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HomeMy WebLinkAbout52382-Z �o�NOFsa�Tyo� TOWN OF SOUTHOLD ; BUILDING DEPARTMENT ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52382 Date: 10/22/2025 Permission is hereby granted to: Harry loannou 102 Boulder Rd Manhasset, NY 11030 To: Construct a pool house/cabana with outdoor shower accessory to a single-family dwelling as applied for perSCHD approval. Premises Located at: 635 Stanley Rd, Mattituck, NY 11952 SCTM# 106.-8-14 Pursuant to application dated 09/11/2025 and approved by the Building Inspector. To expire on 10/22/2027. Contractors: f n \ 1 Q h Required Inspections: v V 1 1 0 k) `kA Fees: ACCESSORY $295.00 CO-ACCESSORY BUILDING $100.00 Total $395.00 --- JA Building Inspector .oSUFoi �oG A TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631).765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only § {;{ E rr 4 a. ii�� PERMIT NO. Building Inspector: S E P 1 2025 Applications and forms must be filled out in their entirety: Incomplete applications will not be accepted, Where the Applicant is not the owner,an. �e>II "f,,e;m ae rnen- Owner's Authorization form(Page 2)shall be,completed. 'Fawn Cry Date: OWNER(S)OFPROPERTY: ] � CTM #1 - P� Name: S 000 I- .1 f�/l�L'� Project Address: S }'� i; �c3: J j� -T'T l -Z LA- Phone#: 9 , T 5 io 913SD Email: `--r TO A IV(VL' �2.0 Cr✓►'1h � C.. c� Mailing Address: )U -O'U'%A"C- ' ' A0 6-7 fV y I u 3.3 CONTACT PERSON: no Name: 3-' '�` J �tf V �I Mailing Address: l ac f le-j" W i1A-S f'C7 w u ji Phone#: 1� 17 Email: �� o � �9 2-��-� -1� C cj /V) DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION.OF.PROPOSED CONSTRUCTION Q�Qw Structure Addition,, teration El Repair ❑Demolition Estimated Cost of Project: ❑Other $ F) Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 r PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Departmentfor the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and.other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described:The applicant agrees to comply,with all applicable laws;ordinances,building code, housing code and regulations and to admit authorized inspectors ompremises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law." Application SubmittjBy(prle): C ' ❑Authorized Agent ❑Owner Signature of Applica Date: CONNIE D:BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 11 Qualified in Suffolk County COUNTY OF SS: Commission Expires April 14, 2� ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this B I day of fY ► '� ' , 20� 4 / 44 6AA Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 STANLEY ROAD Existing Pavement LEGEND S 87.11 N '00°r Proposed Leaching Pool J 6'Min. SlpOiliied Construction Entr°na 105 00� 13'x10'Diam. ` C.B. GolLn ba9ir �� J M.unt.bl Berm 1 Existing Gro d Fllter Cloth ApProxim.te Location DI Existing Plup Dome ^V G.s +al 9 PROFILE (p n -a s ,apex Santary System To Be Removed a Washout 1 EHDepth c:- ❑ o em.0 ra.° coneree . ,,. 411 ® M.H.C. MOnhOle covet Propospa Trench Drain -_-pw:eu. _ •''^s`par o °`° - J Hyd. 1-ydran: 50,who _.P. I ight oo I M.U s.LD. surface et d-a n 10'wit.Z U.P. Utility POe EaisUng Ground m sup .- I W.M. Wce:or Meter I- - C W.V. W. vclve \ 12'IMin. Min.12' Existing a ec'00 ©-"'c""''' "i` ❑ A/C Air C ;t:or Onc Pavement Existing Brick Walk wk Wood PorcM1 - CI e u _ �4J -I1P- Overhead Wr°s To Be Removes d �� ' --'" •` /O PLAN VIEW I Y BORING G 10'Min - , _n.,.-_..o•_ '.. o Proposed Front Stoop a.- - ` Limits of DiawNonee `•a Y.D. .-5_P•C Eatpansion MI Fence /O GONSTRUG710N SPECIFICATIONS r..I °. `I Proposed Atemate Treatment 1. STONE SIZE USE 2'STONE,OR RELWMED OR RECYCLED CONCRETE EOUNALEM. o3wa a - 1'G j Sanitary System 7, / 2. LENGTH-NOT MESS THAN O FEET(EXCEPT ON A SINGLE RESIDENCE L07 WHERE A Q) .j 15 1 I ° + Proposed Basement Dryweil 30 FOOT MINIMUM LENGTH WOULD APPLY). O t •r 'f al 4'x6'Did. Tax Col 11.4 N 1J. 2 oli o R.Dome 3. TMICIOIE55-NOT tccc THAN SIX 6 INCHES. 1Y73 LE) ,I 4.6' () co 4'Elf.Depth / I ATLAS LOCATION mproyea O) I Proposed Dwelling 'V^,4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS Public '- pl N WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE. Water I Renovation 03 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING. I = I Fin.F7r.=5B.7 Prapaeea Stapp I Propwed Basement Stairwell S. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. _\�-- ro.YU 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL Proposetl Dwelling Addition 1� PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. PrI Pat Existing Woad Deck Solid Oome Pool Patio To Be Removed Precast Concrete I v o ____ _ e / Final grade 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE 1 To Grade-With AND WHICH DRAINS INTO AN APPROVED SEDIMENT TMPPINC DEVICE. Proposed Pergot. � \ I 1 Cast Iran Cover-H 12'Nin. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHN.L BE PROVIDED AFTER EACH RAIN. Tox LoI uneer P.wea sea z4'ntax. DRAINAGE CALCULATIONS SYSTEM A r S.G,S Ka/I S 8s Min SIODe Dwelling Are°-2.994.5 sofa I I e 20.5' Improved /8'Per I Runoff-2,994.5 a.(.x 2'/12-♦9s.1 ca.f. STABILIZED CONSTRUCTION ACCESS Shed' t I a W.I. p�L 2'-9' 499.1 coal./685 eu.l.per ft of nng (NOT TO SCALE) 3.8E,I I I 4`/--J F/ o c W.I. Mina -7.3 ft.req d. Existing Driveway-a- 1,092.9 Sala (1J I E Proposed A/C Units Runoff- 1,092.9..1.x 2'/12-182.2 cu.f. - Y.D. m Prop-Water Service 1% coal. 6.8.5 cu.f.per ft.of ring O' x Sy5 =2.]2 R re/ad. Silt Fence/ Q �' Pool k Pool Pali°Area-2.{Ti.B sofa Fllter F.bne Q M .f i Precml Concrete O .Earl 1a.7s Open I` Runoff=2,4TA.8 s.f.x 2'/12-413.0 c.J. - Grote 3'Min. Drainage Rings 2V Nat 413.0 eu.f./68.5 door.Per ft.of ring 10'Nin. "f j AI '�" Poa 10 ed � Collar -6.0 rL re9 d.------ G N .e I � � I Polio Colwna Arc°-H-J40 5405 s 2.f- O 16'wn. O Runa .5 .f. '/12 56.8 coal. a 56.8 68.5 c..f.Per ft.of ring u Z = Ie I v!\ ropose L -0.8 ft.Teri a. LP oba ` Tributory Area-7.045.0 s f. a`j �j J6'Min.Fence Post Onven Proposed Cabana I \� OPen°° N J-L ,L n Runoff-7,045.0 J.x 2'/12 x 0.3-352.3 du.f. Min.16'Into Ground Sanitary System x ` Crate I Q 595 1y is - 352.3 cu.f./68.5..J.per ft.of ring Proposed Pod Equipment e % -5.1 «.red d. PERSPECTIVE VIEW x O 0 Total Capacity Required-21.9 ft.of 10 ft.Diem.rings II ` Y.D. `7 -:--__- Total Capacity ProvdM-22 fL of I. H. -am. rings Sill Fence/ ,+ 2)Proposed Drywells'A' 11'x10'Oil. 76'Mina Fence Posl Plus Dome Filter Fabric I �- }11 � e S.A z' t 11'Elf.Depth 1 I FLOIt�i 20'Nin. Undipturbed Gfduntl p.a �am. �,p' 3'Min. - 1 r -..+e- j. ,aiaue Or no Lle.n Ned.C.-Send Al Embed Filter Cloth Af 16 -in- Under on era Water Grovel BaeklUll Ahd Around^ 6'Min. Min.Of 6'In Ground Pool(a3 Min.to 1}si:e) \ Penetration Into N 88w47'00" W mx Lot _ teable Sal 105.04' SECitON VIEW /20.5 Underlying Sand @ Gravel Strata CONSTRHCTION SPECIFICATIONS I Public 1. SILT FENCE/FILTER FABRIC TO BE FASTENED SECURELY TO FENCE POSTS Woo, WITHDRYWELL DETAIL ME WIRE TIES IO sPF TAPFIL 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH TITHER THEY SHALL (NOT TO SCALE) 3. BE OVFRILAPP BY 6 AND FOLDED. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED MEN'BULGES'DEVELOP SILTTEST BORING -January 22, 2025 4. POSTS TO BE STEEL TYPE IN FEN OR i'U'OR HARDWOOD. Performed By Slacke Test Boring, Inc. 5. FILTER CLOTH TO BE FILTER X,MIRAFT 100X,STASAUNKA TT14ON OR ZONING REQUIRED EXISTING PROPOSED APPROVED EQUAL Heavy Duty 12'Will De th 6. PREFABRICATED UNIT TO BE GEOFAB,ENNROFENCE,OR APPROVED Coal Iran Gmte EQUAL F-12'M'^' CIO9sifiLOtiOn O(Soil Wl A,e. 40.000 SF 20,330.E SF 20,730.E SF SITE PUN-GENERAL NOTES: Poven From To -- - Paving Grovel/Sand Ground t _roveLT FENCE DETAIL Lot WidM ISO' 105.0, 105.0, 1. ELEVATIONS BASED ON NAVD'88. Surlace 7.C' 2'al Snaw n.Dart B,p. M..y Flrc Slay Same Si,,I've 2. TIME CONTRACTOR IS TO VERIFY THE DOSTING ELEVATIONS AND LOCATIONS OF Road Bose Sonas with Some O,gdrics at Tap of Spoon with'rote.ne (NOT TO SCALE) ALL UDLTTIES PRIOR TO THE START OF CONSTRUCTION. See Pavement Con-le to Sm e' GrevH.(SAC) L.1 Depth 175' 192.2' 192.2' 3. LAWN AREAS SHALL HAVE A 2%MINIMUM GRADE Detail] E. Min.Concrete Strength Of 30M PSI S. RUN FF FROM THE SITE 4. ALL DRIVEWAY AND ISCOURTYARD BE CONTAINED ED ON THE EAS SHALL.HAVE A(PROP MINIMUM EATY AND SHALL 2.C' co' Brow^ (SAC)Very Flne very siuy same site sandy won N. LOT COVERAGE CALCULATION: From Ya d 50' 50.e' 50.2'\ \ Bedding Layer Gravel.(SAC) NOT DRUNAM ONTO ADJACENT PROP ROD OR THE AGING FROM ROADWAYS {'Mir. Total Lot Are°-20.370.E sofa-0.47 ac. 6. ANY DAMAGE TO THE ADJOINING ROADWAYS RESULTING FROM WORK TAKING s,de Tara 15' 24.8' 15.1' VILLA ON THE PROPERTY SHALL BE REPAIRED IN ACCORDANCE WITH THE i Soil 4.0' 6.0' Brow^and Pale Gray ...I very Fine ape Very Silly-Vl,y Propaeed Area: VILLAGE ABUSHEIG A N ALL EDGES OF EXISTING PAVEMENT SHALL BE SAW Size Sands wile No Grcvel info Moist Very Fine one Very Silly Dwelring Arta 2,994.5 solo CUT,ESTARl15111NG A NEAT,TRUE EDGE Some Size Sancs Mixec wi;^Lea^Silty Cloys with No Grcvel. Swimming Pool Area-471.5 J. Both Side Yards ]5' 49,]' l5.7' 7. AL DISTURBED AREAS TO BE SEEDED OR PLANTED WITH N411VE VEGETATION Min. (SM/SC) 10 Mil PI°atic Lining Pergola Area-65.5 s.f. FOR SOIL EROSION CONTROL MEASURES 6.C' 8.0' oale Gray and P-Brown M.W Vcry Fnd-a Vcry Silty Wood Frome Securely Basement Staireell Are.-69.6 J. Rear Yard 50' 115.7' 83.6' B. SOIL EROSION CONTROL MEASURES TO REMAIN IN PUCE AND BE MAINTAINED Some Site Sancs wile',ace Leon Silly Cl.,cl Iop of Fmlened Around Entire Stoop Area-37.4 s.1. THROUGHOUT DURATION OF PROJECT AND UNTIL VEGETATION Is ADEQUATELY TRENCH DRAIN DETAIL Spoon,ith Trade Fine to S-1 Grovel.ISM) Perimeter With I-Stakes cabana A ea=3.Ds w.L Lot C.ve,ag. 20X Max. 9.96% 19.575 ESTABLISHED. 9. ALL EROSION AND SEDIMENT CONTROL MEASURES,EITHER SHOWN ON THIS (NOT-0 SCALE) a o " Total C-nage-4.186.6 Sq.FI. PLAN OR AS REWIRED BY THE VILLAGE DURING THE COURSE OF 8.0' 1C.C' le Brown Nosily Fine Silly S me Size So-wish Some E, SECTION A-A Building Height 35' 16.2, 25.51' CONSTRUCTION,SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH 0-Some Sac Sands Throughout with Same F'n.to Total Coverage- 3.979.0 Sq.FL - 19.575 THE CURRENT VERSION OF THE NEW YORK STATE STANDARDS AND Medium Grovel.ISM) Two-Slacked 20.330.6 S Fl. SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL 2.12 Rough T'�10'Nin. q' Number of Stories 2 Stones 1 Story 1.5 Stones f0.TOTAL AREA WITHIN THE UNITS OF DISTURBANCE S 17,800 SOFT. 10.0' 12.0' P.Ic Rrawn one I�gM1l B•nwn r':nn S'ty Same Size S Wood Frame 11.EXISTING SURVEY DATA TAKEN FROM SURVEY PREPARED BY NORTHCOAST CIVIL PVC Frame vexed with Fine Clean Same Site Sands wilh 1, ZONED:Residence District R-40 LAST DATED DECEMBER 20.2024. SmaI.Grave in;o Fine Some Size Sands with T ace-me to Stoke Smarr Grave.(SAC/SP) nYp') Grose 0,Paving Grade 0,Padng '7.0' 17.C' _ight 911wn rive S.-Sire Snnds with Trnce Silt, A A LEGEND: hrouync.t iz Some Fine 1.Meth.,Gavet.(SP) Io'lin PROJECT INFORMATION PROJECT °kA 17.0' 22.0'=ale Brawn',a sny same Sill sand,Mild°with Fine Clean EXISTING CONTOUR LINE - - -- -- V.1'PVC B..Id Some Sae S.npp with Sell Eme to smml Gavel.(SM) o Mil Plaptid Hning PROPOSED CONTOUR LINE t50 DATE 2/7/2025 Depth Ae Needed 6' _ EXISTING SPOT ELEVATION: �`F= DRAWN BY: DK SITE PLAN 2ao' 270' Pale Brown•,Fie Say same size=_ones wxm wan IFi-SM clean CHECKED BY: MJR same she sanpa Minn some nine 1a smml Gavel.ISM) PROPOSED SPOT ELEVATION: Ba B3 OF PROPERTY Min.1/8'Per LF 27.D' 32.0' _ight Brown Fine same Sire Sands with Some Silte m Tap of LIMITS OF DISTURBANCE - - - - - - - SCALE: 1'=20' Of Pilch so.,.with Irooe line:.S-1 C-1.(sP) PLAN SILT FENCE •^•-•.••. - •. •- - •. AREA: 0.47 ACRES YARD DRAIN DETAIL 32.0' 31.0' _;ght 91.n Fine some Sae So-wRM1 Trace Sala.:Tap.I CONCRETE WASHOUT DETAIL TREES TO BE PROTECTED SHOWN AS: ® 20.330.6 SO.F7. SITUATED: MAT7ITUCK, NY So..n will.Troce Fine to Srre'I Grcvel(SP) (NOT 10 SCALE) - (NOT-o SCALE) TREES TO BE REMOVED SHOWN AS: 0 DATUM: NAVD'88 SCTM: DUST. 1000 SEC. 106 BLK. 8 LOT to End of aorinq:37.0' SEAL NO GROUNDWATER ENCOUNTERED NUMBER OF TREES TO BE REMOVED: 0 Em Northcoast GRAPHIC SCALE ��y12c 0 2n 80 120 mill 11 , (W FEET) 39 WEST MAIN STREET SCAL=: 1" - 20' OYSTER BAY,NY 11771 APPROVED AS NOTED COMPLY WITH ALL CODES OF AT E,ID. -a5 B.R s �a?j NEW YORK STATE$TOWN CODESCb REQ RED AND CONDMONS OF 95. 0a By: 1MZU NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE swmammm FOLLOWING INSPECTIONS: Iftem FOUNDATION-TWO REQUIRED ro FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Provide windbome debris protection for new exterior RETAIN STORM WATER RUNOFF glazing on bultdin9s a$per PURSUANT TO CHAPTER 236 NYS Code. OF THE TOWN CODE PLUMBING ALL PLUMBING WASTE &WATER LINES NEED SESTINA BEFORE COVERING =Eau New York State Law PLUMBER CERTIFICATION You Must Call 811 ON LEAD CONTENT BEFORE Before You Dig CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%LEAD. GM AM. 1. PRECEDING SEPTIC TANK NOT REQUIRED 2. AT-GRADE ACCESS PORT COVERS CAN WITHSTAND BODY MIGHT TEST BORING - January 22, 2025 3. IF ACCESS PORT COVER VIEIGHS LESS THAN 60 POUNDS A SECONDARY Performed E3y Slacke Tent Boring, inc. SAFETY LID �"SILL �3E INSTAI.fED i 4. EXCMIVE LOADS REQUIRE H-20 0Gi"�E LNG, DfTo thL ROAD 5 M.AXIMUM RISER H;QGHT• 24 INCHES /y •�} L.