLS, STUDS AS REQUIRED PER MANUFACTURER INSTRUCTIONS RYWELL(TYP) a _ X n •�, D m Zn m ; n o In ° i0"PC WAI,I a ' a m m 4'-1011 , a o ° o o'a o o EXPANSION JOINT STEP FOOTING AS REQUIRED _ _ _ _ _ _ MAINTAIN 3'BELOW GRADE 22'-5" 1s'-4" 8'-7" 4" CONC. SLAB o PATIO 10/10 6X6 WMM 3'-0" 4"MIN.SLAB REINFORCED w/#4 EPDXY COATED BARS AT 24"OC EACH WAY AND 6X6 10/10 WMM. i--- ---i -- ---; 21-011 SLAB HAUNCH TO BE LOCATED AT ALL 16"X16"CONCRETE PIER,REINFORCED WITH 1 I 'I 5/BREBART(TYP)US v INTERSECTIONS WITH FOUNDATION AND POOL R (4)#4 VERICAL REBAR WITH STIRRUPS AT ' • /; 12"OC MINIMUM.PIERS TO HAVE 30"X30"X12" ' ► ADJUST HEIGHTS FOR FINISHED STONE/PAVERS. I I I I ALL FILL BENEATH CONCRETE SLABS TO BE __-__--; FOOTING w/(3)#4 REBAR EACH WAY COMPACTED TO 95%RELATIVE DENSITY • WALL SECTION- 14"TJ1230 WOOD-1 FJ @16"OC ASTM D-689.COMPACTION TEST AS NECESSARY. 49'-4" INTERIOR STORAGE 6'-0" 35'-7%" TIMBERTECH RAILING OR APPROVED EQUALuj v D • c D �4 7'-10Y" 20'-0" 7'-9%" °. d °'10.4 0 _N SOLID WALL UNDER LIFT AND SLIDE ABOVE(VIF) in .D•d• ° D . VERIFY HEIGHTS AND DETAILS PER MFGR WRITTEN INSTUCTIONS (3)1-3/4X14 ML FLUSH BEAM v$ d• 'o•� D _t _______________ ____________ D� D•� STONE o ________________________________ .o• •Q� v c; "V°,paQ"•. ;IkvCON�.WAL!w/3'Xfp¢OOTIN gIN�11,=e `v°.Daa ° �� p GRADE n O in INSTALL LEDGER BOARD w/2X4 WALL UNDER) D ° D • ISI �I ACCE11f0 u (6)#5 REBAR OVER w/., ° •° ° •° O O STIRRUP @6"OC CLEANOUT D D '� o CAPPING W/D W/D SAUNA a 2 1O .--------------- v _ p r+ 8X8X1/2 L SHAPE 3'HIGH X ° ' ' z STEEL OVER OPENING RAILING ° 5Y,6X1/ TUBE STEEL COLUMN 16X6X1/4TUBE STEEL COLUMNi „•, � H W w/3'-6'X3'-6"X1'-0"FOOTING W/5'-6"X5'-6"X1'-4"FOOTING I I 1• � O p LAUNDRY : ---RE�INFO CED w/(6)#S BAR ew ---------- :REINFORCED w/(7)#5 BAR ewe _-- -- ---- - - ,. D a ' D a o ROOM °'o I - _ _ _ --- ------- ------------------- _- ------ ------ - --- --- ---_= 00, WALL FINISH ' ----- -__--__=----___=£_----_�--_-_________- AS BY CP (3)1-3/4X14 ML w/( )3/4"STEEL GIRDER i i (3)1-3/4X14 ML w/ 2)3/4"STEEL GI DER SELECTED • ° °°•"I 10"CONC. � 0 BATH N MEDIA ROOM o _ ; ; BASEMENT OWNER °,�D WALL O x o V-6" ° ° =a ' ; ; `•° ° CONCRETE STAIR D •° O .---------------- 1 3 " 14'-6%" 12-1/a (REINFORCED) °' E"I f= CL CL n 1 .o ° W/STONE TREADDe I t, A % . u 1 " 11 1 11 ' - D p 13-9/ 8-9 5-1/ 81-15Y211 I ° 2 2 CAR GARAGE 1O ° . 4 O p r` FLUSH DRAIN ° D • D . .---- -----, 110 5X5X1/4TUBESTEELCOLUMN-_______-, ._--- ----SX5X1/4 TUBE STEEL COLUMN--- - ---, _ ' 4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WIRE FABRIC o N o, cim ' w/3'-6"X3'-6"X1'-0"FOOTING ' ' w " I OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO ° ° n o n 4"CONC.SLAB d I /3 6X3'-6"Xl'0"FO0 REINFORCED w/(6)#5 REBAR ew I I REINFORCED w/(6)#5 REBAR ew I OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN). 24"X12" D w/STONE TOP __________________________ --------------1 z: ---'---------------'--- - w ,. CON C.FTG. �. ---- - ---- --- -------------- --- _ =T7--------==----------------- -------------T---- ----------I--- 4 1-3 4X14 ML GIRDER I I 4)1-3/4X14 ML GIRgER - ( ) / ( I (4)1-3/4X14 ML GIRDER I ° I � c p D I Ln ,h 1 _, DRAIN TO CONNECT ---------- --------------m -----� GYM ---------- 4'0" I ----- --- -- a,� ---' •------ 3 -----, •-- -- ri TO DRYWELL(TYPICAL) 1 ------------------ - 1 I 1 o MUD ' QO 1 N 1 I 1 LLA JF ELEVATOR ROOM ; I OUTSIDE BASEMENT STA I R CLOS o 48X42 CAB 1 m I I I li J F I ~ 1 1 1 1 O �, I <° O 'y `p Ql 1 v I 1 1 1 O ri Om 4'-0" - 3'_0" ..� 1 1 I 1 6X6 WOOD RETAINING WALL q_0 1 I 1 I 1 6X6 WOOD RETAINING WALL (BY OTHERS) a 5X5X1/4 STEEL COLUMN i ' i i i (BY OTHERS) w/4'X4'X1'FOOTING ' 45min.FIRE RATED DO oo 7X7 1.8e —� N 7X71.8 I 7X7 1.8e 7X 1.8e --R-EINF04REED-w/-, PARALLAM SC HINGES,STEELJ B PARALLAM PARALLAM I PAR LLAM )6)#5 REBAR EACH W,�Y I 1).REVIEW DETAILS AND SPECIFICATIONS WITH MANUFACTURER WITH 7).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED,SILL PLATES 4. COLUMN COLUMN (3)1-3/4X9-t/2 ML w/(2)1/2"STEEL HDR ,COLUMN , (3)1-3/4X9-1/2 ML w/(2)1/2'STEEL HDR C UMN LIFT AND SLIDE DOOR DETAILS AND INSTALLATION PRIOR CONSTRUCTION. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS 4'01 1 3'-0" d ° REVIEW ANDA JUST PLANS AS REQUIRED WITH 2X8 STUD WALLS AND SILL GASKET. 91 -________= AREAS THAT ARE STEM WALLS AND FULL HEIGHT WALLS(WITH LEDGERS (2)1-3/4X14 ML w/3/4"STEED GIRDER i ' a_ FOR JOISTS.FULL HEIGHT WALLS(LIFT AND SLIDE LOCATIONS)TO HAVE 8).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, 1 L--- -------- _- - NOTCH 2" 36"X12"FOOTINGS w/(3)CONTINUOUS BARS.INSTALL OVER FOUNDATION INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A CEDAR LINE ------ ----- ----- DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE WALL/FLOOR JOISTS TO BE ON INSIDE OF FOUNDATION(VERIFY OPTION TO MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO ---- - ---- ' INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. INSTALL ADDITIONAL INSIDE LEDGER(MIN.4")OR FRAME OVER STUD WALL) BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. u CLOSET - ---------• ' `,10 a -------- -------- 20'-3%" 11'-O" 7'-7%" 2).VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION(MIN,3500 PSF) 9).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ENGINEER TO BE CONTACTED BEFORE CONSTRUCTION FOR CLAYEY SOIL. BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. m a ' ---------- ------------- --------- _ 38'-11%" 3).12"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 10'-0". 10).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL 00 o UTILITIES " ____________ ---------- ' #4 REBAR,VERTICAL&HORIZONTAL THROUGHOUT.ANY CHANGES TO BE SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, 30 2 MASONRY PORCH i REVIEWED WITH ENGINEER FOR WRITTEN APPROVAL,EXTERIOR OF 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I N I ' FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD _ PROPOSED BASEMENT PLAN M I WITH A BITUMINOUS COATING. TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). N ti I ' p ' SCALE: 1/4" = V-0" 4).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. 11).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. B --------' FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 12).SHEETROCKTO BE MOISTURE RESISTANT THROUGHOUT GARAGE LOCATION ePROJECT NORTH. TO BE 5/8"TYPE-X FIRE RATED PER CODE. 5).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT PRIOR TO POURING SLAB.INSTALL 3'R15 FOAM INSULATION ALONG INSIDE 13).INSULATE PERIMITER INSIDE WALLS PER ENERGY COMPLIANCE CERTIFICATE(R19 PERIMETER OF CONDITIONED AREA AT FOUNDATION. 25'-11" 14'-O" 14).SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE(TYPICAL). ��//�� n/� 6).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. DRAWN BY. M H INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 15).RETAINING WALLS BY OTHERS 1 WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE /��/�O� I ELEVATOR: __ ' I VERIFY PIT DEPTH AND ELEVATOR WALL SPECIFICATIONS AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL r= �- f_, _ - 4 J I `�' WITH ELEVATOR MANUFACTURE PRIOR TO JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE ` A ___---- THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL +y;�; CONSTRUCTION FLOOR PORTION UNDE ELEVATOR TO t SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO r + ■ BE SUNKEN PIT TO BE MINIMUM 6"DEEP.PROVIDE 24"X12" {j` t� ; s CONCRETE FOOTING SURROUNDING ELEVATOR, MORE THAN 16 FEET. I!J I DEC 1 4 2021 SCALE. SEE PLAN REINFORCED WITH(3)#5 REBAR.WALLSTO BE 2X6 DF#2 DEC @16"OC w/FIRE-BLOCKING.PROVIDE ELECTRIC SUPPLY TO I MOTOR CLOSET AND ELECTRIC SUPPLY TO SHAFT FOR HOOK UPS.SUPPLIES TO BE CAPPED AT JUNCTION BOX. r SHEET N O■ CONTACT SUPPLIER FOR RECOMENDED LOCATIONS. I —•--- MOTOR CLOSET: WALLS AND CEILINGTO BE 5/8"TYPE-X FIRE RATED SHEET J ROCK.DOOR TO BE 45 MINUTE FIRE-RATED AND VENTED _ WITH SELF-CLOSING HINGES AND STEEL JAMB. •o 0•o >' D •�e' D .