► ' Via�iil�ur�n VI SfliI 54.i 6. POWER SUPPLY REQUIRED: 12OV, 6OHz From 5119 7. STANDARD A'R UNE DISTANCE: UP TO 100 FT. AND (5) 8tT TURNS r-------j-{'-"".---..'.- Ground � �8 53.5 0 So SOIL BEARING POVVER: EQUAL OR !� � �.� 2.(} 2 of Snow into Dark Brawn Frozen Very Fine Silty Same Size 53.3 MORE THAN 120fl LBS/FT I # f I Surface 9. SACKFILL W[TH SUITABLE FLOWABLE MAMIALAL SUCH AS SAND / � # I r 'ti Sands with Some Organics at Tap of Spoon with Trace Fine S8711 s q ropovA !.leaching Poo! lnI -...- ( .....,...- met to Small Gravel.. (SM) • 10. IF A�WATER SOFI'FN'�3 IS PRESENT IN THE I{4135E A �sEPARATE BACKWASH � I 1 L � �4.p �, pro�m� ��,� � �� '� `� 13 xt{i~ t,9}sam, DRY IMI SHOULD BE INSTALLED # �-.� f f . i I Puss Dome 11. USE UPLIFT RESTFtAINf IN NIGH GROUDW� ATER SITES f I 1 f 2.0 4.O Brown Moist Very Fine Very Silty Same Size Sands with No ting Edge of R1xia s3s Sanfwry '.5yd rn To Ge3Removed 13, � �� 12. INSTMER RESPONSIBILiTIES INCLUDE: Gravel. (SM) a_. ...... -, : � 53.j r� L- -.....r.Ll.......�............. .`.. Fxiat. Fxtxt;n9 9G cad 3. r EXCAVATION AND REIATED WORK 4.0, 6.0' Brown and Pal y Very e and Very Silty Some ..ser'ellr: V e Gray Moist Ve Fin /4prart • INFLOW, EMUIENT AND AIR LINE PiPE .41D CONNECTION WORK Size Sands with No Gravel into Moist Very Fine and Very Silty 0: W.M. _ ',-U,P. aECTRICAL COANiVECTIQ'�I.S TO PANEL AND SLOWER �� � Same Size Sands Mixed with Lean Silty Clays with No Gravel. 55.1 (AS NEEDED) AIR VENT AND CONNECTION WORK � To Gracie • �, (SM/SC) 18. FRESH WATER TO REQUIRED LEVEL. IN TANK Ust;ng water service � y� 553 54.9 � +� " 1' Min. 2' tic. 6.0 8.0 Pale Gray and Pale Brown Moist Very Fine and Very Silty m chimn Some Size Sands with Trace Lean Silty Clays at Top of ress.� �- 50% B"nalon 5s5 Spoon with Trace Fine to Small Gravel. (SM) Y C55a , .5.00 41 6 Min. 8.0 10.0 Pale Brown Mostly Fine Silty Same Size Sands with Some Fine , Extst;ng m j r t�1 E"'� Electric Striae INDOORS otITOARs 12" Clean Same Size 'Sands Throughout with Some Fine to ,i Olt i Tt j that---�•ON Medium Gravel. (SM) � y s %,,-,0, ,�••� ! .;' ez! i Ott it�t n Box BlaRi�c HOUSE POWER OWr CONTROL PANEL, r-'��- Outlet Pr�opoead PVC Vent Pipe Through � "_ 2a 6 1 PANEL IN NEMA 4X ENCLOSURE GROUND7 10.0 12.0 Pale Brown and Light Brown Fine Silty Same Size Sands rsS.B .; C � FuAClean LUG 4" t21a. thin, 5" " „ Dia. Mixed with Fine Clean Same Size Sands with Trace Fine to ® Roof r"tr r x;stin 7 700 Gt�Q Sli 4 2 3 5 s c Tight Joints 18 •$ , Joiner Win• Small Gravel intro Fine Same Size Sands with Trace Fine to Proposed Clean •••; ' erk. w k A1lerriate Treatment PROVIDE (2) 2a MP 1-POLE CIRCUIT 2#12, 01'2G IN SCH No FIELDCONNECTION Clan 24+� Pipe VTrrl. Slo 1 - Par Ft, Small Gravel. (SM/SP) Exrstrng ...rt U� ; S � CONNECTION �� � �'" nt�F IN HauSE a'rnvEt PANEL so PVC caNDurr 1#17 1„ 12 Or Equivalent owe 1sI ,,.. 12* c.� 7 _ wed 1 -- -Propo�! 3/4" Air Une h2OA 2G Mln. Slope 1/4" Per FW<. 4• 12.a 17.0 Light Brown Fine Same Size Sands with Trace Silts a.s'wa: b orcn �.. t 2 18 1 12 2 12 Throughout with Some Fine to Medium Gravei. (SP) B,nw�/Hng 2G 2 2G ' Pafe Brawn Fine: mFine ~ f p� Alternate Treatment Syatern 17.0 22.0 Silty So a Size Sands Mixed with Clean "s �,Q, �g Centro! Pane! I Some Size Sands with Some Fine to Small Gravel. (SM) a 1►4 f N Pr 16 j Oposec 22.0' 27.0' Pale Brown Fine Silt Same Size Sands Mixed with Fine Clean 0000 DUPLEX RECEPTACLE tNSTAUF.l7 IN YdP AIR COMP ,�" y Z CM Dwelling � e WEATHERPROOF ENCLOSURE Same Size Sands with Some Fine to Small Gravel. (SM) VM x j M ' B, N RenOvait* 27,0' 32.0' Light Brown Fine' Same Size 'Sands with Some Silts at Top of �x Fin F'7r. ,, .. . Spoon with Trace Fine to Small Gravel. (SP) ion o � �8.7 1 PES is ROTECT ALL ABOVE GRADE VVfRING Owls ► X 0, u -, 32.0 37.1] Light Brown Fine Some Size Sands with Trace Silts at Topof Tad ss5InQ w/ ra1N sC,. so PVC cotaDUrr (NOT T4 SCALE} Spoon with Trace Fine to Small Gravel. (SP) 1 Lzt 3 I 55.r c eel Fence . ._ _ ,,_ u � puraP Improved x o.�'ct ALARM FLOAT FLOATUMP End of boring: 37.0' Public I I SWiFCHEFFL.UENT PUMP SWITCH NO GRIXJSd}�t'�ATER MODUPift'ERED Water X ro• � Propo Pergola 4 Proposed Outdoo X 56.5 k r Prop Outdoor Kitchen D*vetKitctten Sink ` Tax Let i(NOT TO SCALE) 4" DIa. PI nne 4'x4' Diu. t2• f -- •-- Plus Dome 1 I O t #15 Improved' ,ram M'n, Slops 1/4" Per Ft. �' °ff' �'t' Shed i � a- � ,�� Public Scum t3�ffi In ` Ctrlariotat May Be Extended Drop. Showe> Dryrrell j _ 4 %later Onlmurn Of 3' Above Ground I , 4 x4 Dia. j Ct C j •"- " 4" Dia, Pipeline During Rough Grading Plus Dome C poesd A/C Units nnn 2-11�' 2 2-i 1.11n. SlopeiTight le Per Ft. Rn"ee I int 4 E# Depth x °� o E j POOL�J L HOUSE ONLY �•. ..� rnpoa»d Cabana Cn Water Service p c ir>rutattvn il=r Left Pump �i1t .' ' _. �5 .. X dater lincS must Hoc tP1�'r�''JCV- 12 -# t'1n istnfe�tion Cylinder - ,� .A D Gmuie Surface Away- F -. 4" tn}et Pi a (�P atal) --Fittixt o C Prasvent knout '- ' '� ,� ' x 55.0 •1 Pea! r 5 G�H C. Ca f1f � t. t i' I°1 c�=H�ti� Set Nv�ght As Required ,� � P � rJ CHI C r-52.-575r .,c um in �9 ►! 9 � Clean Out patio �... � � � � � v 4'- � } Oe>Ittt3t Surface Water Errttlezrtex� X 1 54. - ---._ 4.6 „�, �, e, r+ A Rem I �° �,Proposed� rdt mac, to rchcduln In4T CeIon(r), w aI l . .. ..» uent SrAir Lift Pump 2 Min. Proposed 1,OW Gal. ° Cabana \ 1 End Cap Lev�slira+ �'"`"'''�' Or Sand a r# Rise Stone Septic Tarttc x In'at Bsrffl 4 Inntaitad Davicin TO n 1�411 Qastieta '» Pen Proposed Pool---�. ,` I s in,.__ is Equipment f -� i ExCAVATION INSPECTION REQUIRED Invert--� Out Prop. Leat;hing Pot: Q/ �Q 54.zL._-- 0 1J Elevation Invert, , Irkir D1am. I `- J �--- 54.s FOR SANITARY SYSTEM 2-1/2" Vart#sEatirLwlatinre ow Same rJ i/2" Air Intake Elevation 2�" Plus Dome X Wro Cabana Sanitary. •y. R Pi (Cl�'n9 OMh►9) 6" Pipe To Main Serer 0 nnary Tee May Be Used in 8' Elf. t�ih I >t stor, 2. �; porod Dwells By I-►EA LTH D E PA R T M E N T Floes Opening (Typ. An Shown On Plana Ueu 0f Wye And 45 Band! 51 wFr�x p.�.l-e. s0. �a{er ,s• � �p '!. All QU11Ei5 AT SAtslE ELEVAT}ON. tit �•a o.�'sa Cluster 0 553 0 Ell Existing Past 1!c Rail Fence 54.7 C.L.Fe. $~ AL:Cess i$" Atx Ccoror 24" Accc Cover Fnd. Existing wire Fence "PR.Fe (Typ•) (trp•) (TY'•) (NOT TO SCALE} ,, ` .' `® l. %0 2 A on Une* 2" Rider (NOT TO SCALE) Tax Let 1 e 4 Dlsenfection Cylinder Design Professional's Required. 70'S (� Abandonment of the existing sanitary system must I�i:.054ed Submit P.E. or R.A. Certification For , Public scnd Dome conformance with the Departments requirements.pW'ate'r I am familiar with the, tandards for Approval 11 • 1•_i » Precoat Concrete The Installation and Construction of t;he Sewage Disposal System and Construction o , ubSUrfdCe Sewage Disposal To"al z-yn Use Form lvwn�n-o73 Submit completed form WWM-O80 as proof th systems For S ql Family esidence and will rarIt Iran Cover--If " n abide by the hditions se forth therin and Under Paved Area i2 M!n. Dwelling 18C Covers Prop. Distribution Box 24" � 9 Clean Out 24 Access Luroehing Purl Exparle?on 0 (5 Bedrooms) At Grade 7.25 Cover S, F.M. 58.7 55.,3 INV. Grade 56.0 Grade 56.0 IiVV, castin s casun s PROJECT INFORMATION 53.25 53.0 At Grade At cr de 41-111 Q 4'-1 i" lain. 4r.SDR35 PROJECT INW. INV. Min. vopa 54-•0 53.7 � . L;�sol s DATE 2/6/2025 10.0'---- 53 5 52.5 52.5 DRAWN BY: DK 1/e Per Ft. I V` 62.75 Inv. Inv. TARY Precemt consrote 2W Max, FcrjlClean CHECKED BY: MJR 3' MIR. Sanit®ry Dro}nage CEN-•7 39 S t. ! 24" Acce Cover ' 'Iar Rings 5 Eff. oe th•�13A' �..wM.,.:....„.,.,... ,., .. ..... .....,,........... ......m_.,.....,..,. . .... ....,.,, OF PROPERTY - SCALE: 1 =40 Opening AREA:... .,.�,A:.,,........v_,.. ,,...0.47 ACRES ow " _ .., s .. ._ ... Q, � �. ...,SQ.FT. SITUATED. MATTITUCK N.Y. C1iA:\11tLli vrl��r � � i✓z' �. tiedirncntation Chamber 397 rd Type Contact t:.adia NOT TO SCALE o, µN Anaerobic filtration Chamber 396 :lcrobic Contact Filtration Chamber FSl FUJICLEAN I/A OWTS ss scTM: DIET. 000 SEC. as BLK. s LOT �- Clarification Chamber 9t1 .A Disinfection Charnbcr fi `L roral``lume I,OG9 ,-Recirculation Air Uft Pump SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES • , r O PERMIT FOR APPROVAL OF CONSTRUCTION FOR SYI;CIIICAI'IUtvS Anaerobic li4cdi:i l+lT/1'B � A r 13mrd'T'}pc Aerobic Alcdta 1'VC/1'I'!1'L• A4!r>ab.tw Iivzdltt Acrobi :1 d 11 I PE © . XJ Blower fe � 5.3cfin SINGLE FAMILY RESIDEP��:E 1�1�D Tank r1�1' Aeration Assembly 3- rn. • , i --'-s'-�o'----•-� CABANA _ Ff` ' , , Piping PVC 11'Y/flit` t "i Access Covers I laslic I CAM iron �aTla;lrtd M �' �VYn t4il�t. Coarse Sand VI. ; • l • . . c .. , Disinfectant U lionaf CWorinctablets r l Water Gravel >�acktill Under And Around 6' lain. Pool (0.3 Min. to 1 Slze) `� -Penetration Into DATE 3/12/2025 H .S. REF. NO. R-25-033C� Rateable Ssutd Undvllying Sctnsl Gravel Slrrizta APPROVED , , - TOTAL MAXIMU M DROOLS 6/0 '� � 39 WEST MAIN STREET ' OYSTER BAY, NY 11771 `.8: �" W (NOT TO SCALD (NOT To SCALE) EXPIRES THREE YEAR. FROM DATE OF APPROVAL .r ti StF�' flTE'S: 1. PRECEDING SEPTIC TANK NOT REQUIRED 2. AT-GIBE k1CCESS PORT COVERS CAN WITHSTAND BODY VMGHT TEST BORING - January 22, 2025 3. IF ACCESS PM'0 BE INSTALLED� S LESS THAN 6a POUNDS A SECONDARY Performed By Slacktr+ Tact Boring, Inc. SAFETY UD hJ ItHL Y RO 4. EXCESSIVE LIOADS REQUIRE H-20 ENGINEERING th PS 5. MAXIMU*1 RISER HEIGHT: 24 INCHES Clfas ai tcatlea�n Of Sods , 6. POWER SUPPLY REQUIRED: 12OVe 6OHz F [�_7"!� A U rom To 54. 53 s 7. STANDARD AIR LINE DISTANCE: UP TO 100 Fr. AND (5) SM TURNS r-------r-�'-..•.--"`.....- Ground � � �8 53.5 o � 2.C1 2 of Snow into Dark Brawn Frazee Very Fine Silty Same Size s33 6. SOIL SEAMNS POWER: EQUAL OR MORE THAN 1200 LBSf FT 1 - I I Surface � 0 g. BACKfII.I 1°lttTH SUR'AB'.E FLQI ABLE fa.ATERt14E. SUCH AS SAND ! I I Sands with Some Organics at Top of Spoon with Trace Fine i l ropoeed Leaching Pool 1 to Small Gravel, SM 10. IF A WMER SOFTENER IS PRESENT IN THE HOUSE A SEPARATE BACKWASH Ml -""" I I (a., -•- ©utter ( 13'x10' clam. ©RYO°fill. SHOULD BE INSTALIE[? # �-.�� I I 0-W;n E 54.0 Aitpttiary to Lac anon Of Exletl + Plus Dome 11. USE UPLIFT ULD B NT IN HIGH GROUDL'fATER SRES I I I 2.0 4.0 Brown Moist Very Fine Very Silty Same Size Sands with No K e dge of Road s3.3 Sanitary m To B eRenxsveai 13' Depth 12. INSTA1l.ER RESPONSIBILITIES INCLUDc: L---.._�.. Li... +.J Gravel. (SM) `:.. . - .,, a� n9 ge ead s33 3 f • EXCAVATION AND RELATED WORK 4A' 6.0' Brown and Pale Gray Moist Very Fine and Very Silty Some ~`eel�'`' • INFLOW, IEMUENT AND AIR LINE PIPE AND CONNECTION WORK Size Sands with No Gravel into Moist Very Fine and Very Silty �" W.M. Same Size Sands Mixed with Lean Silty Clays with No Gravel. 55.r u.P: • ELECTRif�l. CONNECTIONS Tt? PANEE. AND BLOWER � C(xttilzg y Ys • (AS NEWER) AIR VENT cAND CONNECTION WORT{ To Grade ► (SM/SC) Exist;rlg YVater Service �ts' �" ss3 A 54.9 • FRESH YEATER TO REQUIRED LEVEL IN TANK 1' Min. 2' 6.0" $.0' Pale Gray and Pole Brown Moist Very Fine and Very Silty 122 J Chlmn Some Size Sands with Trace Lean Silty Clays at Top of TC55.7 5= Expm"TOn 55.5 Spoon with Trace Fine to Small Grovel. (5M) scs56 45,000 di aj 8.0' 10.0' Pate Brown Mostly Fine Silty Some Size Sands with Some Fine ui lrxis n9 m d ! �' / 1 f'`1 ExisthV Eleetrta Service irl000Rs OUTiQQRs r�-� Clean Samme Size Sands Throughout with Some Fine to ,, Asphalt ' ` I j 1 Inlet---.-�•- � ( t 12" Medium Gravel. (SM) ed Diett3'bt�tfon Box ROUSE POWER OVIT CONTROL PAN0. '-~•�~ Outlet Proporesd PVC Vent Pipe Th rs58 •' ` fu Ci: n PANEL IN Nt]idA 4x ENCLOSURE GROUND 10.0 12.0 Pole Brown and Light Brown Fine Silty Same Size Sands ; LUG 4a Did. gyp® L,Tn. F; �. ' Die. Pi Min. Mixed with Fine Clean Same Size Sands with Trace Fine to Houlrro Roof r, Ex;stin� C -77 700 GPD ' .. e 18 Small Grovel into Fine Some Size Sands with Trace Fine to t Alternate Treatment M. 2 3 7 5 G T Cht Joints Tight Joints Progocesd Clean t?ut Srk• walk PROtft[1E (2) 2QAAeP 1-POLE clRCurr 2 12 12G IN sCH No FIELD Ctexs 24W Pipe . 5rnatt Gravel. {SM/SP) .4 © ,`' System • CONNECTION Flow t tFr3n. Stops 1/8 Per Ft. - e p t xist;ng i i U r'opo!:ed 3/4" /�.r Ling i3RfJ�R IN HOUSE POWER PANEL 13a PVC CONDUIT 1�#12 t 12 Or Equivalent BsrRits� � , 12" 12.0' 17.0' Li ht Brown Fine Same Size Sands with Trace Silts C.L.F I Wood �� j t # 2G Min. Stops 1/4" Per F1. 4 `� a.swr� 56,3 --�-'Propped B'.tswer/Hvu�stg J xa Throughout with Some Fine to Medium Gravel. (SP) i3 j I 2 18 1 12 2112 5' 1 ''� � ►opera Alternate Treatment System t 2G 2G 17.0' 22.0' Fate Brown Fine Silty Some Size Sands mixed with Fine Clean V. i C� Coelho) Panel rescaat Concretes Same Size Sands with Some Fine to Small Gravel. (SM) 1.4 tri Pr�pOS.9 w DUPLEX RECEPTACLE INSTALLED IN y�, coi�P 4' 22.0' 27.0' Pale Brown Fine Silty Some Size Sands Mixed with Fine Clean Cb r Dwelling WEATHERPROOF ENCLOSURE Same Size Sands with Some tine to Small Gravel. (SM) c R�y novation 6' 27,0' 32.0' Light Brown Fine Some Size Sands with Some Silts at Top of x ' fin.f7r.=58 ,7 NOTES Spoon with Trace Fine to Snail Gravel. (SP) � j • S.PRoTECT ALL ABovE GRADE WIRING � '' OWES tb ► ' 32.0' 37.0' light Brown Fine Some Size Sands with Trace Silts at Top ofTax a ss5 r ExisFen w/ hi1N sC!•! an PVC coNausT � -�• (NOT TO SCALE) Spoon with Trace Fine to Small Gravel. (SP) TQX1 f 55.t Metal Fence PUMP Improved x 1l., --•- - C.L a. ALARM FLOAT � FLOAT En of boring: :37.0' Public f SiYITCHI;FF (AM PUMP SWITCH NO GRAAUNDINATIER ENCOUNTEREDValater X iPrropoaed Propoeed Pergola to• �1-Polio- w Proposed Out eloa X 56.5 Kitchen Sink NOT TO SCALE) J' Diu. Pt lines Pena Outdoor Ititchen Drywall 0 Tax Lot » 4'x4' Dia. 12' € 15 ( ) �-• Plus Dons= ` I 0 <� �. Tight Joint 0 Mtn. Slope 1/4' Per FL 4 Eff, Depth Shad j 0 Q. Improved t Cleanout May Be Extended Prop. Showe r Drywett 3. ' j Water Scum Baffl In 1 4 x4 D3a. .._ 1�'nTmurn 0'f 3 Above Ground C � scX9- j f�/G Unit s '-•2" 4" Dia. Pipeline During Rouen Grading Plus Domes o E s 2'-1' Tight Joint � � I � 4 Eff. Depth CL +E L!In. Slope 1/4 Per I� .,` a ni> esa ;'--Prop t Calmna POOL HOUSE ONLY Q , a �.... In wotCr Service 03 etyTrautation Air LJft Pump , •� �� .max 8, t�f `rr tint'°- !!'i"urt br lnrl^'^G �' f VIC, ' rt, c Closter sue.. ieinfection Gyt'rlderr Grade Surfaces Away F ' � � .��•'* /� � Ctevso@t; Coon DC t. 1 , Hr, t0'I S `rt'IGC'�. Q (Optional) Cover To Grade Cleanout �.� Height An Required �I ss.o pro prop l 0 1 � ._..� (71g�t-Mtlng to Prevent �` C Clean Out �� Pool Patio ` C-tt (631) C52-57514 4S (lays. in 4• Inlet Pi " Y q " Outlet Pipe S Errtrancel ox 54. - __ 4.s ., 1 .� 4_ � -- n&.-Inca, to stticdulc lnzpcctton(r)• Bind ., l I`a Proposed + P Propavea 1=0 W. t.°! Cabanas 0 -Effluent Air Lift Pump 2' Alin.--- " Inlet Bahl own M ` ` o-End Cap Leveling WON To Be � Or Sand�T Support.� Stones Septic Tank X � + Installed o>� All olutt®ta 18" �°�A e� -!- -•, i xcAVAT I O N I NS P ECTI O N REO UI RE D r invert --- Out ' • axB'gD�Po � � flJ ��10 � 54.7� 1 J545 FOR SANITAR SYSTEM 2-1/2" Ventilation Pipe soma 1/2' Air Intake Elevation t on 4 it -vain Of Floe Plus Dome X 68Z Cabana Sanitary' �� ~ Rectrculsxtlan Pi (Cleaning Opening) V Pipe To Main Sewer 0 2 ~ W 2- (cleaning •least May Wed to 6' �`• Depth on Dryrsrelts �i Y HEALTH DEPARTMENT now opening cryp. - Lieu Of V And 4S• Bend C.L.Fe. $ 1. ALL OltnM AT SAME ELEEVAMOIN. � St1a:�n 0n Plans ss.o+X a•R;Fe• �s�' auster 16' 10' g� Ctuster 55.3 Ex;t ing Past do Rail Fence C.LF6. t! te6 � 54.7 ®" Ae;Ce 18• Coven 24" ACL` 3 Cover "'° Fnd. Exi9ting wt a fence tryi}) Yp (Typ') (NOT TO SCALE) � , ��' _ � On Unee-k ' (NOT TO SCALE) ? 105004. � - 2" Ricer Tax Lot DItInfesWon Cylinder Design Professional's Certification Required. 205 (optlowl) Abandonment of the existing sanitary system must I ,•ip o'1►ed Solid Dome Submit P.E. or R..A. Certification For Public conformance with the Department's requirements.vlater I am familiar with the Standards for Approval Prt�alst Concrete The Installation and Constructisa'1 of the Sewage Disposal System and Construction ey � �ubsur€aGe Settraqe Disposal { o G de-YGrade Use ForrnWWM-073 Submit completed form VVWM-080 as proof Systems For Si t6 Family Residences and will To Grads Y�th abide by the. editions se 'forth therm and Cad Iron Cover-If 12 ke.n. p D.s3rtbutign Bic Under Paved Area 2e wm. Dwelling Clean Out 18Covers Ss 24" Access Prop. t (5 Bedrooms) At Grade 7.25 Cover Leaching Pool Expesrr2mn S, F.M. 58.7 56 3 tNV. Grade 56.0 Grade 56.0 53. Castings caoungs PROJECT INFORMATION 4 2•--gM '2 53.0 At Grade At Grade 41 Ill 4 sDR35 PROJECT Mtn. Slope 54.0 53.7 I In . 8,'SbR3 DATE 2'6/2025 V. 1/$" Per Ft. -----10.0' 53.5 a2 7 52 5 5 sP) E RAN QY: Pnopotd �---8.5'-. _,.. _ ,,.._.,..,.............. .a.. .,.,. ..Y............._ . . ... 3, , . A U V Pracaet concrete 2W Max. Fuy.Clean Bottom CHECKED BY MJR Col'ar Sanitary Dminalll cn�t-7 �g s .. ., �...w ....,...,....w..,.a.... .m.' ....�.,. ,. .,ti ..._...... OF PROPERTY 1 s 24" � Cower Ergs Eff. Depth-13.a' SCALE:. r...:-,...... ..,........,...,..., _....,,n.-...1 =40' la AREA: 0.4? ACRES OpeftIfto CHA:lti31;12 Vet,unc/cal) �M .....,. .,._.._. .,V -.....,.L+�ce.� ........... ...,.,,. �,-__....k._ • r' -- 0 �SQ.FT. SITUATED: Sedimentation Chamber 397 rd Type, Contact Meet � � _.... .. (NOT To scAt�E) MATTITUCK, N.Y. AnacrabiC 1'iltrationChambar 39G Dlr?( 40� FUJICLEAN I/A OWTS .:. ..u , : �,.. PR �: Acrabic Contact I•iltration Chamber PSI 88 SCTM: SEC. 106 BLK. 8 LOT 14 C'larilkation Chamber 90 Itisinfection Chamt>cr 6 'g 1'otal Volume 1,OG9 �` 5- V 4 e rculaltlon Air Uft Pump f SUFFOLK COUNTY DEPARTMENT OF i�EALTH SERVICES � � • ,� �" �� �,�+• s' PERMIT FOR APPROVAL OF CONSTRUCTION Fos A € } SPECIFICrAI'IUNVS f o Anacrobtc Aicdia }'F/YE l3aarct I'}jc Aerobic Media Y\'C/I'I'J NL' Aerobic Media SINGLE FAMLY RESIDEIN'CE AND '' �K' "'� y Aerobia Ziedia YY/}'1; � � � r`°' Bloc�er 5.3 din ` L. 'lank r•R 1 station Ammtsly 3 sal. $'-•10' CABANA l Yiptn Y�'C". I'Y 1 I'Is I i 1 1 11 i Access(b�'Ct9 Plastic J Casl Iron • i r9 , hit. ^Y;� i Ground Clean Meal Coarea Sand `'� Disinfccont(U tiona) Chlorine Iablcts t7oter Gravel Sackful Under And Around 6' min. Pool (0.3 V.1n. to 11 Size) enetratlen Into DATE 3/12/2025 H.S. REF. KIO. R-25-0330 Rateable Sand fr1 F APPROVED / undeaetying Sand � craves canto 39 WEST MAIN STREET � � TOTAL MAXIMUM DROOMS 6/0 � (Noy TO SCALE) (NOT `'�. A OYSTER BAY, (NOT TO SCALE) EXPIRES THREE YEAR FROM DATE OF APPROVAL NY � ��� v 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 TYPICAL TYPICAL POST# SPECIFICATION WOOD,PLASTICS,AND COMPOSITE: ALL WINDOWS TO BE"OPPEIN"COASTAL LINE DOOR DOOR SIZE A.LUMBER GRADE:AMERICAN SOFTWOOD LUMBER STANDARD WINDOW DOOR # (WIDTH X HEIGHT) LOCATION DESCRIPTION POST 0-01 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD TAG WINDOW SIZE TAG PRODUCTS ASSOCIATION STANDARDS. WINDOW # (WIDTH;X HEIGHT) HEAD HEIGHT DESCRIPTION 0-Ol 3'0"X6'8" BASEMENT LEFT HANDED- EXTERIOR 1.ALL LUMBER SHALL BE,UNLESS OTHERWISE NOTED,NO.2 GRADE.DOUGLAS POST 0-02 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL VALUES. T-18 7-3"ABOVE FINISH FLOOR CASEMENT-TEMPERED - EGRESS A.EXTREME FIBER BENDING STRESS: 2 X &WIDER,FB 875 PSI A A 1-01 2'6"X7'O" 0-02 2'6"X6'8" BASEMENT LEFT HANDED B.HORIZONTAL SHEAR:FV =95 PSI POST 1-01 51/4"X51/4" 1.8EPARALLAMOPSL C.COMPRESSION PERPENDICULAR TO GRAIN: FCL=625PSI Brian Johnson, Lead Architect 1-02 2'6"X7'0)" 7'-3"ABOVE FINISH FLOOR CASEMENT-TEMPERED - EGRESS 0-03 1'6"X6'8" BASEMENT RIGHT HANDED- EXISTING D.COMPRESSION PARALLEL TO GRAIN: FC =1300PSI Brian@AmerlcanaArchltects.com POST 1-02 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL E.MODULUS OF ELASTICITY: E=1,600,000 PSI F.MOISTURE CONTENT: 19%MAXIMUM. 1-03 4'6"X70)" 7'-3"ABOVE FINISH FLOOR FIXED-TEMPERED 0-04 3'0"X6'8" BASEMENT RIGHT HANDED- EXISTING 2.OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR 516.242.5272 POST 1-03 5 1/4"X 5 1/4" 1.8E PARALLAMO PSL EXCEED REQUIREMENTS NOTED ABOVE. www.AmericanaArchitects.com 1-04 56"X70)" 7'-3"ABOVE FINISH FLOOR FIXED-TEMPERED 3.MOISTURE CONTENT:ALL LUMBER 4"AND DEEPER SHALL HAVE MOISTURE CONTENT 1-Ol 5'0"X6'8" FIRST FLOOR TWIN SWING-CLOSET DOORS POST 1-04 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL NOT GREATER THAN 13976,AIR DRIED LUMBER IS DESIRED BUT NOT NECESSARY.LUMBER PO BOX #58 Bethpage, NY 11714 1-05 10'0X4'10" 7-3'ABOVE FINISH FLOOR FOUR PANEL SLIDING WINDOWS-TEMPERED MAY BE KILN DRIED,HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO 1-02 5'0"X6'8" FIRST FLOOR TWIN SWING-CLOSET DOORS POST 1-05 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL CAUSE A MINIMUM AMOUNT OF CHECKING,COMPARABLE WITH AIR DRIED STOCK. 4.ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE 1-06 2'6"X4'0)" 7'-3"ABOVE FINISH FLOOR FIXED 1-03 1'4"X6'8" FIRST FLOOR RIGHT HANDED-CLOSET DOOR SHALL BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE WITH AF&PA POST 1-06 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL STANDARDS AND STAMPED"GROUND CONTACT 0.40 LBS/CUBIC FOOT'. B 1-07 2'6"X70)" 7-3"ABOVE FINISH FLOOR FIXED-TEMPERED 5.GRADE STAMPS SHALL APPEAR ON ALL LUMBER. 1-04 2'4"X6'8" FIRST FLOOR LEFT HANDED POST 1-07 51/4"X51/4" 1.8EPARALLAM@PSL 6.STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TOWEATHER. B © americana architect, p.c. B.FLITCH BEAMS: 1-08 2'6"X70)" 7-3"ABOVE FINISH FLOOR FIXED-TEMPERED 1-05 5'0"X6'8" FIRST FLOOR TWIN SWING-CLOSET DOORS 1.FLITCH BEAMS SHALL HAVE A MINIMUM FB=15000,E=11.4 WITH 1/2'BOLTS POST 1-08 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL LOCATED NOT CLOSER THAN 2"FROM THE TOP AND BOTTOM EDGE UNLESS 1-09 2'6"X701" 7'-3"ABOVE FINISH FLOOR FIXED-TEMPERED OTHERWISE NOTED.THERE SHALL BE A BOLT TOP AND BOTTOM 2'FROM EACH END 1-06 2'6"X6'8" FIRST FLOOR RIGHT HANDED (SEE TYPICAL FLITCH PLATE BOLT PATTERN DETAIL). POST 1-09 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL C.JOIST HANGERS: 1-10 2'0"X2'91" 6-8"ABOVE FINISH FLOOR FIXED 1-07 2'6"X6'8" FIRST FLOOR LEFT HANDED 1.ALL PURLINS,JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL POST 1-10 5 1/4"X 5 1/4" 1.8E PARALLAMO PSL BE SUPPORTED. 1-1 1 2'0"X2'91" 6-8"ABOVE FINISH FLOOR FIXED 2.JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, 1-08 5'0"X6'8" FIRST FLOOR TWIN SWING-CLOSET DOORS POST 1-11 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL MIN.22 GAUGE.PRODUCTS ACCEPTABLE SHALL BE SIMPSON,KANT-SAG,OR EQUIVALENT. 1-12 5'0"X50)" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED-EGRESS 1-09 2'0"X6'8" FIRST FLOOR LEFT HANDED- EXISTING D.BOLTS IN WOOD FRAMING: POST 1-12 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 1.ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE WASHERS. 1-13 5'0"X5'O" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED- EGRESS 1-10 2'6"X6'8" FIRST FLOOR LEFT HANDED 2.STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: C POST 1-13 5 1/4"X 5 1/4" 1.8E PARALLAMO PSL A. 1/2"AND 5/8"DIAM.BOLTS-2-1/4"SQ.X 5/16" C 1-14 2'9"X6'0" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED-EGRESS B.3/4"DIA.BOLTS-2-5/8"SQ.X 5/16". 1-11 4'0"X6'8" FIRST FLOOR SLIDING-CLOSET DOORS- EXISTING POST 1-14 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 3.EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16"LARGER THAN DIAMETER OF 1-15 2'9"X60" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED- EGRESS BOLT. 1-12 2'6"X6'8" FIRST FLOOR RIGHT HANDED- EXISTING POST 1-15 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 4.FOR SILL ANCHORS,SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. E.LAG BOLTS: 1-16 2'6"X6'0" 6'-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED- EGRESS 1-13 2'6"X6'8" FIRST FLOOR LEFT HANDED- EXISTING 1.SHALL BE OF STRUCTURAL GRADE STEEL. POST 1-16 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 2.WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. 1-17 2'6"X6'0" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED- EGRESS LENGTH OF LAG BOLTS SHALL BE MINIMUM 2/3 DEPTH OF MEMBERS BEING BOLTED 1-14 2'6"X6'8" FIRST FLOOR LEFT HANDED- EXISTING POST 1-17 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL TOGETHER. F.ALTERING STRUCTURAL MEMBERS: 1-18 2'6"X2'0)" 6-8"ABOVE FINISH FLOOR AWNING-TEMPERED 1.NO STRUCTURAL MEMBER SHALL BE OMITTED,NOTCHED,CUT,BLOCKED OUT OR 1-15 2'0"X6'8" FIRST FLOOR LEFT HANDED POST 3-01 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL RELOCATED WITHOUT PRIOR APPROVAL BY THE ENGINEER.DO NOT ALTER SIZES OF ''/^� 2-01 8'6"X8'0' 17'-0"ABOVE FINISH FLOOR CUSTOM SHAPE-TEMPERED-FIXED-SEE ELEVATION 1-16 5'0"X6'8" MEMBERS NOTED WITHOUT APPROVAL OF ENGINEER. V J FIRST FLOOR TWIN SWING-CLOSET DOORS G.BUILT-UP BEAMS: POST 3-02 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 1.BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE 2-02 117X3"6" 1 T-0"ABOVE FINISH FLOOR TEMPERED- FIXED-SEE ELEVATION 1-17 1'4"X6'8" FIRST FLOOR LEFT HANDED-CLOSET DOOR INTERCONNECTED AS FOLLOWS: p V POST 3-03 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL A.MEMBERS 9-1/4"AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 161)NAILS 1W AT 12"O.C.STAGGERED. 2-03 8'6"X8'0" 17'-0"ABOVE FINISH FLOOR CUSTOM SHAPE-TEMPERED-FIXED-SEE ELEVATION 1-18 6'0"X6'8" FIRST FLOOR 3'0" LEFT HANDED ENTRY WITH SIDELITES B.MEMBERS GREATER THAN 9-1/4"IN DEPTH OR MULTIPLE X MEMBERS THROUGH 20 POST 4-Ol 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL BOLT WITH 1/2"DIAMETER MACHINE BOLTS AT 24"O.C.STAGGERED. 