�e0 .�o' O .'e' ELEVATOR 15',6'/" 1 7'-9X" ' 7'-9X" 01 1 12'-0"STATIONARY 2x10 - (5)1-3/iX9 1/2 ML HDR ALL , 7X7 1.8e 7X7 1.8e PARALLAM PARALLAM COLUMN 1 COLUMN STEEL FLITCH(S) O PLATE PER PLAN O Y2" •i•16" 16" i■" .25X5.25 1.8e PARALLAM COLUMN ' 2/ 5"w X 5"w X 3/8"t STEEL ANGLE CLIP O O of , (EACH SIDE OF BEAM) O O p Q O p O 21,j OD Oo 1-3/4X11-7/8 ML 12"OC O o TAPER TO 9-1(/2 EACH SIDE o o MICROLAMS Q = I = o PER PLAN 1611 x Oi 000 r• 1 X x O O 5/8"dia.CONNECTION BOLTS ASTM A307 GRADE A(60,000ksi) O 2A O ' I 'm'-I-I o WITH WASHERS AND NUTS 00--%"dia. @ 16"OC(STAGGERED)(TYP.) ASTER BE ROOM 18'X36' INGROUND POOL O 2/„ DECK ABQVE O 1 .25X5.25 1.8e STRUCTURAL BEAM CONNECTION DETAIL PARALLAM _ I NTS COLUMN W18X50 UPSET STEEL BEAM(LIFTSLIDE ABOVE) '`. 16" Fo 8X4X1/4 3 0 8X4X1/4 � TUBESTEEL a,::e TUBESTEEL 1 O O COLUMN 'o COLUMN 0 J STEEL PLAT o T O 11 x rN 3/8"CARRIAGE BOLTS @16"OC 6X6 ACQ POST STAGGERED TOP&BOTTOM CV BATH BOX N w/VINYL TRIM DOUBLE @ENDS(TYP.) �w N FINISHED 12X12 POST 8-� v z x PATIO - - - - - - - - - - - - - - - SINGLE FLITCH PLATE DETAIL m ~ a 7X11-7/8 WOLMANIZED PARRALAM GIRDER / m J - - - - - - - - - - - - - - - - - - , 7X1178 OL NIZED PP, N� R' NTS (BOX IN GIRDER w/VINYL TRIM) ; OX IN GIRD R w/VINY TRIM) N N I 1 XCn I 14' TJ1230 COD- 6"OC x 4 f bo p UTD00 z/' 4" 16" 16 O I I i SHOWER , � n 0 20 X10 COVERED PORCH OUTDOOR o I••r• •r• •r• 01 i� 49'-4" o KITCHEN 1 1 b 2Y2" O O O W I I 3'-10Y2" 13'-8" I 14'-0'/<" 17'-9Y4" ' •-------------------------- " j 48"MASONRY FP i , OUTDOOR 1 ' O STEEL PLATE O STORAGE ; 2/: HALL 5/8"CARRIAGE BOLTS O i i @16"OC(TYP.) (4 1-3/4X14 ML FLUSH BEAM 1 '-6"x 9'-6" 6'-6"x 9'-6" 18'-0"LIFTSLIDE DOOR , 1 O 2X10 WALL - — - - — - — - - - — 48'_MASONRY FP- / i'. op MULL BETWEEN WINDOWS MULL BETWEEN WINDOWS , W18X13D STEEL HEADER MULTIPLE FLITCH PLATE DETAIL 0 ; PER MANUFACTURER(VIP) PER MANUFACTURER(VIF) ,I (LIFTSLIDE DOOR ABOVE) 8X4X1/4 8X4X1/4 0 1 8 4X1/4 TUBESTEEL TUBESTEEL NTS I p I - I. TUBESTEEL COLUMN COLUMN Q� 1 EXTERIOR SHEAR WALL COLUMN m _ 19 I� o Od Z ! . ' HER 00 1 I u MOMENT PLATE CLOSET 3o i I �`'/ ® `'/:3 TYP (TOP&BOTTOM I , ALL AROUND F�i.■i O N OF BEAM) M (TYP.FOR ALL)ozo Co OP&BOTTOM v N N II ® BEAM(SEE PLAN) _ OF BEAM)0 1 1 Q\ LL Fn Q o � x ------- 0 LIVING ROOM I, I I N COLUMN = _ _ _ _ _ - I COLUMN o OPEN TO ABOVE i I O O i DW j i DW i ,= SEE PLAN I I I b b E—I vl' 0 I I O V � ■ e, F- AREA OF TOP AND BOT. I I I I MOMENT PLATES SHALL Ln I■ IUUI d A A A I I DEVELOP 100%,OF THE 27-5% \ MOMENT CAPACITY OF Q 21'-8%11 I I , ,I BATH ' BEAM(TYP.) 110 10'-3" 3'-9X" 8'-oi" 5'-7" o N PLAN VIEW-TYPICAL MOMENT CONNECTION A-A 11 I DINING ROOM R (3)1-3 Ll4 M /(2)1/2"STEEL FLUSH BEAM (3)1-3/4X14 ML FLUSH BEAM )1-3/4X14 ML FLUSH BEAM _ ' (3)1-3/4X14 ML FLUSH BEA (3)1-3/4X9-1/ ML HDR (3)1-3 X9-1/2 ML HDR _ . _ . _ . 2.-6.. 2.-6.. TYPICAL MOMENT CONNECTION DETAIL 6 WET BAR o BUILT IN o 10'-111 I I I 1 I I 1 ' I 1 (�J N I I I I I 1 I 1 I 1 I I 1 1 1 1 1 I 1 1 I 1 D cc I I I 1 1 I I I 1 1 SCALE: NTS. I II I I 1 1 1 I I I I , p , 4-10 - o = - O P I 1 1 1 1 1 1 I 1 I -ry _ - - oo ELEVATOR N m _ Nt Ln 48X42 CAB LL HALF \ i\ :-i ,1 I I 1 1 , SHEAR WALL I 11 I I CD _ N/ I — 1 1 1 WALK-IN HIS 0 g BATH i\ o , 1 CLOSET 0 , CLOSET i o 0 - o PANTRY DOG ROO --------- ---- ---- .: m ENTRY m 2'-8" 2'6" ^_ 2'-6" ^_ + IG _ 00 � FRAMING: 3-1/2X9-1/2 TIMBERSTRAND LSL @16"OC rl x ;� - in 5'-9%" �� 8'-7%" 3'-5" -1' 7'-6Y2" ^� 9'-3" 2'-2" 2'-0" 5' 7Y2" END WALL POST: (2)TIMBERSTRAND LSL N (3 2X10 HDR .� (3)2X1 F#2 HDR (3)2X10 HDR (3)1-3/4X9-1/2 M HGR (3)2X10 DR t - — - — - (2)14"ML FLUSH BM _ _ _ _ _ _ _ _ _ _ HOLD DOWN ANCHOR: SIMPSON STRONG TIE HDU AT ALL i I•-, ' - , - 2-8 - WINDOW AND DOOR OPENINGS - ------ ----- ----- ----- CL Z ?----- 6'-0" 2'-11 15/16"x 5'-11yv 8'-0"x 2'-4%" 2'-1115/16"x T-11Y.." OR AT 6'-0"MAX. 10'-3' -8" 00 -__"'- ----- EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD DEC G Zd�� X = ------ ----- ----- ----- 7'-0" 9'-5" 9'-4%" 9'-4%" 3'-9" 1 INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOODLn — - \ N ry I I " 1O ------------ ----------- 38'-11%2" ' N PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD ' =ry ----------- ---- ----------------------------------i 1 N � e ------------ = I DEN o °CL, -_ --- _________----P_ORCH__________________ GYPSUM FASTENING: No.6X1-3/4"SCREWS@8"OC EDGE N 14"TJ1230 WOOD-1 FJ 16"OC r 12"OC FIELD B ------- PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = V-0" op 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (3)9-1/2 ML HDR w NORTH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, (3)1-3/4X9 1/2 ML HDR (TEMPERED) MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. =L rr— PER CODE. 12'-0"x 6'4" 1 6'-6"x 6'-0" 2).PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. ' 6'-6"::8'-0` ------------ 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE DRAWN BY: MH 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING -"'-------- WALLS ALONG NORTH(HALL),KITCHEN,DINING,LIVING ROOM,MASTER HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 8'-5" ' 12'-9%" 4'-8'/a" 01 BEDROOM(WEST)TO BE 2X10 WALLS(SEE PLAN). 1 10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. 11/26/2021 ' ----- 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. WALLS:R27,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 1 25'-11" 01 ------------ 5).EXTERIOR UNDERLAYM ENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. SCALE: SEE PLAN WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT ________--__ HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE A ------ __; INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com AREAS. ------------- 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING, SHEET N O■ ----------- ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS, -------------- 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. -------------- SIDE FOR MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED w/ INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 3-1/2"X 1/8"THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY ------------- FASTENED IN PLACE WITH PLATES AND BOLTS TO STEEL BEAMS 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A ------- B ------ t , ILI 1 , DECK LU LU CEMENT BACKER BOARD 4 CERAMIC TILE OVER 9.12" EXTEND MEMBRANE _ THINSET(TYPICAL) ILL+ 2-5/8X11-7/8 WOLMANIZED PARALLAM GIRDER = 4B" �1261 Ct UP WALLS AS SHOWN SHOWER DRAIN 3" C o FASTEN AT TOP ONLY (TYPICAL) CURB la' K L) (fi I Ic; G I I Lg TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT a'• a MORTAR SHOWER PAN la; � 2X10 DF#2 C1 @16"OC I IC1 � I I LU a? a t I�: i-6 " 15 % � I I I 7'-9%" 7'-9%" � � I X r a) E0 L �+ 12'-0"LIFTSLIDE DOOR r 2X10 12"X24" ❑ TOWEL BAR LOCATION (min 12) (5)1-3/4X9-1/2 ML HDR O GRAB BAR LOCATION TOILET-PAPER so 77.84" HOLDER CL VARIES(VIF) 15" LOCATION 48-60" 54" NIF) 36" El-U_L 136-48" 18" 26" SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM rr � r� o w w 151, Li U O O X s JR MASTER BEDROOM AREA X w p h n •e s• • fV •~ v rl '� X 7 a 49'-4" I Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. 2X10 DF#2 CJ @16"OC _ 21"min. T-1 %" 13'-8" 10'-11%" 13'-8%" 7'-1" CLEARANCE z1"mt^• P2705.1 The installation of fixtures shall conform to the following: CLEARANCE - - O 0 BALCONY - - 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor, Zo where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or other corrosion-resistant material. 