3-01 7'6"X4'6>' 7'-7 4"ABOVE FINISH FLOOR FIXED 1-19 12'0"X8'0" FIRST FLOOR-GARAGE OVERHEAD GARAGE DOOR 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL H.CUTTING OF BEAMS,JOIST AND RAFTERS: T POST 4-02 1.CUTTING OF WOOD BEAMS,JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND EXTERIOR GRADE BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE 3-02 1'6"X11'C 12'-3"ABOVE FINISH FLOOR FIXED-TEMPERED (� 1-20 3'0"X6'8" FIRST FLOOR-GARAGE RIGHT HANDED 1 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN,NOTCH DEPTH OF THE ENDS AT THE ' POST 4-03 EXTERIOR GRADE MEMBER SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER.HOLES BORED OR OUT ry 3-03 4'0"X4'0" 12'-Cr'ABOVE FINISH FLOOR CUSTOM SHAPE-TEMPERED- FIXED-SEE ELEVATION 1-21 2'4"X6'8" FIRST FLOOR RIGHT HANDED INTO JOIST SHALL NOT BE CLOSER THAN 21NCHES TO THE TIP OR BOTTOM OF THE LL JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE ALL HEADERS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED IN PLANS: JOIST.THE TENSION SIDE OF BEAMS,JOISTS AND RAFTERS OF 41NCHES OR GREATER 1-22 3'0"X6'8" FIRST FLOOR RIGHT HANDED- EXTERIOR NOMINAL THICKNESS SHALL NOT BE NOTCHED,EXCEPT AT ENDS OF MEMBERS. (2) 2x6 @ SPANS UP TO 4'-0" I.PIPES IN STUD BEARING NAILS OR SHEAR NAILS: (2) 2x8 @ SPANS 4'-1"TrO 5-0" NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD.1.NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL MONO 1-23 2'4"X6'8" FIRST FLOOR POCKET DOOR E (2) 2x10 @SPANS 5'-1"'TO 6'-0" E 2x12 @SPANS 6'-1"'TO$'-0" J.BRIDGING AND BLOCKING: (2) 1-24 16'0"X7'0" FIRST FLOOR "OPPEIN" FOUR PANEL SLIDING DOOR 1.THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR,ATTIC AND ROOF FRAMING.THE BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BYTHREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF 1-25 14'9"X70" FIRST FLOOR "OPPEIN" FOUR PANEL SLIDING DOOR EQUIVALENT METAL BRACING OF EQUAL RIGIDITY.MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT EXCEED BEAM # BEAM SIZE HEIGHT TO BOTTOM OF BEAM 3-01 14'0"X7'6" POOL HOUSE "OPPEIN" FOUR PANEL SLIDING DOOR TWELVE INCHES NOMINAL.BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE PROVIDED.BLOCK ALL STUD WALLS "+' 1-01 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 8'-6"ABOVE SLAB AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH A y� 3-02 2'2"X6'8" POOL HOUSE LEFT HANDED TIGHT JOINTS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. 1-02 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 8'-0 3/4"ABOVE SUBFLOOR BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED INSTRUCTIONS. K.HEADERSCHEDULE: 1.UNLESS OTHERWISE SHOWN,PROVIDE 1 HEADER WITH 6"MINIMUM BEARING FOR 1-03 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 8'-0 3/4"ABOVE SUBFLOOR EACH 4"OF WALL THICKNESS. 2.HEADER SCHEDULE: F 1-04 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL T-3"ABOVE SUBFLOOR SPAN SIZE OF MEMBER F UP T04'-0" (2)2X6 1-05 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 7'-3"ABOVE SUBFLOOR 5'-1"TO 6-0" (2)2X]O 6-1"TO6-0" (2)2X12 1-06 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 7'-3"ABOVE SUBFLOOR L.PLYWOOD: 1.ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND # REVISION DATE GRADED IN 1-07 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 7-3"ABOVE SUBFLOOR PLYWOOD ACCORDANCE WITH GUIDE FOR CONSTRUCTION AND INDUSTRIAL 2.EACH PLYWOOD SHEET SHALL BEAR THE"APA"TRADEMARK. 1-08 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 8'-0 3/4"ABOVE SUBFLOOR 3.ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. 4.THE FACE GRAIN OF THE PLYWOOD 1-09 2 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 8'-0 3/4"ABOVE SUBFLOOR AND TRUSSES AND PARALLEL TO HE S UDSLL BE LAID AT RIGHT ANGLES TO THE JOISTS 5.NAILS SHALL BE PLACED 3/8"MINIMUM FROM THE EDGE OF THE SHEETS.THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS SHALL BE 1 1/2"FOR BID NAILS 1-10 2 PIECE(S) 2 X 8 DF N0.2 8'-0 3/4"ABOVE SUBFLOOR AND 1 3/8"FOR IOD NAILS. G 1-1 1 3 PIECES 1 3/4"X 9 1/4"2.0E MICROLLAMO LVL 1 1'-1 1/4"ABOVE SUBFLOOR 6.ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. c1 r PIECE(S) M.CORNER BRACING: 1.UNLESS OTHERWISE NOTED,BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 2-01 3 PIECE(S) 1 3/4"X 9 1/4"2.0E MICROLLAMO LVL 17'-$"ABOVE SUBFLOOR DIAGONALS,LET INTO STUDS,OR WITH 4 X 8 PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING,OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING SCHEDULE. 3-01 2 PIECE(S) 1 3/4"X 16"2.0E MICROLLAM@ LVL 13-9 1/4"ABOVE SLAB N.NAILING: 1.ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM,(SEE ATTACHED 3-02 3 PIECE(S) 1 3/4"X 9 1/4"2.0E MICROLLAMO LVL 7'-8 3/4"ABOVE SLAB SCHEDULE)AND ALL STATE AND LOCAL BUILDING CODES,OR MANUFACTURER'S RECOMMENDATIONS. 3-03 3 PIECES 1 3/4"X 9 1/4"2.0E MICROLLAMO LVL 7'-8 3/4"ABOVE SLAB 1. FIRE STOPPING: PIECE(S) 1.FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT (BOTHOPENINGS a TTHIICKNESSESOF 1"NOMINAL UMBER HORIZONTAL) OR 2 3-04 3 PIECE(S) 1 3/4"X 9 1/4"2.0E MICROLLAMO WITH BROKEN LAP JOINTS OR OTHER LVL 9'-7 3/4"ABOVE SLAB APPROVED MATERIAL. H 3-05 3 PIECES 1 3/4"X 9 1/4"2.0E MICROLLAM@ LVL 12'-3"ABOVE SLAB P.ALIGNMENT: ( ) 1.ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX INCHES 3 PIECE(S) 1 3/4"X 9 1/4"2.0E MICROLLAMO LVL (ATTACHED NAILING NG SCH DU BE NAILEDOLE GETHER FOR SUPERCEDINGWITH MIN. )REQUI EMENT5110D FACE1;S.((SEE 4-Ol EXTERIOR GRADE 2.SHEET H-1 PERGOLA 2.WHEN FRAMING ENDTO END JOISTS SHALL BE SECURED TOGETHER BY METAL 4-02 3 PIECE(S) 1 3/4"X 9 1/4"2.0E MICROLLAM@)LVL SEE SHEET H-1 PERGOLA STRAPS. �C�ED ARC EXTERIOR TRADE Q.PARTITIONS: y 1.GENERAL: \ W• dOy �>� A.PROVIDE SOLID BLOCKING AT 4'-0"O.C.BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. Q �Q B.SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4 4'. AS PER SECTION R302.9.1 WALL AND CEIILING FINISHES SHALL HAVE A FLAME-SPREAD 06:APPLY WALLBOARD WITH THE LONG DIMENSIONS PERPENDICULAR TO THE SEALANTS AND CAULKING C.SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. CLASSIFICATION OF NOT GREATER THANI 200 AND A SMOKE-DEVELOPED INDEX OF FRAMING MEMBERS. 01:ALL CAULKING COMPOUND UNLESS OTHERWISE NOTED,TO BE G.E.SILICONE D.STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN NOT GREATER THAN 450. 07: INSTALL 5/8"TYPE"X"GYPSUM BOARD (FIRE RETARDANT) ON ALL WALLS AND NON-STAINING/ NON-SAGGING.COLOR TO MATCH ADJACENT MATERIAL. THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF ��qr 044866 y0� J GYPSUM WALL BOARD CEILINGS IN GARAGE AND MECHANICAL SPACES. CAULKING IN CONJUNCTION WITH NEOPRENE ROOFING TO BE BUTYL TYPE. CALCULATIONS TO BE PROVIDED TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. J F OF NE`N 01: INTERIOR WALLS AND CEILINGS SHALL BE MIN.5/8"GYPSUM WALLBOARD,TAPED +l. PAINTING 02: PREFORMED SUPPORT STRIPS FOR CERAMIC TILE CONTROL JOINT AND AND GIVEN THREE COATS OF SPACKLE, ILEFT IN POLISHED CONDITION TO BE Ol:ALL WALLS AND CEILINGS TO BE PREPARED FOR SEMI-GLOSS PAINT, UNLESS EXPANSION JOINT WORK- USE POLYISOBUTYLENE OR POLYCHLOROPRENE E.LAPTOP PLATES AT CORNERS AND INTERSECTIONS.2.BEARING WALLS SUPPORTING ONE FLOOR OR MORE: B R I A N J O I u I N(�J INSPECTED BY OWNER BEFORE AND AFTER FIRST COAT OF PAINT. ALL GYPSUM WALL OTHERWISE NOTED OR DIRECTED BY OWNER / INTERIOR DESIGNER. RUBBER. A.PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16"O.C. BOARD JOINTS TO BE STAGGERED. ALL EXPOSED JOINTS TO BE TAPED AND COVERED 02: PRIMING: 03:THOROUGHLY AND COMPLETELY MASK JOINTS WHERE APPEARANCE(OF OF TYPE LUMBER SPECIFIED. SMOOTH WITH JOINT COMPOUND. PROVIDE ALL NECESSARY CORNER BEADS,STOPS, -LATEX QUICKLY DRY PRIME SEAL 201 ON PLASTER AND/OR DRYWALL. (VERIFY 'L. SEALANT ON ADJACENT SURFACES WOULD BE OBJECTIONABLE. B.IF A DOUBLE TOP PLATE of LESS THAN 2 2 x 6'S OR 3 2 X 4'S IS USED,FLOOR JOISTS = REGISTERED ARCHITECT EDGE TRIM, CASING BEADS,AND SIMILAR TRIM AS All WALLBOARD SURFACES. NEW ANY LATEX ALLERGIES WITH OWNER PRIOR TO USE) 04: INSTALL SEALANT IN STRICT ACCORDANCE WITH THE MANUFACTURERS SHALL BE CENTERED DIRECTLY OVER AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1"UNLESS SUBSTANTIATED BY ENGINEERING AND EXISTING SURFACES SHALL HAVE DEPRESSIONS FILLED SMOOTH, OPENINGS AND :Y -ALKYD PRIMER SEALER 100 ON NEW WOOD. RECOMMENDATIONS OR ACCEPTABLE PRACTICES,THOROUGHLY FILLING CALCULATIONS. HOLES PATCHED FLUSH,SPACKLED AND SANDED AND OTHERWISE LEFT READY AND 03:A PRIMER COAT AND TWO FINISH COATS OF PAINT SHALL BE APPLIED. JOINTS TO THE RECOMMENDED DEPTH. C.BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2"GYPSUM BOARD ACCEPTABLE FOR PAINTING AND FINISHIING. REFER TO FINISH PLANS FOR JOB 04: EGGSHELL, FLAT AND/OR SEMI-GLOSS FINISH (TO BE DETERMINED), LATEXTO DRYWALL MANUFACTURER RECOMMENDATION. I OA N N O U RESIDENCE FASTENED ACCORDING " LOW VOLTAGE WIRING/ I.T.T NOTES: J H j ; SPECIFIC DETAILS. PAINT TO BE OF BENJAMIN MOORE OR AN APPROVED EQUAL. (VERIFY ANY LATEX �: 02: PROVIDE AND INSTALL"BUTTBOARD" DRYWALL BACKER AS MANUFACTURED ALLERGIES WITH OWNER PRIOR TO USE) . 01:GENERAL CONTRACTOR TO DISCUSS WITH OWNER LOCATIONS OF SECURITY ADDITION & INTERIOR ALTERATIONS BY TRIM-TEX AT DRYWALL JOINTS IF REQUIRED.ALL GYPSUM BOARD JOINTS SHALL BE 05: REMOVE REMOVABLE ITEMS WHICH ARE NOT TO BE PAINTED, OR PROVIDE CAMERAS (INTERIOR AND/OR EXTERIOR) AND WIRE ACCORDINGLY LOCATED IN THE CENTER OF STUDS. 02:GENERAL CONTRACTOR TO DISCUSS WITH OWNER SPECIFIC NEEDS FOUR CAT 6 K SURFACE APPLIED PROTECTION OR COVERING PRIOR TO BEGINNING PAINTING. K 03: BACKUP SHOWER TILE WITH CEMENT BOARD. 06:SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE AND MUST BE FILLED, CABLE (ETHERNET) CABLING IN OFFICES, GAMING ROOMS,LIVING ROOMS, 04: PROVIDE CROSS BRACING BETWEEN STUDS IN PIPE CHASES. BRACING SHALL PATCHED AND SANDED SMOOTH OR BE REDONE. BEDROOMS,OUTDOOR TELEVISION/MOVIE AREA, GARAGE,DOORBELL, ETFC. BE CUT FROM 5/8"WALLBOARD INTO PIECES NOT SMALLER THAN 12 INCHES 07: CEILING FAINT TO BE FLAT FINISH UNLESS OTHERWISE SPECIFIED. 03: DEDICATED MEDIA CLOSET TO BE INSTALLED AS PER PLANS AND SERVE AS A HUB PAGE CONTENTS: WIDE BY CHASE WIDTH, AND SHALL BE SCREW ATTACHED AT QUARTER POINTS TILE FINISH FOR ROUTER AND LOW VOLTAGE EQUIPMENT. �y IN THE STUD HEIGHT WITH SCREWS 8"O.C.,MINIMUM THREE (3) SCREWS PER 01:STONE SADDLES SHALL BE USED AT TOILET/BATH ENTRANCES. Schedule Sheet and d BRACE PER STUD WEB. 02:ALL TILE/MARBLE INTERSECTIONS AND RETURNS SHALL BE AS FORMED. ALL SMOKE/CARBON MONOXIDE: 05:APPLY WALLBOARD WITH THE REVERSE SIDE AGAINST THE FRAMING CUTTING AND DRILLING SHALL BE NEATLY DONE WITHOUT MARRING TILE. ALL CUT k . CONTRACTOR TO INSTALL DETECTORS COMPLYING WITH NEW YORK STATIE AND Notes MEMBERS OR WALL,AND WITH THE SEPARATE BOARDS IN MODERATE EDGES SHALL BE CAREFULLY GROUND AND JOINTED. LOCAL GOVERNING CODES.SMOKE/CARBON MONOXIDE ALARMS TO BE: CONTACT. IN NO CASE SHALL BOARDS BE FORCED INTO PLACE. AT ALL 03: NEW TILE/MARBLE FOR TOILET/BATH AREA TO BE INSTALLED PER LATEST INSTALLED: INTERIOR AND EXTERIOR CORNERS, CONCEAL THE CUT EDGES Of THE SUGGESTED METHOD OFTHE HANDBOOK FOR CERAMIC TILE INSTALLATION. 01: IN EACH SLEEPING ROOM APPLICATION NUMBER: BOARDS BY OVERLAPPING THEM WITH THE ABUTTING BOARDS.STAGGER THE MUD BASE FOR FLOORING MUD BASE/THIN SET WALLS. 02 OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS BOARDS SO THAT THE CORNERS OF ANY FOUR (4) BOARDS WILL NOT MEET 04:WOOD STUD PARTITIONS TO RECEIVE MARBLE OR TILE TO BE SPACED @ 12" 03: ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS. REVIEWED BY: BJ,RA L AT THE SAME POINT.VERTICAL JOINTS SHALL NOT OCCUR ON THE SAME STUD O.C. IN LIEU OF 16"O.C. 04:SMOKE ALARM TO BE INTERCONNECTED IN SUCH A MANNER THAT THE L ON BOTH SIDES OF A PARTITION.APPLY WALLBOARD IN SUCH LENGTHS AS 05:MARBLE THAT IS INSTALLED ON SHOWER FLOORS IS TO HAVE EITHER RIBBED ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL WILL RESULT IN A MINIMUM Of JOINTS.SAND ANY BURRED EDGES Of OR HONED FINISH. NOTE THAT NO SPLIT TILES WILL BE PERMITTED UNIT.THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER PROJECT NO. : 24111 SHEET NUMBER WALLBOARD SMOOTH BEFORE APPLICATION. CUT DAMAGED EDGES BACK 06:TILE AT ELECTRIC OUTLETS, PLUMBING PIPES, FIXTURES/FITTINGS SHALL FIT BACKGROUND NOISE LEVELS WITH ALL THE INTERVENING DOORS CLOSED.. NEATLY TO SOUND BOARD. CLOSELY,SO THAT PLATES,COLLARS OR COVERINGS WILL OVERLAP THE TILE. 05:CO DETECTOR MUST PROVIDE DIFFERENT SOUND THAN SMOKE DETECTOR. „Y„ ,r �. . 10 h.: START DATE: 17 r7777771. 1 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 J 06 07 08 09 10 11 12 13 14 15 A1Utz� siUK A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com 635 Stanley Ro d 516.242.5272 www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 Mattituck, NY 11952 ce B © americana architect, p.c. Pro� _ po_ -- --o-o �_ -o� o1 .� o n4-e�-r-�or-Alt- -r�al .o--ns. -- fZe-a-r--Add ti o n. = N-ew-R--eof4�n e Pd 0 �- IMiiq�g-p-eol New Pool House c r ACT, " ICANA �.