0 24"min.CLEARANCE FRONT OF OPENING 30" 2.Wall-hung fixtures shall be rigidly supported so that strain is not transmitted to the plumbing system. O min. FZ�I 3.Where fixtures come in contact with walls and floorsF_J WALL ,the contact area shall be water tight. Q ro 6'-0"x 8'-6'%" 6'-0"x 8'-6'Y4" O (5)1-3/4X14 ML UPSET BEAM(DROP 4-1/2") - - - - - 12'-0"LIFTSLIDE DOOR 12'-0' LIFTSLIDE DOOR �J 4.Plumbing fixtures shall be usable. - - 2X10 WALL -+ AL mI^' 5.Water closets,lavatories and bidets.A water closet,lavatoryor bidet shall not be set closer than 15 inches 0 (5)9-1/2 ML HDR (5)1-3/4X11-7/8 ML HDR (5)1-3/4X11 7/8 ML HD � (i)9-1/2 ML HDR from its center to any side wall,partition or vanity or closer than 30 inches center-to-center between adjacent r ^ ^ fixtures.There shall be a clearance of not less than 21 inches in front of a water closet,lavatory or bidet to any 2 14-7/z I 211-511 13-3'/x" 13'-3" x wall,fixture or door. O lo n 1 ^ X O I I m 6.The location of piping,fixtures or equipment shall not interfere with the operation of windows or doors. JR. MASTER SITTING AREA 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in V a l a accordance with Section R322.1.6. l J �I Z --I ' E5 m u ' m � 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed O V �i = I 0 I x u u u on site,shall meet the design requirements of ASME A112.19.2/CSA 845.1 or ASME A112.19.3/CSA 845.4. r o o o r o BEDROOM No. 3 ��\ O J J J L J LL LL - ti BEDROOM No. 2 - N J - N o rp (� LU I- U I N L0 rn (7 3 � ti 0 \ :7 0 r o o OPEN TO BELOW o o CLEARANCE `^ r-I m O N I N ry p O - - �Y/ H N X m X X X N N N Ln N in J � J 11'-0" 2'-3%" 2'-3%" 10'-11%:.. I I X m m O O= x lD 00 I , i , n N71-9Y211 N fV 131-411 (3)2X8 HDR (5)1-3/4X14 ML F USH BEAM ' (3)2X8 DR (3)2X8 HDR (3)2 8 HDR Ln A- -3/4X9-1/2 ML FLUSH BEAM ' 2._ : 2-42'-4"2.4" 2.-4.. lD rl __ __________ u 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE O ' , u n ' RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 51-8Y211 Zo 91-1111 MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 1.0 WAL - HIS N ELEVATOR ^ gA H +n Z in 2).ATTIC SHEATHING TO BE 5/8"PTS,APA RATED PLYWOOD. 10).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH ' CLOSET o 48X42 CAB uo _ WALK IN u i , CLOSET OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, ' o `9 O CLOS T ° BATH 3).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 250#CAPACITY. i X iv C) m N 00 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 11).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. 51-411 �r+^•^r r N N = 2X10 WALL LOCATIONS TO MATCH 1ST.FLOOR WALLS:R27,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 -6„ 2'-6" o W/D m , o RAIL m m 3'-2' " 1'-4Y2" 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. X O N 51-8Y : 8�n u , , u , , n " y , n n X , , n - BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT N , 4-1 5-6/ 6-5/z 5-7 8 1 11-11 N 4-1/ 6).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE HALL _ 00 WATER RESISTIVE AIR BARRIER.OVERLAP 3"min,VERTICALLY, 2"min. AREAS. DEC 1 1. 202 FT m p 81-7Y211 m o inJ8HDR Ln HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER I F0 :ETINSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 13).ALL FLOOR TILE AREAS TO HAVE MUD SETTING.(3)1 3/4X9 1/2 ML SH�E M (3)1-3/4X9-1/2 ML FLUSH BEAM (3)2X10 HDR (3)2X8 HDR ((3)9-1/2ML DR E • ' ___________ 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 14).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 2'-0" 4'-1' ' ' Z ,: UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK -----_----_ 6'-2"x 4'-11Ye 2'-11 15/16' x 5'-11/e" 8'-0"x 2'-4%" 2'-11 15/16' x 5'-11/e" STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 15).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS ----------- ----------- + SIDE FOR MICROLAM HEADERS. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. _____ a „ „ INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. v ® BATH lo HER '"' 71-011 91-511 91-4Y4[11 9-4/< 3-9 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ---------- ----- x - - --'-- i (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 16).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. CLOSET i --____-_--_ --------___ 38'-11Y2" FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 00 2X10 DF#2 CJ 6 0 • : ------- ----- PER CODE. ----------- B ' OP r DRAWN BY: MH t (3)2X8 H � � (3)2X10 HDR 11/26/2021 TEMPERED (812X8 HDR + TEMPERED 2'-1115/16"x 5'_11'/." 2'-1115/16"x 5'-11Y." 6'-6"X11-0.1 PR0P0SED 2ND. FLOOR PLAN SCALE: SEE PLAN 4'-3" 8'-6" ' 8'-5Y4" 4'-8'/0" ol SCALE: 1/4" = 1'-0" 25',11" NORTH SHEET NO: &PROJECT A ' _ I - I A I 1 I I I I I I I I 12 I 2X10 DF#2 RR @16"OC I I I I --——————- - —1 -——-——--———————— —— ———--————-——-——— I , , 1 I , I I I I O ' I I � I I I I I I � I I oep - - --- - CEILING 2X BLOCKING I , � I I 2X10 DF#2 RR @16"OC I I I I I I I B 5/4X6 II w i --------i � FRIEZE BD. 1/2 RN D. GUTTER I I 12 C I I I i l J I I 1 I 1KJ � I I I m I i 91-011 w I I I I I t i I 1 , 1X6 E&CB I I I --------- _ CRICKET 1X8 FASCIA SOFFIT 2'-0" OVERHANG O o P /_C t2u I ` 10 SOFFIT DETAIL N L�^1 • WN 1 I I Q 1 i O I I I 8'-6"X 3'-0" I 1 1 11 I I ROOFING C p Q _ O - CROWN 2-1/2" CP X ZD Gbh` w I 1-3/411-7/8MLRIDGE tiiA `� @� �} _ i � ' �----,-- ----, ' ' � FASCIA 1X8 V - 4 CD IZ 1 3/4X14�/1'RIDGE ' ' ' I O m 2X10 RIDGE 2X8 RR "' _� � �`, 10.5 N 00zo @16"OC00 IZ 17 10.5 ---L-u ----------------�--------------�I-I---------' '�--------------I I-------- ---------- ; -------- --- -------------- ------------------I '' CROWN 5-1/2 -------------- ;---------------- ---------- ------------ I I FRIEZE BD. 1X811 I I 8'-6" 3'_0" ol EQ. E(1l.,( 1 I I L I I i , I V I , ' o I . 101-01112 I . RAKE DETAIL �� , 1 I cc I I I ' K LQ�� I .�' Jj .'i - I N ------------- I ----' ----------------------------- ��OA -------------- i - ---------------- ------ " i ------------- ----- ............ -------_�� `----------------- ----------------------------'---'-- I C�r I , I I II I I I i ------------ ------------------------------------- ------------- -----------' -----------------' --------------' � �I 1 1 I --------------------------------------------------------------------------------- ; _ 2X10 DF#2 RR @16"OC I I I U i 12 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. z 5 BOTTOM OF COLLAR TIE TO TOP OF SUBFLOOR TO BE 6'-11"MAX. I I �=. B ' 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS DEC 1 LUL R (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 12 PER CODE. 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. I I I I I I I I I 2X10 DF#2 RR @16"OC 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 5).USE ICE&WATER BARRIER UNDERLAYMENT WITH STANDING SEAM ROOFPLAN METAL ROOFING.INSTALL PER MANUFACTURE INSTRUCTIONS. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES, SCALE: 1/4" = 1'-0" INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4' PERMITER. DRAWN BY. MH i 1 7).GUTTERS,DOWNSPOUTS,DRYWELLSTO BE INSTALLED AS REQUIRED. aPROJECT NORTH 11/26/2021 A SCALE: SEE PLAN SHEET NO: 2X10 RIDGE 12 @tib �9p 10.5 QQ• �1 ,L�42 60 c 2X6 CJ 16"OC 21 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE CUPOLA 2X10 RR @16"OC 2X10 RR @16"OC (3)9-1/2 ML (3)9-1/2 ML VALLEY VALLEY SOLID BLOCKING T__� UNDER WALL 2X10 CJ @16"OC (3)2X10 CJ @16"OC(UNDER CUPOLA) � kqlp I Qb Alp iAAplAQ6ljQ �l �l �l �l d 2X10 CJ @16"OC 5)1-3/4X14 (5)1-3/4X14 2X10 CJ @16"OC 2X10 CJ @16"OC ML ML 2-5/8X11-7/8 I I WOLMANIZED GIRDER I I II I 16X6 ACQ POST (BOXED IN) ' PORCH I I OVER WALL 5/4 DECKING OVER I 2X ACQ SLEEPERS WALK-IN CLOSET JR. MASTER BEDROOM 3'HIGH RAILING(TYP) I DECK EPDM OVERT&G EXT SHTG. I I II II N 3/4"SUBFLOOR 3/4"SUBFLOOR W18X50 14711230 F1 @16"OC 14"TJ1230 FJ @16"OC 147.11230 FJ @16"OC (3)1-3/4X14 ML (4)1-3/4X14 ML 14"TJ1230 FJ @16"OC 1-3/4X11-7/8 ML(TAPER TO 9-1/2) w/(2)1/2"STEEL BLOCK OUT STEEL BEAM ALT.:BUILD OUT [ �� WALL UNDER I I DEN HALL WALK N CLOSET i O MASTER BEDROOM A O BATH O � w 00 � z 3/4"SUBFLOOR 3/4"SUBFLOOR _ _ _ Q 147/1230 F1 @16"OC : TOP OF WALL:8" Z 1 .b a WALL SHELF:4" (4)1-3/4X14 ML 14"TJ1230 FJ @16"OC 14"TJ1230 FJ @16"OC ti W (2)1-3/4X14 ML GIRDER (3)1-3/4X14 ML D tl� w/3/4"STEEL p+,6, P 4 GIRDER '4 L a � O ti O 2X8 STUD WALL e.;• 12"PC WALL p � •.. L . DAMPPROOF 9 w •4 '6,: '40 r , :E v 2X8 ACQ SILL PLATE t Ln♦a TERMITE SHIELD 6•• [V SILL SEAL0 1 4 4"CONC.SLAB ''d• CIO W a •. ♦. a e. a e. a a. a a a •. a •. a a. a • a a. a • • a •. a a. a e. a s. a e. •�• _ _ J '••D 24"X12"CONC.FTG cn d o (3)#i5 REBAR A CROSS SECTION A 6 10 SCALE: 1/4" = 1'-0" 113 3 11/4 13/4 11/2 11/4 11/4 11/d 11/z 31/4 F/4LAVWC._ _ _ _ _ _ _ _' SHO IEP SHO ER4ER 1 /�1' /•�' / i r r r r r 11/4 11/4 3 2 11/4 3 , = 3 11/4 DEC i 4 L'.J�.� co 1 2 C.O. 11/1 I[.0 I F i r 3 3 3 r ' 11/4 31/2 11/4 :IR 11/1 11/] 11/4 11/d 11/4 r r 11/4 11/d 13/d 11/4 11/4 ' ' ' ; i i , r i r r r 1 WC, LAV LPV LAV WC. W.G LAV SINK SINK SINK WM DW DW • r ' r r SHO JER B H SH 3 2 3 3 11/1 11/2 11/2 z r ' ' C.O.1 11/4 1 11/4 1 C.oC 0.1 L1/2 1 c 0. 11/d 3 3 B 3 DRAWN BY: MH ' •r ' ' � ' ' ' � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1/4 11/4 11/26/2021 31/4 11/2 „/q INSTALL WINDOW(S) PLUMB, LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP (IF FOLD HOUSEWRAP DOWN AT HEAD; TAPE - LA" FAI. PER MANUFACTURER'S INSTRUCTIONS; SEALANT APPLICABLE); HEAD FLASHING; AIR SEAL WINDOW AROUND SHO✓ER l7w. r1l_ SCALE: SEE PLAN BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH C.0 1' 3 ,,, C.O.111R 11/2 BASED ON RISK FACTORS; 1F SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM; EXPAND- 3 3 IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. SHEET NO: SLOPE"1/4"PER FOOT PITCH TO DRAIN - 10A 1. 4'C.I. SEPTiCSYSTEM TRAP HOUSE PLUMBING SCHEMATIC SCALE: NOT TO SCALE 0 N 1-3/4X14 10' MLRIDGE 12 __ 2X6 COLLAR TIE @48"OC ___ MEAN ROOF HEIGHT 10 MEAN ROOF HEIGHT P@ OP 2X10 CJ @16"OC (3)2X8 (5)11-7/8 - -- G HDR MLHDR O HALL WALK-IN BEDROOM No. 2 a, CLOSET 3'h RAILING SOLID BLOCING -- -- BETWEEN JOISTS UNDER BEARING WALLS - - - - - (TYPICAL) W 18X130 N 3/4"SUBFLOOR N 5/4 DECKING - - - 2X10 AC0 @16"OC ----- - ------- ----- ML BEAM ALONG HEADER 7X11-7/8 WOLMANIZED SOLID BLOCKING GIRDER O (4)14"M,UNDER MED � TO FIT,UNDER m (3)9-1/2 STEEL HEADER UJ MLHDR O PANTRY DINING ROOM BUILD OUT OVER DOOR FOR HEADER O ALT.BUILD OUT WALL(Vlf) SOLID BLOCING O n O BETWEEN JOISTS UNDER BEARING WALLS SOLID WALLS UNDER LIFT AND SLIDE DOORS (TYPICAL) VERIFY SPECIFICATIONS AND DETAILS PER O 3 4"SUBFLOOR MANUFACTURER TOP OF WALL:8' ° ALL SHELF:4" - - - DBL 1-3/4X14"ML F1 @16"OC DBL 1-3/4X14"ML FJ @16"OC 1-3/4X14"ML FJ @16"0 t 4: . . ., • •. •. • °. E 4"CONIC.SLAB REINFORCED ' °. Z 5/8"TYPE-X FIRE RATED DBL 5/8 TYPE-X b d° a • 4 - - - (3)1 3/4X11 7/8 ML SHEETROCK ON CEILING AROUND GIRDER .a•.. w/6X610/10 WMM bee• ' '°, °. ' n W/(2)1/2"STEEL • 1'D OVER CLEAN FILL :d�.' 4 e° HEADER AND WOOD WALLS(TYP) q' ° ° UJ ' 1 O - (3)1-3/4X14 ML q4 w e :D,e .� e . W/(2)3/4"STEEL a 6 v ; °. POOL s �■/ ! V -- - GIRDER -6tie v' a n• 4.d: a b 4: 45MIN.FIRE RATED ` �D 12"PC WALL 4 16X16 CONC.PIER °0 s O A'. DAMPPROOF b� p I■■�-I DOOR,STEEL JAMB •a 6:a > REINFORCED W/ I■■LI SC HINGES(TYP) 2X4 WALL ..a .6•'° (4)#5 VERTICLE UNDERei4 ' REBAR(TYP) (n [� -- -.. EDGER '46 ° e° •4la•° p.,° Fq #4 BARS @12"OC Lti < 4 • �.. AT APRON(TYP) b,e 4�: a a . D O H b. • •. •. •. .. e . •. • •. • •. • e. .� d•'O N . • .. . . .. . . o b 4 4"CONC.SLAB(PITCH TO OH DOORS) e$ REINFORCED w/6X610/10 WMM oe o ca s110 Dill -mO tbge OVER COMPACTED SOIL 36"X12"CONC.FTG 30"X30"X12" >� (3)#5 REBAR CONC.FTG s D 24"X12"CONIC.FTG (3)#5 REBAR B CROSS SECTION B Generated by REScheck-Web Software 611 SCALE: 1/4" V-0'I Compliance Certificate 2" " 2" Project 6025 NASSAU POINT HOUSE Energy Code: 2018 IECC O O O O 211 O O O O 2 11 ® ® ® ® ® 2" Construction Type: Single-family ew York Project Type: New Construction Conditioned Floor Area: 6,272 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: FASTENER TYPE: SPACING: No.8 WOOD-SCREW Construction Site: Owner/Agent: Designer/Contractor: BASED ANCHOR WITH 16"OC 6025 NASSAU POINT ROAD tin.EMBEDMEVT LENGTH CUTCHOGUE,NY -4@) OO e ® Cc ® e No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC 2In•EMBEDMEVT LENGTH ril 1/4in.dia.LAGSCREW Compliance: 4.3%Better Than Code Maximum UA: 912 Your UA: 873 Maximum SHGC: 0.40 Your SHGC: 0.33 + BASED ANCHOR WITH 16"OC The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. DECU1 I `Q t 2"0'Z I tin.EMBEDMENT LENGTHIt DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ® ® ®® ® ® IWO Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck,Each slab-on-grade 3/4"APA PLYWOOD assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) e ® ®® ® ® Envelope Assemblies 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTE RNATIVIVE:7/16"O.S.B.) ® - E'�t .r '�. v �' .', ."�„• �'.s`, CEILING FIBERGLASS:Flat Ceiling or Scissor Truss 2,609 30.0 0.0 0.035N0.n 0.026 91 68 ® ® ®® ® ® BASEMENT STUD WALL(INTERIOR-FIBERGLASS): 1,567 19.0 0.0 0.060 0.060 92 92 Wood Frame,16"o.c. FASTENERTYPE: SPACING: 2X4 DF#2 Door:Solid Door(under 50%glazing) 42 0.280 0.320 12 13 No.8 WOOD-SCREW STUDS 1ST.FLOOR WALL(FLASH AND BATT INS.):Wood D RAW N BY■ MH BASED ANCHOR WITH 10"OC Frame,16"o.c. 2,771 27.0 0.0 0.051 0.060 92 108 WINDOW SILL 21n.EMBEDMENT LENGTH e ® e® IL ® e Door 1:Solid Door(under 50%glazing) 52 0.280 0.320 15 17 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS i PANEL SPAN EQUAL OR SMALLER BASED MBEDMENTVLENGTH 1z "oc Door 2:Glass Door(over 50%glazing) 378 0.300 0.320 113 121 11/26/2021 SHGC:0.42 THAN 4 FEET 1/41n.dia.LAGSCREW Window:Metal Frame w/Thermal Break 74 0.330 0.320 24 24 SHGC:0.29 BASED ANCHOR WITH 16"oC 0 Q 21n.EMBEDMENT LENGTH Window 1:Metal Frame w/Thermal Break 460 0.300 0.320 138 147 SCALE: SEE PLAN ® i i e ® ® ® SHGC:0.27 TYPICAL DOOR OPENING FASTENER TYPE; SPACING: 2ND FLOOR WALL(FLASH AND BATT INS.):Wood 2,494 27.0 0.0 0.051 0.060 93 110 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES Frame,16"o.c. 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW Door 3:Glass Door(over 50%glazing)AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC SHGC:0.42 g g 251 0.300 0.320 75 80 SHEET NO: No,10 WOOD-SCREWS SHGC:0.29 OR GALVINIZED BOLTS W/WASHERS THAN 6 FEET AND NUTS @ T-0"O.C. 2in.EMBEDMENT LENGTH Window 2:Metal Frame w/Thermal Break 114 0.330 0.320 38 36 TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC Window 3:Metal Frame w/Thermal Break 301 0.300 0.320 90 96 PANEL SPAN GREATER THAN 6 FEET 2in.EMBEDMENT LENGTH SHGC:0.27 AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC Project Title: 6025 NASSAU POINT HOUSE Report date: 10/28/21 THAN 8 FEET 2in.EMBEDMENT LENGTH Data filename: Page 1 of 2 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ...' AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING ___ CONDIT10NED PERIMETER SLAB(R15 3"FOAM): WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Slab-On-Grade(Heated) 1,046 15.0 0.790 0.645 0 0 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO Insulation depth:3.0' COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. calculations submitted with the permit application.The proposed building has been designed to meet the IECC requirements in Ins REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, Name-Title Signature Date WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN ° ° ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE o RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDE'JVALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH JOISTS. UNDER WALL. ANCHOR ELATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) - WALL SHEATHING RAFTERS MAINTAIN I I VENTILATION WOOD JOIST SIDEWALL FLASHING BLOCKING — 2x4 LEDGER BLOCKING FOUNDATION � TOP PLATE FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'O" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD �\ ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. �+ l FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR ` J 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4' — 6' RAFTER RT10 0-3/4' x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,� � 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTERI O SOFFITED EAVE DETAIL ^ ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT 1--I OF FLASHING 2ND. FLOOR WALL O / ROOFING LAPS BASE ' FLASHING 4 INCHES z -- BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME z� I--I w EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT t ^ a WOOD JOIST VO O -� V TOP PLATE GIRDER/HEADER (� SIDE WALL FLASHING WOOD JOIST F-•� 1ST. FLOOR WALL, STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION [VG 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE " THE PROPER STEEL CONNECTOR. INSTALL 4'0O.C. RAFTER TO ELATE AIR PASSAGE / RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT 0'✓ER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD I �— SUBFLOOR SILL GASKET WOOD JOISTS r TYP. CONC. FOUNDATION n ` 6IL. ONSLAB GASKET NEOPRENE .,� i /2x8 DAMPPROOF EXTERIOR ° V� �. , BOLTED TO OSTEELUBEAMWWIT PLATE EMIL POLY ON EXTERIOR V GRANULAR FILL r � � � \•& 17 1/2 " DIA. BOLTS @ 48" o.c. STAG. ° V STEEL COLUMN 4 A D a ,• ROOF JAC K D CONC. SLAB STEEL BEAM r ° n a �'& ANCHOR BOLT EMBEDMENT: I �. db db 4 V COMPACT FILL � o :D POURED CONCRETE: 7" TOP AND BOTTOM PLATE 4" x 1/4" x 8" STEEL r BLOC K WALL: 15" ROOFING LAPS �� KEYWAY FOOTING D V / ° ° 4 ° ] FLASHING AT .` WITH 1/2" x 6" ANCHOR BOLT e e e' CONC. FTG. `& Q'& G D' USE WITH 3x3 SQLARE WASHERS SIDES AND TOP . 1/2" GROUT ° : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �. , 0 0 0� o• n n p REINFORCING BAR3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC , SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL ;''Ec 1 4 L`✓�I i TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC WHERE NEEDED =0R STRUCTURAL BRACING. STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL } . SUB FLOOR CONC. SLAB 6X6 10/10 WWM GARAGE I DOOR FRAME JOIST COMPACT FILL DOOR � I USE 2X8 STEEL BEAM FOR B LOC KOUT t 4" SLAB = P.T. PLATE W/ 6X6 WMM \ I I SLOPE • n 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH 1/2" AIR SPACE < 1 <' ° ° 71 �" (WITH A NAILING PLATE IF NEEDED) AT END AND �• " -,& ° ° °' ° :< , °° , ° TO BE APROX. 1/2" OR HIGHER THAN �,y;•& ES OF WOOD ,& STEEL BEAM TO ALLOW FOR SHRINKAGE i 1/26/202 1 GRADE ° "--�------«----- , ° ° �• ;- BEAMS _ Im D '° D ° D a '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 1 L Q Q Q 6X6 W.W.M. ,•p - - - - IIIIII_ M N'. D '�D D D -'A �'& �'4 �'� ° NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -�I & & ��—D-� r. r. ° ° �� , ° —I �SUBFLOOR SCALE: SEE PLAN NOTCH EQUALS 1 4 DEPTH OF BEAM �1=1 D D ° D • n REINFORCING BAR / -W ° o ,° •D ) ° III II JOIST DRAIN TILE — •�� �I • D .• REINFORCING BAR • � 1•° O ° 4 ° 12" SHEET METAL / 30# FELT UNDER BEAM AT POINT Ill L• n s ° STEEL BEAM ITI p• OF CONTACT WITH CONCRETE OR CONC. BLOCK LLI_ SHEET NO: o•� TYPICAL CONC. MONOLITHIC FOUNDATION, REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '^ ° 3" SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT BEAM POCKET WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GE1 ERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT CONSTRUCTION NOTES: TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE CEILING JOIST 8 WALL: 3-8d COMMON EACH ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the FIRE ESCAPES 40CEILINGS (GYPSUM) L/240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE CONCRETE WALLS (6 THICK) s5 TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 accordance with table 3.3. GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS (PLASTER, STUCCO. Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs ) H/360 3 ) p g 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. gyp P 16d COMMON SMOKE & CO2 DETECTORS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUN DATION NOTES: Type If exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONI PER FACE NAIL FOOT SEE NOTE: 1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest; on undisturbed (virgin) soil. interior shearwalls are used. Sheathingand connections shall be in accordance with JOINT DESCRIPTION NA'.L NAIL NOTES �•/ MODERATE SLIGHT TO QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. 17 NONE - �+ 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. ) SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: O O 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES O be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.L. Concrete to be TO JOIST 2 - 8d COMMON END NAIL @ 1:4 w poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) -� o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. d COMMON @ 12" O.C. Q [� to be minimum 3-1/�. Inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6" maximum lifts (layers). p p g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 � I-I (� 6). Crawl spaces to be provided with a minimum 18"xare access opening. Install one attached with the above requirements. TO BEAM along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMONEACH FACE JOIST NAIL NOTES Vola 08x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1 . Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. PER END O I-+-I pp ) g p BAND JOIST 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 O Z FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. V F EA For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. / N 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL c/ Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For ^ below rade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. (� 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. g p g STRUCTURAL PANEL 8d WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE g 4). Deck joists to have blocking at 8'0 o.c.. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. g g JOINT DESCRIPTION SEE NOTES: 1, 3 BOTH FIELDS Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearingwall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. EDGE„ Bearingwall headers to have (2) jack studs and 2 full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS 8d COMMON WFCM - SBC ) g q pp connecting PLUMBING NOTES be used. anchors where applicable to all connectin oasts. 7/16" OSB 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7' O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. " on plans. WALLBOARD 10 O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4"' thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. i 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. P where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR y FC 4 JLI HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD MIN7 SQ FT. AFF D.