� e•,>r+ .,rah. -�„ ♦ w *�` «.) i C /R4 x1y d �,h7s R,r AMEYK ♦ I p V »,. 4t `, � ', � ARCHITECTS !� ^ rS } ' , ,�{ r �,+4n 5}' T' j 1�e .+1 ' f, 1 .,.. .•-NI �'`{°k� -f f 'N rtTfA Xd�� • 1 - W +:i• Ar, 'i� �'rY'�. t i! �- �'Yy"� r •�}� `'I h,�;'a T 4 :;1lW�b [�"'` ,�{.*`.. .iti ,.s.?#'- ..�.�`3�'Y,�i4� ''4,w ,.,�.-'{ -t6•�,�.y; c�dsr�;t.,:5� �^j -"` ° A 1C� �h,� A�, .{ 4� �?: - : _{.i T� w - _:t R � { ` 1.,�: ,. v «i f}�''"��d'4': )!�,,`s � � 7rn'l�o z 47+,.,t� ,- y 6, _� _ -... _ . 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ADDITION & INTERIOR ALTERATIONS i F „ PAGE CONTENTS: Ji Ar ��: RG m . . . ► s . ry Cover Sheet APPLICATION NUMBER: Proposed L L REVIEWED BY: BJ,RA Disclaimer: Renderings shown are for reference purposes only and are an artistic interpretation of the plans in this PROJECT NO. : 24111 SHEET NUMBER The 4 submission . At no point shall these renderings supercede the plans and specifications shown in this plan set. START DATE: O1 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 GENERAL NOTES: DISCLAIMER: Generated by REScheck-Web Software NOTE:All NOTES HEREIN MENTIONED ARE APPLICABLE TO THE SCALE AND SCOPE 01:THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND OF WORK AS DESCRIBED GRAPHICALLY OR OTHERWISE NOTED ON DRAWINGS. DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES, OMISSIONS, A Compliance Certificate GENERAL CONTRACTOR IS RESPONSIBLE FOR QUALIFYING CONDITIONS THAT ARE AND/OR PROBLEMS SHALL BE PROMPTLY REPORTED IN WRITING TO THE ARCHITECT A NOT INCLUDED IN BID OR CONTRACT DOCUMENTS WITH OWNER PRIOR TO + BEFORE PROCEEDING WITH THE WORK. Brian Johnson, Lead Architect EXECUTION OF CONTRACT AND/OR COMMENCEMENT Of WORK,WHICH WOULD Brian@AmericanaArchitects.com ALTER THE DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS.ARCHITECT , 02:THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO WORK IN TANDEM, IN Project 24 , 1 - IOANNOU - 635 Stanley Road, Mattituck, NY 11952 SHALL BE NOTIFIED OF ANY SUCH ALTERATION IMMEDIATELY. THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND SPECIFICATIONS,THE 516.242.5272 R OWNER OR CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY FOR Energy Code: 0181ECC TESTING REQUIREMENTS CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK (ANY DEVIATION FROM www.AmericanaArchitects.com Location: MA ,tusk,New Yong a R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND THIS PROCEDURE SHALL RESULT IN THE CONTRACTOR TAKING FULL RESPONSIBILITY P O BOX #58 Bethpage,ge, NY 11714 Construction Type: Sinle-family VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES Project Type: Additi FOR THE WORK) ASPHALT Climate Zone: 4 (533Y DD) PER HOUR IN CLIMATE ZONE I AND 2,AND THREE AIR CHANGES PER HOUR IN Permit Date: CLIMATE ZONE 3 THROUGH 8.TESTING SHALL BE CONDUCTED IN ACCORDANCE 03:THE DIMENSIONS NOTED ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER DRIVEWAY Permit Number. WITH ASTM E 11 q OR ASTM E 1821 AND REPORTED AT A PRESSURE OF 0.2 INCH THE SCALED DIMENSIONS. NEVER SCALE DIRECTLY FROM THE DRAWINGS. ANY B NOT All Electric false ` W.G. (50 PASCALS).WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL DIMENSIONS IN QUESTION SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT B Is Renewable false © americana architect, p.c. BE CONDUCTED BY AN APPROVED THIRD PARTY.A WRITTEN REPORT OF THE j IMMEDIATELY FOR CLARIFICATION. Has Charge false INCLUDED STOOP Has Batteryr false RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST 30.00 SQ. FT. Has Heat Pump: false AND PROVIDED TO THE CODE OFFICIAL.TESTING SHALL BE PERFORMED AT ANY 04:THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES. THESE ARE THE SOLE NOT ENVELOPE. RESPONSIBILITY OF THE CONTRACTOR. LIKEWISE,THE CONTRACTOR IS SOLELY DURING TESTING ( RESPONSIBLE FOR MAINTAINING A SAFE WORKING ENVIRONMENT ON SITE. INCLUDED Construction Site: owner/Agent: Designer/Contractor: I. EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL BE - , CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHER STRIPPING 05:THE CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH LOCAL OTHER INFILTRATION CONTROL MEASURES. k''` CODES, ORDINANCES, RULES AND REGULATIONS. •(Ifij;Iflft, ' a:x.s. !.I..f(ti• �/r.y.x-� _,.. �ja h := 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND /th "" FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED 06:THE CONTRACTOR SHALL NOT START ANY WORK UNTIL THE PLANS HAVE BEEN Compliance: 2.7%Better Than Code Maxi our UA: 04 MaximuSHGC 0.40�yYour SHGC: 0.34The%Better or Worse Than Code Index reflects howclosetocou isbasedoncode ade-offn,les. INFILTRATION CONTROL MEASURES. BY ALL NECESSARY AUTHORITIES HAVING JURISDICTION, INCLUDING THECIt DOES NOT provide an estimate of energy use or cost relative thome.0 ~ 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE OPEN. LOCAL BUILDING DEPARTMENT. IT IS THE RESPONSIBILITY OF THE OWNER AND/ORJ - Slab-on-grade tradeoffs are no longer consideredperformance tom 'ante path in REScheck.Each slab-on-gradeLLJ assembly in the specified climate zone must meeum energy code insu *ion R-value and depth requirements. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEM AND HEAT CONTRACTOR TO SECURE ALL NECESSARY PERMITS AND SUBMIT ALL NECESSARY = (� RECOVERY SHALL BE CLOSED AND SEALED. DOCUMENTS (I,E.WORKER'S COMPENSATION CERTIFICATE, HOME RENOVATION HOUSE COVERAGE: 5. HEATING AND COOLING SYSTEM, IF INSTALLED AT THE TIME OF THE TEST, LICENSE, ETC.) TO THE PROPER AUTHORITY HAVING JURISDICTION. - r Envelope Assemblies SHALL BE TURNED OFF. 2,994.48 SQ. FT. - Q 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, 07: IF THE CONTRACTOR BELIEVES THAT AN ALTERNATIVE MATERIAL OR METHOD `` r�";! SHALL BE FULLY OPEN. WOULD RESULT IN A TIME OR COST SAVING FOR THE OWNER (AND SHALL NOT ILL Ceiling:Cathedral Ceiling 4,122 3s.o o.s o.oz o.oz6 111 107 COMPROMISE THE INTEGRITY OF THE DESIGN),THE CONTRACTOR SHALL SUBMIT HOME ENERGY RATING SYSTEM(H.E.R.S) SPECIFICATIONS OF THE ALTERNATIVE IN WRITING TO THE ARCHITECT FOR n- Wall:Wood Frame,16"o.c. 2,669 19.0 0.5 0.oss o.060 123 :127 I. H.E.R.S. INDEX REPORT AS REQUIRED BY OTHERS APPROVAL PRIOR TO MAKING THE SUBSTITUTION. O n Door:Glass Door(over 50%glazin 216 0.300 .320 65 69 2. THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER sHGc:0.34 THROUGHOUT THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS s"` 08:EXCEPT WHERE LONGER DURATION GUARANTEE PERIODS ARE SPECIFICALLY 00 - PATIO ON Window:Vinyl Frame 336 0.300 0. 0 101 :108 D (~/) (� SHGC:0.34 ARE PERFORMED. REQUIRED IN THE SPECIFICATIONS, EACH CONTRACTOR SHALL GUARANTEE ALL D V GRADE SET Compliance Statement: Th roposed building design described here is consistent with the building plans,specifications,and otther 3. THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION THEIR WORK PERFORMED AND THE MATERIALS USED ARE FREE FROM DEFECTS. W(y) calculations submitted wit he permit application.The proposed building has been designed to meet the 2018 IEL°C requirements in REScheck Version:RESc ck-Web and to comply with the mandatory requirements listed in the REScheck Inspectioh Checklist. /INSPECTION PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY DURING A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL CONTRACTOR Ill WWI IN SAND . OF THE BUILDER. PAYMENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ~_ DEFECTS THAT MAY ARISE FROM THEIR WORK. Name-Title Signature Date d �s REFERENCE STANDARDS PERGOLA I. 2020 RESIDENTIAL CODE OF NEW YORK STATE DETACHED ONE AND TWO Y; 09:ALL WORKER'S EMPLOYED ON THE PROJECT SHALL BE SKILLED CRAFTSMEN IN 0 FAMILY DWELLINGS THEIR RESPECTIVE TRADE, OR WORKING DIRECTLY UNDER THE SUPERVISION OF A COVER: USE-GROUP R-3 SKILLED CRAFTSMEN SO THAT ALL WORK PERFORMED SHALL BE INSTALLED WITH THE 65.52 POOL j Proje Itle:24111-IOANNOU-635 Stanley Road,Mattituck,NY 11952 Report date: 08/Il7/24 CONSTRUCTION CLASSIFICATION -TYPE VB HIGHEST STANDARD OF CARE. Q ( Data filename: Page 1.of 9 HEIGHT LIMITATION (TABLE 504.3) -40' SQ. FT. COVER:; STORIES (TABLE 504.4) -5 STORIES 10:ANY CONTRACTOR WORKING ON THE PROJECT SHALL THOROUGHLY EXAMINE AREA LIMITATION (TABLE 5062)- UNLIMITED THE EXISTING CONDITIONS (INCLUDING ANY NEW WORK ALREADY INSTALLED IN E _. 471 .45 2. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE AMERICAN PLACE) PRIOR THEM COMMENCING THEIR WORK OR INSTALLATION. E SQ. FT. j FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL COMMENCEMENT OF THE INSTALLATION SHALL BE AN ACCEPTANCE BY THE EDITION (WFCM) PER SECTION R501.1.1 2020 RCNYS. CONTRACTOR THAT THE CONDITION OF THE WORK OF THE OTHER TRADES IS UP TO 3. ENGINEERED DESIGNED STRUCTURAL COMPONENTS PER ASCE 1-IB THE STANDARD REQUIRED FOR PROPER INSTALLATION. ANY ISSUES SHOULD BE R e s C h e c k Compliance 4. 2020 FIRE CODE OF NEW YORK STATE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR PRIOR TO PROCEEDING. , NYS ED. LAW ART. 141- ARCH .. SEC. 1301 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ;{ 1 1: IN THE EVENT THAT AN EXISTING CONDITION DIFFERS FROM THAT WHICH IS CODE INFORMATION DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. IF AN INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS,THE CONTRACTOR ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING SHALL STOP ALL WORK IN THAT AREA IMMEDIATELY AND CONTACT THE ARCHITECT THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE RESIDENTIAL CODE OF NEW YORK ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED IN WRITING FOR INSTRUCTIONS ON HOW TO PROCEED. BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A F POOL HOUSE (2020 EDITION) IN CONJUNCTION W/THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEY, YORK STATE 12:VERBIAGE INCLUDING"OR EQUIVALENT","OR EQUAL", OR SIMILARLY WORDED F CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS & ASCE 7 COVERAGE: EDUCATION LAW ARTICLE 141-ARCHITECTURE,SECTION 1301) NOTES, THE CONTRACTOR SHALL SUBMIT THE EQUIVALENT PRODUCT TO THE THESE ENERGY CONSERVATION CALCULATIONS WERE PREPARED USING THE ENERGY ARCHITECT IN WRITING FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION. 340.50 SQ. FT. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2018 EDITION) OWNERSHIP AND USE OF DOCUMENTS ' DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE 13: EACH RESIDENTIAL APPLICATION FOR A NEW STRUCTURE AND EACH ADDITION AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS SHALL TO OR REHABILITATION TO AN EXISTING RESIDENTIAL STRUCTURE THAT UTILIZES TRUSS # REVISION DATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS :TABLE 301.5 NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OR BY ANY OTHER PARTIES OTHER THAN THOSE PROPERLY AUTHORIZED BY CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN IN ACCORDANCE WITH THE USE LIVE LOAD DEAD LOAD CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF AMERICANA PROVISIONS OF TITLE 19 NYCRR (PART 1265). A SIGN MUST BE AFFIXED TO THE ARCHITECT, P.C. ELECTRONIC BOX, IF THERE IS ONE,ON THE EXTERIOR OF THE STRUCTURE. IF NO EXTERIOR BALCONIES 60 psf 10 psf ELECTRONIC BOX EXISTS,THEN A CONSPICUOUS LOCATION ON THE STRUCTURE THAT IS APPROVED BY THE AUTHORITY HAVING JURISDICTION AND CAN BE SEEN BY DECKS 40 psf 10 psf FIRST RESPONDERS. G PASSENGER VEHICLE GARAGES 50 psf PER PLAN G LOT SIZE: 20,330.60 S.F. ATTICS WITHOUT STORAGE 10 psf 10 psf ; .. , 1 r;' ATTICS WITH STORAGE 20 psf 10 psf RMS OTHER THAN SLEEPING RMS 40 psf 10 psf LOT COVERAGE CALCULATIONS SLEEPING ROOMS 30 psf 10 psf HOUSE COVERAGE:2,994.48 S.F. STAIRS 40 psf 10 psf STOOP:37.38 S.F. GUARDRAILS AND HANDRAILS 200 psf 10 psf STAIRWELL: 71.81 S.F. PERGOLA: 65.52 S.F. ROOFS: ° POOL:471.45 S.F. LIVE= GROUND SNOW LOAD 20 psf H POOL HOUSE:340.50 S.F. ADJUSTMENTS AS PER ASCE 7 30 psf 10 psf DRAWING INDEX H LOT SIZE:20,330.60 S.F. d.. - C l• t d Geographic D A l COVER SHEET MAX. COVERAGE:20%OF LOT SIZE-4,006.12 S.F. t l i I m a e and Design g n A-2 GENERAL NOTES,CODE NOTES, LOT COVERAGE TOTAL COVERAGE:3,981.14 S.F. A.� K A-3 EX. & PROP. PLOT PLANS, ZONING .�E ED oqC, Lot Coverage Diagram Load Allowance Chart Data & Manual J Criteria A-4 DEMOLITION PLANS AND NOTES yes �. A-5 EX. & PROP. FINISH FOUNDATION PLAN A-6 FOUNDATION PLAN A-7 EX. & PROP. FIRST FLOOR FINISH PLAN A-8 FIRST FLOOR FRAMING PLAN A-9 ROOF PLAN �� �44686 J PERGOLA LOT COVERAGE CALCULATIONS TABLE IR301.2(1) A-10 SCHEDULE SHEETS & NOTES J qrF of NE`N CLIMATE AND GEOGRAPHIC DESIGN CRITERIA SUFFOLK COUNTY A-11 NORTH ELEVATION THE LOT COVERAGE CALCULATION FOR THE PROPOSED PERGOLA ONLY A-12 EAST ELEVATION BRIAN JOHNS WIND DESIGN SUBJECT TO DAMAGE FROM A-13 WEST ELEVATION ACCOUNTS FOR THE AREA OCCUPIED BY THE STRUCTURAL BEAMS AND GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SUPPORTS. SINCE THE MAJORITY OF THE PERGOLA IS OPEN, ALLOWING SNOW SPEED TOPOGRAPHIC SPECIAL WIND BORNE FROST LINE FLOOD A-14 SOUTH ELEVATION DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL REGISTERED ARCHITECT LOAD (MPH) EFFECT WIND REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP. A-15 SECTION 01 ODERATE LIGHT AND AIR TO PASS THROUGH, IT DOES NOT CONTRIBUTE P-1 POOL HOUSE PLANS SIGNIFICANTLY TO THE OVERALL IMPERVIOUS SURFACE AREA. THE OPEN 2opsf 13o YEs No N/A BSEVERE 3FEET TO HEAVY 15° YES No YES 45° P-2 POOL HOUSE ELEVATIONS IOANNOU N THE PERGOLA REDUCES ITS IMPACT ON LOT COVERAGE AS x. a �� ,. H-1 PERGOLA DETAILS O OU RESIDENCE DESIGN OF C E: - - ,..�.,.'.._ .�_-..-..,�...,.-. ;�t�a.' .,,.,.�,..,".�.. :.° .,....-��...; :..�' _.._. .x,,.'.- ...',. • . -. •. j,. .., A-16 FENESTRATION &LIGHT/VENTILATION ., ONLY THE SOLID ELEMENTS THAT PHYSICALLY OCCUPY SPACE ON THE LOT A-17 PLUMBING DIAGRAMS ADDITION & INTERIOR ALTERATIONS K ARE CONSIDERED. THIS APPROACH ALIGNS WITH ZONING REGULATIONS, A-18 STAIRS, ELECTRICAL, AND INSULATION NOTES K WHICH TYPICAL.LY FOCUS ON THE FOOTPRINT OF IMPERMEABLE A-19 NAILING NOTES STRUCTURES RATHER THAN OPEN OR SEMI-OPEN FEATURES LIKE PERGOLAS. MANUAL J CRITERIA A-21 STRAPPING NOTES PAGE CONTENTS: A-21 SIMPSON DIAGRAMS General Notes, Code ELEVATION LATITUDE WINTER SUMMER ALTITUDE A-22 FLOOR JOIST DIAGRAMS HEATING COOLING CORRECTION INDOOR DESIGN DESIGN TEMP. HEATING TEMP. TEMP. COOLING DIFFERENCE A-23 AIR SEALING DIAGRAMS FACTOR Notes, Lot Coverage 30+/-FT 410 N 15°F 86°F 1.00 70°F 75°F 55°F APPLICATION NUMBER: COOLING TEMP. WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY DIFFERENCE HEATING COOLING 1WET BULB 110 F 15 MPH 7.5 MPH 72°F MEDIUM M 40% REVIEWED BY: BJ,RA L L ( ) 32 GR @50%RH :ry << „_ PROJECT NO. : 24111 SHEET NUMBER START DATE: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 PROJECT SITE NOTES: SITE SHORING NOTES: STAN LEY ROAD STAN LEY ROAD 01:THE CONTRACTOR SHALL PROVIDE AND INSTALL A SHORING SYSTEM AS REQUIRED WHICH SHALL SAFELY AND ADEQUATELY PREVENT COLLAPSE OF A S 80 E S 8 0 . 0 E ADJACENT MATERIALS,AS WELL AS PERMIT CONSTRUCTION OF THE WORK AS A 1 0 05 0'' 1 105.000'' Brian Johnson, Lead Architect EDGE OF ROAD 1 .0 EDGE OF ROAD EDGE OF ROAD SHOWN IN THE CONSTRUCTION DOCUMENTS EDGE OF ROAD JQ Brian@AmericanaArchitects.Com ��ORo`> QS ve e�o�o� 02:THE CONTRACTOR SHALL SECURE ALL REQUIRED APPROVALS FROM THE 516.242.5272 O �. vl �. RESPECTIVE AUTHORITIES HAVING JURISDICTION, INCLUDING GOVERNMENT o� o�' AGENCIES. www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 03:SOIL EROSION &ADJACENT PROPERTY PROTECTION -CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM SOIL EROSION WHERE REQUIRED. PROVIDE HAY BALES RECESSED 4" (MINIMUM) BELOW GRADE AND STAKED ALONG WITH SILT 545.00' 545.00' FENCE. LOCATION AND EXTENT OF FENCE AND HAY BALES SHALL BE DETERMINED B Po��G� 0��'G� AND COORDINATED IN THE FIELD AND APPROVED BY THE BUILDING INSPECTOR.SEE B © americana architect, 11--��.C. w ��0 w 40 DETAILS. 1' o _ b _ o _ b _ SITE CLEARING NOTES: o SQ�P�pI SQZP�py 0 �O 01:THE CONTRACTOR SHALL LOCATE ALL UTILITIES (ABOVE GROUND AND o PR��� a o a PR�,� 0, a SUBTERRANEAN) PRIOR TO COMMENCING CONSTRUCTION,AND PROTECT AS cv N r N N .- REQUIRED O O O O Z G( `r' Z 6- U `n 02:THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS USING FENCING, P BLE. ANY ! . . o oc co CG '. ��O s��_ � ao o o o h o� PLANTINGS TOBURLAP, OR TBE RELOCATED OR REMHER MEANS. GRASS OOV P BE ROTECTED D SCUSSED WITH AS BEST AS IOWNERS, o a X°� o° AND A WRITTEN STATEMENT OF PLANTS TO BE REMOVED SHALL BE CREATED. goy � �� ¢ w 0- OO > r �< G ITE GRADING ' a 0� S G NG NOTES: C ��c?;� e F�c � 01:THE CONTRACTOR SHALL EXCAVATE, BACKFILL, COMPACT,AND GRADE THE C oq TAX LOT #15 09 TAX LOT #15 SITE TO THE ELEVATIONS NOTED ON THE CONSTRUCTION DOCUMENTS. TAX LOT #13 -- -- - _ 43.90 24 8 MAP LOT # 13 TAX LOT#13 15.20 MAP LOT # 13 PROP.SIDE 13.85 24.8 MAP LOT # 1 1 24.90 11.4 ���� MAP LOT # 11 YARD SETBACK 9 73 11 4 43.90 02:THE CONTRACTOR SHALL GRADE IN SUCH A MANNER TO THAT ALLOWS FOR THE CN CV PROPER DRAINAGE OF WATER AWAY FROM THE STRUCTURE. h �ePpb� 15•00 ��Ppb� 03: BACKFILL TO BE COMPACTED IN LIFTS AS IS REQUIRED. FILL TO BE FREE FROM o l o REQ.SIDE o o ' 6 P\G YARD SETBACK M �o`��o � --- CLAY, ORGANIC MATTER, LOAM, DEBRIS, WASTE, OR OTHER OBJECTIONABLE N 0���� N � 0���� N MATERIALS STAKE-OUT NOTES: cn NEW SANITARY SYSTEM TO BE DESIGNED 01:THE CONTRACTOR SHALL CONTACT A LICENSED LAND SURVEYOR TO STAKE-OUT BY OTHERS AND INSTALLED AS PER ALL PROPOSED WORK. LAND SURVEYOR SHALL PROVIDE A FOUNDATION SURVEY - D 55.30 � 55.30 SUFFOLK COUNTY DEPARTMENT OF TO THE ARCHITECT AND BUILDING DEPARTMENT UPON COMPLETION OF THE p (, o r� r\ HEALTH REGULATIONS 26.97 FOUNDATION BEFORE PROCEEDING WITH FRAMING CONSTRUCTION.ARCHITECT W W w z I' S��Q. Z �O 26.97 p NEW DRYWELLS TO BE DESIGNED BY SHOULD BE NOTIFIEDIMMEDIATELY OF ANY DISCREPANCIES. OO O���C9 ���O OTHERS AND INSTALLED AS PER TOWN OF SITE REPAIR NOTES: �,0 G� J Op�� 0�����J SOUTHOLD REGULATIONS 01:THE CONTRACTOR SHALL REPAIR AND/OR REPLACE DAMAGED SIDEWALKS, Z Z ���GoC71 Ne�oa.. CURBS,STREET PAVING AND CURB CUTS AS PER DEPARTMENT OF PUBLIC WORKS = PROP.FENCE }�`� . N N �'��5�``,- O REQUIREMENTS. 0 U - -_- U c� t�i M NEW SWIMMING POOLTO BE DESIGNED //yy R.R.TIE WITH GATE AS BY OTHERS AND INSTALLED AS PER TOWN {y PER NYSRC SITE PLAN SURVEY NOTES: OF SOUTHOLD AND NYSRC REGULATIONS 21.65 6.00 14.97 16.00 PROP,FENCE 01:THE DIMENSIONS SHOWN ON PLANS ARE TAKEN FROM FOUNDATION AND AS PER NYSRC FRAMING MEMBERS. PROJECTION OF SIDING OR EXPOSURE OF CLADDING FOR REQUIREMENTS ALL SWIMMING POOL ENCLOSURES MUST ALL EXISTING WORK ARE ASSUMED FROM DIMENSIONS TAKEN OFF OF THE SURVEY 20.58 COMPLY WITH THE NEW YORK STATE OAP 2 RESIDENTIAL CODE(NYSRC) PROVIDED TO THE ARCHITECT,AND THE CONTRACTOR SHALL VERIFY ALL EXISITNG 00 E ���? PR P.SIDE REQUIREMENTS FOR BARRIERS AROUND CONDITIONS IN FIELD E R.R.TIE aMo M Q POOLS.AS PER SECTION R326.4 OF THE _-..- . G G YARD SETBACK o O�y P_ PG NYSRC,THE POOL AREA MUST BE QO�p ENCLOSED BY A BARRIER THAT IS AT LEAST ° - S� 4 FEET(48 INCHES)HIGH,WITH GATES 13.50 k O THAT ARE SELF-CLOSING AND �O 22.10 ----6.00 O `� 20.68 SELF-LATCHING.THE BARRIER SHOULD 3.80 gP PJ $� 20.0 PREVENT ACCESS BY CHILDREN, REQ.SIDE MEANING IT SHOULD NOT HAVE ANY YARD SETBACK OPENINGS THAT ALLOW PASSAGE OF A 1110 QO� I SPHERE 4 INCHES IN DIAMETER,AND IT SHOULD BE CONSTRUCTED TO PREVENT CLIMBING.ALL ACCESS POINTS TO THE R.R.TIE QP O M ci POOL AREA,INCLUDING DOORS FROM N Co. THE HOUSE LEADING DIRECTLY TO THE F POOL,MUST BE EQUIPPED WITH AN vLO ALARM THAT SOUNDS WHEN THE DOOR IS SITE EXCAVATION NOTES: F OPENED.ADDITIONALLY,ANY POOL STRUCTURE SHOULD HAVE AN 01: PRIOR TO ANY EXCAVATION,THE CONTRACTOR SHALL CONTACT 811 IN o OPERATIONAL SAFETY COVER MEETING ACCORDANCE WITH NYCRR PART 753- PROTECTION OF UNDERGROUND FACILITIES - 36.56 29.00 39.45 ASTM F1346 STANDARDS IF USED AS AN PROP.SIDE PROP.SIDE ALTERNATIVE BARRIER SOLUTION.THESE $k REVISION DATE YARD SETBACK 3.0© O� .00 ARD SETBACK MEASURES HELP ENSURE THAT THE POOL 02:THE CONTRACTOR SHALL EXCAVATE ALL MATERIALS WITHIN THE LIMITS OF THE TO POOL O AREA IS SECURE AND IN FULL Q TO POOL WORK AREA SPECIFIED, INCLUDING MATERIALS THAT MAY COMPROMISE THE TAX LOT #14 Z z U I ZO' COMPLIANCE WITH STATE SAFETY INTEGRITY OF THE SURROUNDING SOIL. HOUSE O N HOUSE REGULATIONS. MAP LOT# 12 G�� �� h WU� Gpr' w Q Z z o U h W 03:THE CONTRACTOR SHALL COORDINATE ALL EXCAVATION IN A SEQUENCE THAT > w z WILL PROVIDE PROPER SITE DRAINAGE AT ALL TIMES. - � w 0 3W �w� 0 z W a N C� 04:THE CONTRACTOR SHALL SHORE AND BRACE EXCAVATED AREAS AS REQUIRED G owoo Q'O\P ,� � Q � - G - _ W ;,. O rr U u z=u <9 c o? 0 m W m 05:THE CONTRACTOR SHALL TAKE CARE IN EXCAVATION OF FOOTINGS AND O F-- a h CL O LL N ri r� FOUNDATIONS NOT TO DISTURB THE BOTTOM OF THE EXCAVATION U N0000Moh O rLN OD CL r r Cie a 06:THE CONTRACTOR SHALL EXCAVATE TO THE DEPTH NOTED IN THE PLANS. IN THE PROP.FEMCE } TAX LOT#14 EVENT THAT UPON EXCAVATING THE SOIL AT THE BOTTOM OF THE EXCAVATION IS AS PER NYSRC MAP LOT # 12 NOT ADEQUATE FOR BEARING,THE CONTRACTOR SHALL CONTACT THE ARCHITECT REQUIREMIENTS IMMEDIATELY BEFORE PROCEEDING FENCE ON LINE h, O• - ��p• POST&RAIL FENCE �N 880 4700" W FENCE ON LINE � ��� POST&RAIL FENCE N 880 47 00 W 07:THE BOTTOM OF THE FOOTINGS SHALL BE INSPECTED BY THE BUILDING 105.04 �o� 105.04 DEPARTMENT PRIOR TO POURING H . . H Existing Plot Plan Prop. Plot Plan . I �R_D ARC 1 / 16 1 0 / �� � QP s0 7' Q m � ZONING ANALYSIS CHART BUILDING DEPARTMENT:Town of Southold ' *�' s�q7, 044866 O� J 635 Stanley Road ZONING DISTRICT: R-40 J OF NEv`1 y Mattituck, NY 11952 SECTION: 106 BLOCK: 8 LOT: 14 10' A VARIANCE REQUIRED: I BRIA S M X. C.TO C. , , .r . •. ..�.,. .,�- .� N JOHNS E . SILT FENCE DETAIL TOPIC: REQUIRED/PERMITTED: E>KISTING: PROPOSED: YES: NO: WOVEN WIRE FENCE AREA OF LOT 40,000 SQ. FT. 2(0,330.6 SQ. FT. 20,330.6 SO. FT. (NO CHANGE) X REGISTERED ARCHITECT Q (MIN.14 1/2"GAUGE, /36"MIN, FENCE POST DRIVEN MIN. 16"INTO GROUND ,� WIDTH OF LOT 150.0 FT. 105.00 FT. 105.00 FT. (NO CHANGE) X f- MAX. 6"MESH II w O � z SPACING) FL UNDISTURBED w DEPTH OF LOT 175.0 FT. 1A2.16 FT. 192.16 FT. NO CHANGE X WITH FILTER CLOTH w 20"MIN. +- _ ( ) CO � - Q �- (� - ,p -PLANT HEIGHT SHALL BE MEASURED FROM FINISHED -PLANTING METHOD ILLUSTRATED I OA N N RESIDENCE ROUND •::•`:•:�;::•,•;�•.:�.::•::•::•:: :.:�.,:�. :-:•:•:•:•:•�:• :� O U OVER G "' ' •"'�*^ - : _ r FRONT YARD (FT.) 50.0 FT. 50.8 FT. 50.14 FT. (TO HOUSE) X GRADE TO THE UPPER MAIN BODY OF THE PLANT SHALL APPLY EQUALLY TO BARE ROOT 16"MIN. = J -SHRUBS PLANTED IN GROUPS SHALL BE SET STOCK&BALLED&BURLAP STOCK ADDITION Z / - - IN CONTINUOUS BEDS AS SHOWN ON PLAN SET SHRUBS 2"HIGHER THAN O & INTERIOR ALTERATIONS EMBED FILTER " " " MIN.SIDE YARD (FT.) 15.0 FT. 2�4.8 FT. 15.20 FT. X -_ K O CLOTH MIN. 6" �� Q SURROUNDING GRADE TO ALLOW ,, J� ° G� 0 FOR SETTLEMENT INTO GROUND SECTION VIEW k`' �/ SIDE YARD AGGREGATE 35.0 FT. 4�9.7 FT. 20.19 FT+ 15.20 FT.=35.39 FT. X ~ 4 Q 4 v OO OO G -SCARIFY&IRRIGATE INSIDE OF SHRUB w Z 4 0 40 ° PLANTING PIT PRIOR TO PLANTING U REAR YARD (FT.) 50.0 FT. 1115.719 FT. 83.69 FT.TO HOUSE X Q °� ° 1 o a vp EXCAVATE&PREPARE PLANTING BED t 4 Q °°a TO V-6'DEEP AS SPECIFIED PAGE CONTENTS: A. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO 1 Q� o w PERSPECTIVE VIEW MIN. LIVABLE FLOOR AREA 850 S.F. 1427.03 FT. +/- 2,994.48 S.F. X � a `b 4 00 0 - PRUNEDAMAGEDOROBJECTIONABLE FENCE POSTS'WITH WIRE TIES OR STAPLES. tt�� o 00 ~ B. FILTER CLOTH'TO BE FASTENED SECURELY TO WOVEN WIRE V w olo BRANCHES IN SUCH A MANNER AS TO Ex. & Prop. P I o Plans, O z o'� ° a / op° PRESERVE THE NATURAL CHARACTER OF POSTS:STEEL EITHER'T'OR"U"TYPE OR 2" HARDWOOD GROSS FLOOR AREA 3383.06 S.F. (PER CODE) 1427.03 FT. +/- 2,994.48 S.F. X Z = o°° ° o THE PLANT Zoning FENCE WITHTIIESSPACEDEVERY24"AT TOP AND MID c� oOo� /0 -CONSTRUCT SAUCER FENCE:WOVEN WIRE, 14 1/2 GA. 6"MAX MESH 000o AROUND SHRUB BASE AND 0/ SECTION. MAX.LOT COVERAGE 20%OF LOT=4,006.12 S.F. 2„056.45 S.F. 3,981.14 S.F. (SEE DIAGRAM) X C. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OPENING z Q z o� �j--�io MULCH WITH 2°SHREDDED PINE OTHER THEY SHALL BE OVERLAPPED BY 6"AND FOLDED. FILTER CLOTH: FILTER X, MIRAFI 100X,STABALINKA TT140N MAX. BUILDING HEIGHT 35 FT.TO RIDGE,25 FT TO FLAT 16.2 FT. +/-TO RIDGE 25.61 FT.TO RIDGE X Q a COVER ON ENTIRE PLANTING BED APPLICATION NUMBER: w D. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND OR APPROVED EQUAL. s Ia- %% % / ' / SPECIFIED SOIL MIXTURE FIRMLY MATERIAL REMOVED WHEN "BULGES"DEVELOP IN SILT PREFABRICATED UNIT:GEOFAB, ENVIROFENCE,OR NUMBER OF STORIES 2-1/2 STORIES 1 :STORY 1-1/2 STORIES X v) - % /% /j/% %% COMPACTED TO ELIMINATE AIR APPROVED EQUAL z I- / ' ' / %% • POCKETS AND PREVENT REVIEWED BY: BJ,RA L V) FENCE. *NOTE*ANY CHANGES TO THE APPROVED PLANS MAY IMPACT THE ABOVE CALCULATIONS. CONTRACTOR SHOULD NOTIFY THE ARCHITECT co J !III-I / %%/j%/� SETTLEMENT L PRIOR TO MAKING ANY CHANGES TO THE APPROVED PLANS TO DISCUSS IMPLICATIONS OF FIELD ADJUSTMENTS. III-III PLANTING APPLICABLE) Rro ROJECT NO. : 24111 SHEET NUMBER REMOVE NURSERY POT PRIOR P w ! > . LL -J -III-III / // // / // // %/ G(IF COMPACTED SUBGRADE IIIIIIIIII-III III III III III III START DATE. 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com 516.242.5272 www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 B B © americana architect, p.c. 3-01 PROPOSED PRIVACY SLATS CONTRACTOR TO INSTALL WOO7SLAT\S \\,,, TO MATCH"NAKAMOTO FOREST i BEAM 3-02GENDAI-WEATHERING STAIN SI ' ' 20'-7"INSTALLED AS PER MANUFACTURo 1„ ,SPECIFICATIONS.CONTRACTOR .` r 2 52 0 /J DISCUSS FINISH STAIN/OIL WITH OWNER o o - o \ f C OS N OS QOS N BEAM 3-01 if ! `a i I I PROPOSED DRAIN ;L � l.: k :�• 00 ! 5 5- N OUTDOOR SHOWER,TOILET,AND SIINK 2- - 2 m c W ARE TO DRAIN TO APPROVED SUFFOLK COUNTY HEALTH DEPARTMENT SEPTIC SYSTEM BEAM 3-04 h �� Cn 11= R20 BOTT '��•0 I OOP ; D ^--, BEAM 3-03 D V - - LU 7�j OS�3. 