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joistsNYS Residential Code R302.11-FIREBLOCKING REQUIRED f under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Ac requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 �� feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. : CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, /� L� plywood TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher DRAWN BY. M 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech 1 ood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PI-400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRI CAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 11/26/2021 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous ove- connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shill be permitted SCALE' SEE PLAN to have regular 1/2" sheetrock. All walls to be taped and finished. p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,at required by current N.Y.S.Residential Code. , 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. SHEET N O. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES. USE WITH FLASHING CAPS TO COVER TOP I ��_.;�, , I -� . 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J ,4c.al tr.s;sll.rl:!1'lit,I:r;C.•rr:Ilr _ „ _ - .- II '--- _ Tf4T-'P fAr, F:NVI'1X)Pr I} W I-I k-:lT It'Sti1-: Tl�rNT: TF" T1 iI'�rl=k.7F; '' 'nl:[.Ti'N tt---�� Chases and _- __. � ��`� �� �� }' � �_ ' � 1 , ___4 � f- _ In;I ,itr+•1 rr.6o.f 11'A TrR I, -,Is TF k T0131$(11IW..T'iYN 7 J O I--r 1 1:�1't k .+5'r"I t1t.E.!4's f, :lila 14 k:F.IL"C'f'. i SL1J4l:4:*�[1'l' �/ i a `J ' .�_ 11 I'I _r,e:, : I Glenn Goldsmith, Presiden �QgUF�U(kC Town Hall Annex A.Nicholas Krupski,Vice Pres acting ���,, 54375 Route 25 John M. Bredemeyer III y a P.O. Box 1179 Michael J. Domino ry Southold,NY 11971 Greg Williams 'y �ap� lY Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: OzLIZA Completed in field by: , I R Jeffrey Patanjo on behalf of ALAN CARDINALE requests an Administrative Permit to conduct construction activity outside the 100' edge of wetlands for the construction of a single-family, two- story dwelling with porch and in-ground swimming pool measuring 18'x36' on waterside which is, outside of the Trustee's jurisdiction; install gutters and leaders to drywells on the dwelling to contain runoff; to install a gravel driveway; and to allow for ground disturbance caused by activity outside of the Trustee's jurisdiction. Located: 6025 Nassau Point Road, Cutchogue. SCTM# 1000-111-13-7 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet r 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 o 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: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other _ R a7' a yyl4"`'i,'e4 y.a SM1 y? 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'•' i OFFICE LOCATION: ®f s® �® MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 a0 Telephone: 631 765-1938 COWri LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 14, 2021 Re: LWRP Coastal Consistency Review A+4T+teWCARDINALE SCTM# 1000-111-13-7 Jeffrey Patanjo on behalf of ALAN CARDINALE requests an Administrative Permit to conduct construction activity outside the 100' edge of wetlands for the construction of a single-family, two- story dwelling with porch and in-ground swimming pool measuring 18'x36' on waterside which is outside of the Trustee's jurisdiction; install gutters and leaders to drywells on the dwelling to'contain runoff; to install a gravel driveway; and to allow for ground disturbance caused by activity outside of the Trustee's jurisdiction. Located: 6025 Nassau Point Road, Cutchogue Located: 6025 Nassau Point Road, Cutchogue, NY. SCTM# 1000-111-13-7 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. 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 Project Description: To conduct construction activity outside the 100' edge of wetlands for the construction of single-family two-story dwelling, porch, in ground swimming pool measuring(18' x 36') on waterside, installation of the pool plumbing lines, pool fence, install gutters and leaders to drywells on the dwelling to contain runoff and install a gravel driveway which are all outside of the Trustee's Jurisdiction, however, it being understood the Trustee's will require a 15' non turf buffer as per permit number 9591 and allow ground disturbance caused by activity within the trustee's jurisdiction, to facilitate the completing of the construction project. DEC 1 4 2021 1 Soui�7�1�(ctir� �Oc"fli Of TfuS%es 7 Glenn Goldsmith, President s �QF Soot- Town Hall Annex A. Nicholas Krupski, Vice President fj,`�� ��� 54375 Route 25 tP.O.Box 1179 John M.Bredemeyer III A17 I ISouthold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams ® ���® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD t-- Ci 1 This Section For Office Use Only t'!!i,{ )j Coastal Erosion Permit Application Wetland Permit Application ! D EC 1 3 2021 Administrative Permit Amendment/Transfer/Exten ion a SC";;i:,ld fovin O Received Application. � Bora of 1r.Vistec� _Received Fee: $ /QD Completed Application: Incomplete: _ SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): ::Y_LWRP Consistency Assessment Form Sent: I ol- I ! - CAC Referral Sent: Date of Inspection: Receipt of CAC Report: Technical Review: _ Public Hearing Held:Ld9 a� Resolution: Owner(s)Legal Name of Property(as shown on Deed): Alan Cardinale _ Mailing Address: 10095 Main Road -Unit 4, Mattituck, NY 11952 Phone Number: 631-445-4432 Suffolk County Tax Map Number: 1()00- 111-13-07 Property Location: 6025 Nassau Point Road-Cutchogue See location map (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Jeffrey Patanjo Mailing Address: P.O. Box 582, Bohemia, NY 11716 Phone Number: 631-484-9332 Email:JJPatanjo@gmad.com ,,:)ard of Trustees Application GENERAL DATA Land Area(in square feet): 30,812 Area Zoning: Res Previous use of property: Res Intended use of property: Res Covenants and Restrictions on-property? ❑ Yes No If"Yes",please provide a copy. Will this project require a Building Permit as,per Town Code? _1:1 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 No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes 5-71No Does the structure (s)on property have,a valid Certificate of Occupancy? Yes W1 'No Prior permits/approvals for site improvements: Agency Date Trustees #9591 12/3%19 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ❑✓ No ® Yes If yes;provide explanation: Project Description: To conduct construction activity outside the 100' edge of wetlands for the construction of single family two story dwelling with porch and in ground swimming pool measuring 18'x 36' on waterside which is outside of the trustee's jurisdiction, install gutters and leadings to drywells on the dwelling to contain runoff and install a gravel driveway, however, it being understood the trustee's-will allow ground disturbance caused by activity outside of the trustee's jurisdiction, to facilitate the completing of the construction project. _oard of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Install proposed silt fence 85'landward of top of bluff line. Silt Purpose of the proposed operations: fence shall remain in place until final stabilization is complete.Silt fence is at the request of the Planning Dept, Note:silt fencing,hay bales and ground disturbance caused by activities outside of Trustees jurisdiction. Area of wetlands on lot: 0 square feet Percent coverage of lot. 0 % Closest distance between nearest existing structure and upland edge of wetlands: 100 feet E Closest distance between nearest proposed structure and upland edge of wetlands: - 100 feet Does the project involve excavation or filling? 1=-� =No ❑ Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? N/A _cubic yards Depth of which material will be removed or deposited: ,N/A feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: N/A 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): The project will have a positive effect due to reduced runoff from site during construction. Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1—Project Information. 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 maybe subject to further verification Complete Part 1 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 Part 1.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 Name of Action or Project: 6025 Nassau Point Blvd-Cutchogue Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: Install temporary silt fence seaward of proposed residence construction limits approximately 86 landward of top of bluff. Note:silt fencing,hay bales and ground disturbance caused by activities outside of trustees jurisdiction. Name of Applicant or Sponsor: Telephone: 631-445-4432 Alan Cardinale E-Mail: alanjr@cardinalemanagement.com Address: 10095 Main Road-Unit 4 City/PO: State: Zip Code: Mattituck NY 11952 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that a 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 government Agency? NO YES If Yes,list agency(s)name and permit or approval:Town of Southold Trustee&Building Dept ❑ 21 3. a.Total acreage of the site of the proposed action? 0.707 acres b.Total acreage to be physically disturbed? o.001 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.707 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial © Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page l of') 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ Ft/1 ❑ b. Consistent with the adopted comprehensive plan? ❑ R ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Peconic Bay and Environs, Reason:Protect public health,water,vegetation,&scenic beauty, If Yes,identify: Agency.Suffolk County,Date.7-12-88 ❑ ❑ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? Fv� ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed "❑� ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: None required ❑ 12, a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the E]Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the 21 State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 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 agency? ❑ 21 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: IR ` . '�s�{-k,s✓.e`,h;�'are`=�:;tt_� Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: m Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland ❑ Urban ✓❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? El R)Least Tern 16. Is the project site located in the 100 year flood plan? NO YES ❑ R] 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, 0 ❑ a. Will storm water discharges flow to adjacent properties? 0 ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑✓ ❑ If Yes,briefly describe: , 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If-Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF P"KNOWLEDGE f p ApplicaWsponsor/name: Alan Cardinale Date: 1a6131a� Signature: Title:Owner PRINT FORM ]Page 3 of 3 EAF Mapper Summary , I®rt Wednesday, August 21, 2019 10:46 PM Disclaimer: The EAF Mapper is a screening tool intended to assist ` °� -�` project sponsors and reviewing agencies in preparing an environmental ry, assessment form(EAF).Not all questions asked in the EAF are 'tii t330'$fl4 MC `fL -r _ `"°;5j answered by the EAF Mapper.Additional information on an EAF = to . y \31 , ( (t _gp €t01� „ ;. ,,_- .�� �� r ,, - i question can be obtained by consulting the EAF Workbooks. Although ­'�f01 f} 4Q the EAF Mapper provides the most up-to-date digital data available to foo 800 'I00Q4,4 i" " 'S, ,a DEC, ou ma also need to contact local or other data sources in order _�;� ;f,,' `{. ( ; r (}{, ipr ( � � � 7 to obtain data not provided by the Mapper.Digital data is not a ;^'fit - r'=•= - ;n. 'ti,y y. .. - , `r . ;;I I EC#Q' �9Q- ' 0#I� ', ��>�-.t.= °3' substitute for agency determinations tf,,�f- 1,010.-t fl,,:ti3'0_r2fit4t701 "r ,"t4 `13 ( -00,13003 u" r U0,3200,4000s`;' b•.us�''" z -tppl !'!T t"� Q;1 {WL .'1� x` r6` k+Ki.� 'e Ifi>•iT k^!,. - �2'r ,t �, P � 4�. ..rv'rkie£ y3r`� /;Tv' �"en",` UO Q , ,f,xI',°yt '•`�"F"0,,'t?�.Q.:.:x,.`�,�__0st0;:st ., A -Toronto "1-1 TO LL[:d dNtVV�aN b �f—^,w :.*-ar`a�•'S+'`.�'s-1�, �'1,3 411'00wM04,9000' 1 �n340)S4 ;tJI`tit0 1fOr. tt 3 « ;•`o' *`.x#� AAS ss t er `i#r,�hA A-''rI't V.^120.— .irk :.w»,.,-z,.%„-�..«....tre`.;, t, 4 -t 04'=i-Y`4A947;` S f s' 3y N' CR [Wat�Q `jCTLY ti edtrz,ir6„U ;GS`a: _ , .,g•4,w - yn ,` " �%, '..,x;;_ �p(q��:LLtt-�,�j/ryr,j�$g++'�� ¢�p��g0,14-100-17-12,007-1: ti.2��=.. ,,„t �;U'` ,a` r '+!{x 400,,J-400-2504i _ W ;". 1 3 T• t2i? srs,.1=S r, t�# itt� v F?, E, s�mir -60 C°tCiY{lT}t' ��•:�I-l„i,�t.tC.,aF,x.,yolfu-`"r� Ei400=3`00 . q, rg�paP°;s`gy�y'?�3xm'.��=v�Y,r+.o'-31�31,laiCyL7ii+E(asll!nn#8#,�E�,di�sGtr'sin�gi_:s- ;tlFiCd`ta.4s'SssdR.g,')_II�rI..E �(fEl3 i,W0t:9-�F. ar {t: Part 1 /Question 7 [Critical Environmental Yes Area] Part 11 Question 7 [Critical Environmental Name:Peconic Bay and Environs, Reason:Protect public health, water, Area- Identify] _ vegetation, &scenic beauty, Agency:Suffolk County, Date:7-12-88 } Part 1 /Question 12a-[National or State No � ! ,Register of Historic Places or State Eligible Sites] �W, � Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. (Part 1 /Question 15 [Threatened orYes Endangered Animal] Part 1 /Question 15 [Threatened or Least Tern Endangered Animal -Name] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report r -�Dard of Trustees Application AFFIDAVIT Alan Cardinale 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 k 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 BOARD OF 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,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. i gnature of Property Owner Signature of Property Owner i Idb SWORN TO BEFORE ME THIS I _ - DAY OF ;20 2 O Notary'Public BARBARA McWNNON Notary Public-State of New York No.01 MC6101870 Qualified in Suffolk County My Commission Expires Nov 17,20&5 --bard of Trustees Application t AUTHORIZATION (Where the applicant is not the owner) 4 I/We Alan Cardinale owners of the property identified as SCTM# 1000 111 -13-07 in the town of Cutchogue Jeffrey Patanjo -- New York,hereby authorizes , to act as my agent and handle all necessary work involved with the application process for permits) from the Southold Town Board of Trustees for this property. P operty Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS 134 , DAY OF Notary Public BARBARA McKINNCN Notary Public-State of New York No.01 WL6101870 - Qualified in Suffolk County my Cornnfission Expires Nov.17,20.1.3 APPLICANUAGENU/REPRESENTATIVE TRANSACTIONAL DISCLOSURE.FORM The Town of Southold"s Code atEthics-grohibits-conflicts-of interest on the part of town officers and emoloyees-The aumose of -this form is to provide information which can alert-the_towiLofpossible_conflicts-otinterest and allow itdo-take whatever action is: ,neceg5ary to avoid wine. YOUR NAME: Cardinale,Alan (Last name,first name,middle initial,unless you are applying`in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) { Tax grievance Building Variance Trustee ✓ 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 . 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 the 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): , ELA)the owner of greater than 5%of the shares of the corporate stock of the applicant EJ (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(whet 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 �d of t 2 .2021 Signature, Print Name c.