3-01 PROPOSED BUMP-OUT Q AZEK TRIM TO BE INSTALLED AS PER 14'-6" 14'-6" MANUFACTURER'S SPECIFICATIONS;: FASCIA, BARGE BOARD,SOFFIT, V SHADOW BOARD Q E E Proposed First Floor Plan Framing : 4" = 1 '-011 Proposed First Floor Plan Finish , i" _ '— F p . 4 1 0 F # REVISION DATE G NEW FOUNDATION WALL (TYPICAL) G NEW 10" POURED CONCRETE FOUNDATION WALL WITH #5 REBAR AT 24"ON CENTER VERTICAL AND HORIZONTAL EACH WAY. FOUNDATION WALL ATOP A NEW 26"WIDE X 10"DEEP POURED CONCRETE FOOTING, WITH THREE#5 REBAR CONTINUOUS IN LONG DIRECTION AND #5 REBAR AT 12" ON CENTER IN SHORT DIRECTION 29'-0" THROUGHOUT ENTIRE FOOTING. FOOTING 11_01, 1'-0" TO HAVE KEYWAY FORMED AT POURING 27'-0" TO RECEIVE FOUNDATION WALL. - - - --- _0 ______ _ _--- ___.__- -.-- H H CONTRACTOR TO INSTALL 5/8"STEEL - ; ANCHOR BOLT AT 48 ON CENTER (12" A• ..:•• � • MAX. FROM CORNERS) '' ' '• FOUNDATION WALL TO HAVE SHELF TO °�4 +.•S: LU w O � � ��R ARC,RECEIVE SLAB. "� N �:; � F- U w U ED A 1b" 'i lo" 10 o < _ oQ � �5 W. ,royyip. DROPPED FOUNDATION I ; � � { x Ud Q O FOUNDATION WALL TO DROP NEW POURED CONCRETE FLOOR SLAB _ l 1 FOUNDATION WALL AND SLAB IN THIS `~ OT CONTRACTOR TO POUR NEW 4" � ''•' o DOUBLE 1 3/4"X 16"2.0E MICROLLAM LVL BEARING RIDGE AREA TO GRADE TO ALLOW FOR :,���; : . s CONCRETE SLAB ON GRADE WITH 6X6- OUTDOOR SHOWER AREA 10/10 WELDED WIRE FRAME ATOP 12"OF j f �q2, 044866 y0 J MACHINE COMPACTED GRAVEL (12" LIFTS) •' p N J F pF NE`N WITH 6 MIL VAPOR BARRIER. ;'; O Q LU Up O H O w O CONTRACTOR TO PROVIDE EXPANSION ';,; ¢ _ O Q WATERPROOFING i CONTROL JOINTS AS REQUIRED. '`` O o_ - OCie `O O o_ B R IA N J O H N S EXTERIOR FOUNDATION WALLS THAT -=� ' RETAIN EARTH SHALL BE WATERPROOFED ----�--o ------- N xCO N ° x @� — -- -- ---- - ----- - - - - : .: - FROM THE TOP OF THE FOOTING TO ? N REGISTERED ARCHITECT FINISH GRADE. TYPICAL OF ALL NEW 1k , ..,.•• f ,:'. ::. • ' • v'• `•r •,• :.,': . o FOUNDATION WALLS -o IOANNOU RESIDENCE CORNER HOLDDOWN (HD) le 27'-0" CONTRACTOR TO INSTALL"SIMPSON.HDUS OR 1 -0 1'-0" SIMPSON PHD6'OR EQUIVALENT AS PER 29'-0„ ADDITION & INTERIOR ALTERATIONS K MANUFACTURER'S SPECIFICATIONS AT ALL CORNERS OF NEW CONSTRUCTION, WHETHER K SHOWN IN DRAWINGS OR NOT PAGE CONTENTS: Pool House Plans APPLICATION NUMBER: L L REVIEWED BY: BJ,RA PROJECT NO. : 241 1 1 SHEET NUMBER - Proposed Foundation Plan : 4" = 1 '-0" Pro osed Roof Plan • �11 = 1 '— 11 p • 4 0 START DATE: 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED P _ I 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 PROPOSED ROOF ASSEMBLY CONTRACTOR TO COORDINATE ST YLE TYLE AND FINISH OF METAL WITH OWNER AND INFORM ARCHITECT PRIOR TO INSTALLATION. A CONTRACTOR SHALL INSTALL ROOFING AS A PER MANUFACTURER'S SPECIFICATIONS Brian Johnson, Lead Architect Brian@AmericanaArchitects.com TOP OF RIDGE - --- 516.242.5272 www.AmericanaArchitects.com TOP OF BEAM � O B 8 P BOX #5 Bethpage, NY 11714 f i f 4i TOP OF BEAM B - 3 I , B , architect,americana p .c. , P i TOP OF PLATE _ HEAD HEIGHT , - - -- • I i i I I r 1 i i t *NOTE TO FRAMER/CONTRACTOR* PROPOSED SIDING REGARDLESS OF ROOF PITCH OR DIMENSIONS SHOWN,THE ACTUAL HEIGHT OF THE HIGHEST ROOF RIDGE SHALL NOT EXCEED SHOU SUGI BEAN SIDING BY THE MAXIMUM ALLOWABLE HEIGHT ESTABLISHED BY THE TOWN OF SOUTHOLD REQUIREMENTS AND AS NOTED ON THE `n "NAKAMOTO FORESTRY-GENDAI- 's I : ..,... ....... i DRAWINGS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES TO MAXIMUM C MU HEIGHT ................:. I ; ! EXISTS.THIE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD MEASUREMENTS REGARDING THESE HEIGHTS. o EO INSTALLED AS NS.COR MANTRACTOR OS NUFACTURER ��WEATHERING SSILVER" SPECIFICATIO DISCUSS FINISIH STAIN/OIL WITH ! C OWNER F { 3-01 € - - - -' -.. -- - -- -- —TOP OF RIDGE-.-.. C j i o �° pROp 12 E ( 2k8RQ5 TOP-OF-CONNCRETE- - --- FOUNDATION- - ! I I f ! �9FTFR - - -- -- - -- - --- A'p S 12 S `�y�OA TOP OF BEAM PROPERTY GRADE PROPOSED ROOF ASSEMBLY 12 Q� o�s�OG _ CONTRACTOR SHALL INSTALL METAL ROOFING PROPOSED BUMP-OUT O w tiF �h OVER 3/4"'PLYWOOD ROOF SHEATHING AS PER , 12 N AZEK TRIM TO BE INSTALLED AS PER �l• '� MANUFACTURER'S SPECIFICATIONS: _ R:MANUFACTURER'S SPECIFICATIONS. REFER TO ROOF OQ•+ _. _-._-. __._ TOP OF.BEAM PLAN FO ADDITIONAL DETAILS FASCIA, BARGE BOARD,SOFFIT, Q 2 00 SHADOW BOARD - - - - - - ---- - -- ---- - .. --- - -- - - - --- - - ----- --- �.. TOP_OF_PLATE Cn PROPOSEID WINDOW North : � " — 1 '-0" CONTRACTOR SHALL INSTALL ALL `;� O - _ _ _ HEAD HEIGHT D WINDOWS AS PER MANUFACTURER'S OJ q° D V SPECIFICATIONS 0��5;��5 Uj PROPOSED ROOF ASSEMBLY LO �- CONTRACTORTO COORDINATE STYLE AND PROPOSED WALL CONSTRUCTION FINISH OF METIAL WITH OWNER AND INFORM ::. 2X6 STUD'WALL Q 16"O.C. °1 CO- ARCHITECT PRIOR TO INSTALLATION. 1 ^ CO °' o V •::.:•::�••:::•::::.:::::::•::::•::;•:::::•:�:�:::•::•::�:::•:;•::::::;�:::�::::::::•::•:�:•::::::•::::::::::::•:::::::. "PLYWOOD SHEATHING CONTRACTOR SHALL INSTALL ROOFING AS """`„""'"" < ' "„": ::""' ""'' "" 1 !r PER MANUFACTURER'S SPECIFICATIONS TYVEK HOUSE WRAP SIDING TO MATCH MAIN HOUSE TOP,OF RIDGE PROPERTIY GRADE E f CONCRETE FOUNDATIO E TOP OF i I 3 (t , I + , SEE FOUNDATION TOP OF BEAM ; J ./ PROPERTY GRADE I PROP.SLAB, - - - --- --- --- i I f f ! � � � PLAN FOR DETAILS NEW FOUNDATION WALL (TYPICAL) CV , tl t TOP OF BEAM NEW 10" POURED CONCRETE FOUNDATION - -- - - -- - - - , #5 REBAR AT 24"ON CENTER i ; � i f ' i � • � � � , WALL WITH-i ° - - • - `` . 00 f VERTICAL AND HORIZONTAL EACH WAY. TOP OF PLATE FOUNDATIION WALL T A NEW ATOP N 26"WIDE , , /-,,,, ,,/, 'ice' �, / X 10"DEEP POURED CONCRETE FOOTING ` HEAD HEIGHIT WITH THREE #5 REBAR CONTINUOUS IN I LONG DIRECTION AND #5 REBAR AT 12" I ON CENTER IN SHORT DIRECTION FTHROUGHOUT ENTIRE I I TO HAVE KEYWAY FORMED IAT POURING NG. FOOTING F ! TO RECEIVE FOUNDATION WALL. �J CONTRACTOR TO INSTALL 5/8"STEEL 0 0� co i ANCHOR BOLT AT 48"ON CENTER (12" I i t # REVISION i I MAX. FROM CORNERS) DATE FOUNDATION WALL TO HAVE SHELF TO , RECEIVE S LAB. TOP OF CONCRETE,FOUNDATION : I , I ' , 1 ' i ' i , PROPERTY GRADE G PROPOSED BUMP-OUT G AZEK TRIM TO, BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS: FASCIA, BARGE BOARD,SOFFIT, SHADOW BOARD '� — 1 � Ord Section : I " South : '-- - - = 1 '-0" 4 H H PROPOSED ROOF ASSEMBLY ... :::•::;•:....... PROPOSED ROOF ASSEMBLY .•• CONTRACTOR T COORDINATE STYLE AND `... :...... ::::::::::::::::::. ... CONTRACTOR R TO COORDINATE STYLE AND :::::::::::::::::.... :::..... CON O COO C O .....:...:•:•::......................:::::...... ........... FINISH OF METAL WITH OWNER AND INFORM ••• •� �:•�••::�•••:::•:•� •�••••� ••• • FINISH OF METAL WITH OWNER AND INFORM •••• •��"•���'�'� ��������•••��:•:::��••::'•���:��` • •� �` ,��P. ION. CONTIRACTORARCHIITECT OSHALO INSTALLATION. ARCHITECT L INSTALL ROOFING AS CONTRACTORIOSHALOL INSTALL ROOFING AS CABANA/POOL HOUSE �-SP�w' UOh�4,���� A ONE-STORY,GROUND-LEVEL DETACHED ACCESSORY STRUCTURE OR A GROUND-LEVEL PER MANUFACTURER'S SPECIFICATIONS PER MANUFACTURER'S SPECIFICATIONS PORTION OF AN EXISTING ONE-STORY ACCESSORY STRUCTURE, LOCATED ADJACENT TO TOP OF: RIDGE TOP_OF-RIDGE _. AND USED IN CONJUNCTION WITH AN INGROUND SWIMMING POOL. --- -- - -- ----- - ADDED 6-4-2019 BY L.L. NO. 7-20191 (1) CABANA/POOL HOUSE DESIGN REQUIREMENTS: (a). A CABANA/POOL HOUSE OR ANY PORTION OF AN ACCESSORY STRUCTURE DEDICATED S� 044866 Q J TOP OF*BEAM TOP OF BEAM TO SUCH USE SHALL NOT EXCEED 350 SQUARE FEET OF GROSS FLOOR AREA. qTF OF NE`N 4 _._ f (b.) A CABANA/POOL HOUSE SHALL NOT CONTAIN MORE THAN ONE ROOM OTHER THAN A w I w BATHROOM. i c. ACABANA/POOL H H OUSE SHALL NOT BE HEATED, NOR HALL ANY POOL N N I ( ) O S 00 BRIAN JOHNS TOP OF: BEAM TOP OF BEAM ! I HOUSE/CABANA CONTAIN A KITCHEN OR BE DESIGNED, EQUIPPED OR USED FOR COOKING I OR SLEEPING PURPOSES.A REFRIGERATOR NO GREATER THAN FIVE CUBIC FEET IN CAPACITY REGISTERED ARCHITECT � I 3-03 i IS PERMITTED. TOP OF: PLATE _ _ TOP OF PLATE _-_ I (d.) INTERIOR PLUMBING FIXTURES SHALL BE LIMITED TO A SINK PLUS ONE BATHROOM HEAD HEIGHT ,,__, _HEAD HEIGHT,__._ CONTAINING A TOILET AND SINK. _ _.-.. - --- -- - --- - (e.) CABANA/POOL HOUSES SHALL NOT CONTAIN INDOOR SHOWERS.OUTDOOR SHOWERS I OA N N O U RESIDENCE j I ARE PERMITTED. PROPOSED SIDING - PROPOSED SIDING (f.) ALL PLUMBING FIXTURES SHALL DRAIN TO A SUFFOLK COUNTY HEALTH DEPARTMENT SHOU SUGI BAN SIDING BY C' SHOO SUGI BAN SIDING BY ; APPROVED SANITARY SYSTEM IN A CONFORMING LOCATION. ADDITION & INTERIOR ALTERATIONS zo K _ "NAKAIMOTO FORESTRY-GENDAI— "NAKAMOTO FORESTRY-GENDAI— (g.) A BUILDING PERMIT FOR A CABANA/POOL HOUSE SHALL NOT BE ISSUED UNLESS:THERE IS K -�� WEATHIERING STAIN SILVER" �.� o, `�� WEATHERING STAIN SILVER" AN EXISTING INGROUND POOL WITH A VALID CERTIFICATE OF OCCUPANCY;A BUILDING c? b` � i 0 0 00 INSTALLLED AS PER MANUFACTURER'S o o, oo INSTALLED AS PER MANUFACTURER'S ! { PERMIT,THAT IS STILL VALID, HAS PREVIOUSLY BEEN ISSUED FOR AN INGROUND POOL, OR THE SPECIFIICATIONS. CONTRACTOR TO SPECIFICATIONS.CONTRACTOR TO ' BUILDING PERMIT FOR THE CABANA/POOL HOUSE IS BEING ISSUED SIMULTANEOUSLY WITH PAGE CONTENTS: DISCUSS FINISH STAIN/OIL WITH I C. �; DISCUSS FINISH STAIN/OIL WITH 1' THE ISSUANCE OF A BUILDING PERMIT FOR AN INGROUND POOL.NO CERTIFICATE OF OWNEIR ! OWNER OCCUPANCY FOR A CABANA/POOL HOUSE SHALL BE ISSUED UNLESS THERE IS AN EXISTING { INGROUND POOL WITH A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF OCCUPANCY Pool House Elevations TOP Off CONCRETE FOUNDATION TOP OF CONCRETE FOUNDATION 1 j FOR AN INGROUND POOL IS BEING ISSUED AT THE SAME TIME AS A CERTIFICATE OF __ _ _.- -.-- .___. __._ _ __ �_ __ _.___ -__ -___..__ ____.. ___.__ _-_._ �_. _ OCCUPANCY FOR A CABANA/POOL HOUSE. -OrPROPERTY GRADE PROPERTY GRADE APPLICATION NUMBER: PROPOSED BUMP-OUT PROPOSED PRIVACY SLATS L AZEK TRIM TO BE INSTALLED AS PER CONTRACTOR TO INSTALL WOOD SLATS L REVIEWED BY: BJ,RA MANUIFACTURER'S SPECIFICATIONS: i _._ _ TO MATCH"NAKAMOTO FORESTRY- __- FASCW, BARGE BOARD,SOFFIT, GENDAI-WEATHERING STAIN SILVER" V L v - SHADOW BOARD INSTALLED AS PER MANUFACTURER'S _ PROJECT NO. : 24111 SHEET NUMBER SPECIFICATIONS.CONTRACTOR TO 1 DISCUSS FINISH STAIN/OIL WITH OWNER START DATE: West: -" = 1 '-0" East: -" = 1 '-0' P -2 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED Ql 02 03 04 05 06 07 -708 04 10 11 12 13 14 15 NEW YORK STATE RESIDENTIAL CODE 2020 - SWIMMING POOL, SPAS, AND HOT TUB REQUIREMENTSI: SECTION R326 SECTION R326 CONTINUED A SWIMMING POOLS,SPAS AND HOT TUBS SECTION R326 A SWIMMING P(34LS, SPAS AND HOT TUBS Brian Johnson, Lead Architect [NY] R326.1 General.The provisions of this section shall control the design and construction as well as substantial BrIanGAmerlcanaArchltectS.com nnodification of swimming pools,spas and hot tubs installed in or on the lot of dwellings regulated under this code. R326.4.2.4 Widely spaced horizontal members. Where the barrier is composed of horizontal and Detached one and two-family dwellings classified as Group R-3 are constructed under the Building Code of New York vertical members and the distance between the tops of the horizontal members is 45 inches (1143 mm) or 51 6.242.5272 State. more,spacing between vertical members shall be not greater than 4 inches (102 mm). Where there are www.AmerlcanaArchltectS.com Exception: Communal pools for the shared use of multiple townhouse units shall be regulated by the Building decorative cutouts within vertical members,spacing within the cutouts shall be not greater than 13/4 Inches (44 mm) in Code of New York State. width. PO BOX #58 Bethpage, NY 11714 [MY] R326.1.1 Compliance with other sections. Swimming pools,spas and hot tubs shall comply with this Y"��� R326.4.2.5 Chain link dimensions.Maximum mesh size for chain link fences shall be a 21/4 Inchr s ection and other applicable sections of this code.The requirements of this section and of the other applicable (57mm) square,unless the fence has vertical slats fastened at the top or the bottom which reduce the openings s ection of this code shall be in addition to, and not in replacement of or substitution for, the requirements of other to not more than 13/4 inches (44 mm). B applicable federal,state and local laws and regulations,including,but not nec ess arily lim ited to the requirements of B Q a mericana architect, p.c. Section 6003 (Federal swimming pool and spa drain cover standard) of Title 15 of the United States Code (CPSC 15 R326.4.2.6 Diagonal members. Where the barrier is composed of diagonal members, the maximum LUSC 8003),where applicable. opening formed by the diagonal members shall not be greater than 13/4 inches (44 mm). R326.4.2.7 Gates.Gates shall comply with the requirements of Sections R326.4.2.11 through R326.4.2.6, and with the ` [INY] R326.2 Definffions. For the purpose of these requirements, the terms used shall be defined as follows and as set pY q g fcorth in Chapter 2. following requirements: R326.4.2.7.1 Self-closing and opening