-h►,y, C¢,Gr>. /1V d-IC Form TS 1 !f 1 Agency Use Only [If applicable] Project: Date: Short-Environmental Assessment loan -Parti -impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 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 ..w d ��tg. -���R`i-,t�`���,�rLsa „yam,�2r_�'n``w•'3t h'+ y , a .ctr,� Y,'.ran„-�;•' '."`t+ t'sszk=i& .^ar, ,a;%:,,:,;.e-s" <:.'„ , _ .. . ,"�S;^�t�r.'.'�,'Mx,_ y }_ �.,.+" _azj” �''s..'s.� +�.v ypr",`-baj` •`V small L to large . ., _ impact impact. /;Y^`i. '.z'e`��v+�'� ���.x�,t '�:ex,•' ' `���:yrs-�"m�S�k� ,�; "-=3�"".�a�',s";ta``w...,;= ,�,+e �. �Aao,i"^�`<.�,�, ^�; �*.sr.,-a'�'��"e��.s� s �•"xw .spa,= _' Ily r 'M:4Rh Inay `,,r occur occur f�' r ,.,�;�.t,>u4ew°` `»:+`✓ :-y=x"�`",,ni;,-_»�:=wi�rPee �Y�r�:�="'a-�--..»-. ���,"»^,ra .w'',:ws v ;��-, 1< Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? F-1 El 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ C❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ E]establishment of a Critical Environmental Area(CEA)? S. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect existing infrastructure for mass transit,biking or walkway'? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate �"❑ �❑ reasonably available energy conservation or renewable energy opportunities? L 7. Will the proposed action impact existing: ❑ El a.public/private water supplies? b.public 1 private wastewater treatment utilities? ❑ Q 8. Will the proposed action impair the character or quality of important historic,archaeological, E] El or aesthetic resources? 9. VVill the proposed action result in an adverse change to natural resources(e.g.,wetlands, F] F1waterbodies,groundwater, air quality,flora and fauna)? 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage ❑ F-1problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ PRINT FORM Page 1 of SEAF 2019 Agency Use Only[If applicable] Project Date: Short Environmental Assessment rorrn Part 3 Determination of Significance 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 the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by 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 occurring,duration,irreversibility,geographic scope and magnitude. Also consider the potential for short term, long-term and cumulative impacts. ❑ 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 potentially 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 proposed action will not result in any significant adverse environinental impacts. Name of Lead Agency Date Print,or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT FORM Pan oft Town of Southold LWRI'CONSISTENCY ASSESSMENT FORM A. INSTRUCli'IONS 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 suoporting 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. D. DESCRIPTION OF SYM AND PROPOSED ACTION ; SCTM# III - 13 - 6.7 FROJECT NAMl; 6 o a S fJa.S g A u Poe n-f- Old- C 414-Clk o y Ile The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: SLG a4A04ed . Jeffrey Patanjo on behalf of ALAN CARDINALE requests an Administrative Permit to conduct construction activity outside the 100' edge of wetlands for the construction of a single-family, two-story dwelling with porch and in-ground swimming pool measuring 18'x36' on waterside which is outside of the Trustee's jurisdiction; install gutters and leaders to drywells on the dwelling to contain runoff; to install a gravel driveway; and to allow for ground disturbance caused by activity outside of the Trustee's jurisdiction. Located: 6025 Nassau Point Road, Cutchogue. SCTM# 1000-111-13-7 i Location of action: kJ S A Lo 1'OI A e 12J Site acreage: rJ•? D 7 Present land use: S Present zoning classification: P-e,S 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: Al '40% (�'A'al n- �Q (b) Mailing address:_ WOCj S AAa m 4u d — Vn t f (c) Telephone number:Area Code (d) Application number,if any: !Y/,4 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes �NoEl If yes,which state or federal agency? `�S D CC— C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVE1LOrE D COAST POLICY Policy 1. Fosters 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 amininaizes adverse effects of development. See LVVRP Section 111—Policies; Page 2 for evaIuatioan criteria. 9Yes ❑ leo [:] Not Applicable _ Prol«4 magas �c�,c t�cc dk [.®tea���,.� ,F, �►c��ss -f-� h-r��l, Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological mources of the Town of Southold. See LWRF Section 1H—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ rio ErNot Applicable Attach additional sheets if necessary Policy 3> Enhance visual quality and protect scenic resources throughout the Town of Southold. See LW"Section III—Policies Pages 6 through 9 for evaluation criteria ❑ Yes [I No PNot Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding aid erosion. See I VMP Section III—Policies]Pages S through 16 for evaluation criteria ❑ Xes ❑ Ivo � of Applicable f o i,e k S r►o e e c,+ Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold.See LUMP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes El No u Not Applicable Colca.Jc e 4 ec F Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Towns of Southold ecosystems including SignifcaIInt Coastal Fish and Wildlife Habitats and wetlands. See LWRIP Sections III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No r Applicable Pro I e 4S no AGF Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section H1 — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes No�ot Applicable f® e uS rw e{+ Attach additional sheets if necessary Policy B. Minimize environmental degradation in 'Town of Southold from solid 'waste and hazardous substances and was tes. See LWRP Section 1H—Policies; Pages 34 through 38 for evaluatiogi criteria. ❑Yes ❑ Into Applicable r V,l'e kc-s oto LSI PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational nese of, coastal waters, public lands, and public resources of the Town of Southold. See ILWRP Section III—Policies;Mages 38 through 46 for evaluation criteria. 1 [��`Ye❑ No❑ Not Applicable rf B m vi n t i-S .tet►{og nuwE Attach additional sheets if necessary ..moi _ WORKING COAST Pa "iis Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent asses in suitable locations. See I,WRP Section IIT—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ Into [J Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of 'living marine (resources in Yong Island Sound, the Peconic Estuary and 'Town waters.See 1LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes El No �I�tot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LVtrRP Section M—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes 1:1 No 1 loot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy-and mineral resources. See LVVRP Section M—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No 2 Not Applicable ]PREPARED BY �-� �o� �� TITLE DATI "2- 7 December-1-2, 2021 Town of Southold Trustees W- Town Hall,Annex Buildin r � r ! � - 54375 Rte. 25 _ - i�(� • - rte, P.O. Box 1179 EC 1"3 ,2021 ! Southold, New.York 11971 RE: ALAN CARDINALE 77 Sa3{,;r,tl7r;n • _ . 6025 NASSAU POINT ROAD—CUTCHOGUE - Bea,�c#`Tr��sirss SUM No.,1,000-111=13-07 _ APPLICATION FOR ADMINISTRATIVE AMENDMENT Dear-Trustees:. -We hereby submit the following: • One (1) original-and three (3) copies of.the revised plans. • Revised SEAF. = ; • Revised Pemmit.Application.: The revisions reflect that silt fencing, hay bales'and ground disturbance caused-by activities outside of Trustees jurisdiction. If you should have any questions or require anything further, please do not hesitate to call meat 631-484-9332 or a-mail at JJPatanjo@gmail.com. Very truly yours,' -Jeffrey Patanjo P.O. Box.582 Bohemia, NY 11716