configuration.All gates shall be se In addition, if the ate is a pedestrian BARRIER,PERMANENT. A fence, the walls of a permanent structure, any otherstructure or combination g g• g p thereof which completely surrounds the swimming pool and sufficiently access gate, the gate shall open outward, awayfrom the pool. obstructs access to the swimming pool. s ' R326.4.2.7.2 Latching.All gates shall be self-latching,with the latch handle located within the enclosure (i.e., on the pool BARRIER,TEMPORARY. An approved temporary fence, permanent fence, the walls of a permanent structure, side of the enclosure) and at least 40 inches (1016 mm) above grade.In addition,if the latch handle is located less than any other structure, or any combination thereof that sufficiently prevents access to the swimming pool by any 54 inches (1372 mm)from grade, the latch handle shall be located at least 3 inc hes (76 mm) below the top of the gate, G person not engaged in the installation or construction of the swimming and neither the gate nor the barrier shall have anyopening greater than 0.5 inch(12.7 mm)within 18 inches (457 mm) of i C pool during its installation or construction. the latch handle. j. HOTTUB. See "Spa." R326.4.2.7.3 Locking.All gates shall be securely locked with a key, combination or other child-proof lock sufficient to , prevent access to the swimming pool through such gate when the swimming pool is not in use or supervised. RESIDENTIAL.That which is situated on the premises of dwellings regulated under this code, and detached dwellings classified as R-3 and constructed under the Building Code of New York State. R326.4.2.8 Dwelling wall as barrier.A wall or walls of a dwelling may serve as part of the barrier, provided that the wall or walls meet the applicable barrier requirements of Secti(ons R326.4.2.1 through SPA. A portable or non-portable structure intended for recreational or therapeutic bathing, in which all controls, R326.4.2.6, and one of the following conditions shall be met: water heatin and water-circulatin e ui ment are an inte ral art of the roduct.S as are shallow in de th g g G p g p p p P �• and are not designed forswimming or diving. 1.) a.) Doors with direct access to the pool through that wall shall be equip�pedwith an alarm that produces an audible warning when the door and/or its screen, if present, are opened.The alarm shall be listed in f SUBSTANTIAL DAMAGE. For the purpose of determining compliance with the pool alarm provisions of this accordance with UL 2017.The audible alarm shall activate within 7 s,econds and sound continuouslyfor a D [� section, damage of any origin sustained by a swimming pool,whereby the cost of restoring the swimming pool minimum of 30 seconds after the door and/or its screen, if present,arre opened and are capable of being W heard throughout the house during normal household activities.The oalarm shall automatically reset under all 1" to its before-damaged condition would equal ar exceed 50 percent of the market value of the swimming pool 9 g Y =. conditions.The alarms system shall beequipped with a manual means,such as touch ad or switch, to before the damage occurred. Ysp a,. temporarily deactivate the alarm for a single opening. Deactivation shall last for not more than 15 seconds; SUBSTANTIAL MODIFICATION. For the purpose of determining compliance with the pool alarm provisions and of this section, any repair, alteration, addition or improvement of a swimming pool, the cost of which equals or b.) Operable windows in the wall or walls used as a barrier shall have a katching device located no less than 48 exceeds 50 percent of the market value of the swimming pool before the improvement or repair is started. If a inches above the floor. Openings In operable windows shall not allover a 4-inch- diameter (102 mm) sphere to : swimming pool has sustained substantial damage, any repairs are considered substantial modification pass through the opening when the window is in its largest opened position; regardless of the actual repair work performed. and c.) Where the dwelling is wholly contained within the pool barrier or encllosure, alarms shall be provided at every SUCTION OUTLET. A fitting,fitting assembly, cover/grate,sump, and related components that provide a doorwith direct access to the pool; or localized low-pressure area for the transfer of water from a swimming pool. 2.) Other approved means of protection,such as self-closing with self-latching devices,so long as the degree of E protection afforded Is not less than the protection afforded by Item 11 described above. E SWIMMING POOL. A ny s tructure, basin, chamber or tank which is intended for swim ming, diving, recreational bathing or wading and which contains,is designed to contain, or Is capable of containing water more than 24 R326.4.2.8.1 Alarm deactivation switch location. Where an alarm Is provided,the deactivation switch shall be inches (610 mm) deep at anypoint.This includes in-ground, above-ground and on-ground pools, indoor pools, hot located 54 inches (1372 mm) or more above the threshold of the door. In dwellings required to be Accessible units, tubs,spas, and wading pools. Type A units, or Type B units, the deactivation switch shall be located 48 inches (1219 mm) above the threshold of the door. SWIMMING POOL, INDOOR.A swimming pool which is totally contained within a structure and surrounded on all four sides by the walls of the enclosing structure. R326.4.2.9 Pool structure as barrier. Where an above-ground pool structure Is used as a barrier, or where the barrier is mounted on top of the pool structure, the structure shall be designed and constructed in compliance with SWIMMING POOL,OUTDOOR. Anyswimming pool which is not an indoor pool. ANSI/APSP/ICC 4 and meet the applicable barrier requirements of Sections 326.4.2.1 through R326.4.2.8. Where the means of access is a ladder or steps, one of the following conditions shall be met: [INY] R326.3 Compliance with other standards. 1.)The ladder or steps shall be capable of being secured, locked or rremoved to prevent access. When the F ladder orsteps are secured, locked or removed, anyopening created shall not allow the passage of a 4- F R326.3.1 In-ground pools. In-ground pools shall be designed and constructed in conformance with Inch-diameter (102 mm) sphere; or ANSI/APSP/ICC 5 (American National Standard for Residential In ground Swimming Pools,2011). 2.) The ladder or steps shall be surrounded by a barrier which meets ithe requirements of Sections R326.4.2.1 through R326.4.2.8. R326.3.2 Above-ground and on-ground pools.Above-ground and on-ground pools shall be designed and constructed in conformance with A NS I/A PSP/IC C 4 (American National Standard for Above-ground/On-ground R326.4.3 Indoor swimming pool. Walls surrounding an indoor swimming pool shall comply with Section R326.4.2.8. # REVISION DATE Residential Swimming Pools,2012). R326.4.4 Prohibited locations. Barriers shall be located so as to prohibit permanent structures, equipment or similar objects R326.3.3 Permanently installed spas and hot tubs.Permanently installed spas and hot tubs shall be from being used to climb the barrier. designed and constructed in conformance with ANSI/APSP/ICC 3 (American National Standard for Permanently Installed Residential Spas and Swim Spas,2014). R326.5 Entrapment protection for swimming pool and spa suction outlets.Suction outlets shall be designed to produce circulation throughout the pool or spa.Single-outlet systems,such as automatic vacuum cleaner systems, or R326.3.4 Portable spas and hat tubs. Portable spas and hot tubs shall be designed and constructed in multiple suction outlets,whether isolated byvafves or otherwise,shall be protected against user entrapment. ADDITIONAL NOTES conformance with ANSI/APSPPCC 6 (American National Standard for Residential Portable Spas and Swim Spas, R326.5.1 Compliance.Suction outlets shall be designed and installed in acgcordance with the requirements of is G 2013). CPSC 15 USC 6003 and ANSI/APSP/ICC 7,where applicable. ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH BOTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE ]'NY] R326.4 Barriers, application.The provisions of this section shall control the design of barriers for swimming R326.6 Suction outlets.Suction outlets shall be designed to produce circulation throughout the pool or spa. AND LOCALZONING REQUIREMENTS pools,spas and hot tubs.These design controls are intended to provide protection against potential drowning and near Single-outlet systems,such as automatic vacuum cleaner systems, or multiple suction outlets,whether isolated byvalves drowning bysufficiently preventing access to swimming pools,spas and hot tubs by persons outside the property, or otherwise,shall be protected against user entrapment. `" THE ENERGY CONSUMPTION OF POOLS AND PERMANENT SPAS SHALL BE IN ACCORDANCE WITH SECTIONS N 1103.10.1 persons within the dwelling, and persons in other parts of the property not contained within the pool enclosure. R326.6.1 Compliance alternative.Suction outlets maybe designed and installed in accordance with ANSI/ THROUGH N1103.10.3 APSPACC 7. ,a- R326.4.1 Temporary barriers.An outdoor swimming pool shall be surrounded by a temporary barrier THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A READILY ACCESSIBLE ON-OFF SWITCH THAT IS AN INTEGRAL during installation or construction that shall remain in place until a permanent barrier in compliance with Section R326.6.2 Suction fittings.Pool and spa suction outlets shall have a cover that coniforms to ANSI/ASME A 112.19.8,or an 18 PART OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR EXTERNAL TO AND WITHIN 3 FEET (914MM) OF THE R326.4.2 is provided. inch by23 inch (457 mm by584 mm) drain grate or larger,or an approved channel drain system. HEATER. OPERATION OF SUCH SWITCH SHALL NOT CHANGE THESETTING OF THE THERMOSTAT. SUCH SWITCHES SHALL BE IN Exception:Surface skimmers. ADDITION TO THE CIRCUIT BREAKER FOR THE POWER TO THE HEATER. y H Exceptions: I H 1.Above-ground or on-ground pools where the pool structure constitutes a barrier in compliance with R326.6.3 Atmospheric vacuum relief system required. Pool and spa single or multiipie-outlet circulation #. TIME SWITCHES OR OTHER CONTROL METHODS THAT CAN AUTOMATICALLY TURN OFF AND ON ACCORDING TO A PRESET Section R326.4.2.9. systems shall be equipped with atmospheric vacuum relief should grate covers Irocated therein become missing or :•! SCHEDULE SHALL BE INSTALLED FOR HEATERS AND PUMP MOTORS. 2.Spas or hot tubs with a safety cover which complies with ASTM F1346, provided that such safety cover broken.This vacuum relief system shall include at least one approved or engineered method of the type specified ' ; is in place during the period of installation or construction of such hot tub or spa.The temporary removal herein, as follows: �. OUTDOOR HEATED POOLS AND OUTDOOR PERMANENT SPAS SHALL BE PROVIDED WITH A VAPOR-RETARDANT COVER OR ,� D F+, of asafety cover as required to facilitate the installation or construction of a hot tub of a hot tub or spa 1.) Safetyvacuum release system conforming to ASME Al 12.19.17; or ' OTHER APPROVED VAPOR-RETARDANT MEANS. W, dp1� during periods when at least one person engaged in the installation or construction Is presents 2.) An approved gravity drainage system. J permitted. : r:. "} ' R326.6.4 Dual drain separation.Single or multiple pump circulation systems have aminimum of two suction outlets of the i R326.4.1.1 Height.The top of the temporary barriershall be at least 48 inches (1219 mm) above grade approved type.A minimum horizontal orvertical distance of 3 feet (914 mm) shall separate the outlets.These suction measured on the side of the barrier which faces away from the swimming pool. outlets shall be piped so that water is drawn through them simultaneously througih a vacuum relief- protected line to the EXCAVATION NOTES pump or pumps. R326.4.1.2 Replacement bya permanent barrier.A temporary barriershall be replaced by a u THE CONTRACTOR SHALL EXCAVATE ALL MATERIALS WITHIN THE LIMITS OF THE WORK AREA SPECIFIED, INCLUDING � D4486� J complying permanent barrier within either of the following periods: R326.6.5 Pool cleaner fittings.Where provided,vacuum or pressure cleaner fittings) shall be located in an accessible �.fi MATERIALS THAT MAY COMPROMISE THE INTEGRITY OF THE SURROUNDING SOIL. J .S�OF N 1.90 days of the date of issuance of the Building Permit for the installation or construction of the position(s) at least 6 inches (152 mm) and not more than 12 inches (305 mm) belcow the minimum operational water level swimming pool; or or as an attachment to the skimmer(s). ;,,.�, THE CONTRACTOR SHALL COORDINATE ALL EXCAVATION IN A SEQUENCE THAT WILL PROVIDE PROPER SITE DRAINAGE AT B R IAN JOHNS 2.90 days of the date of commencement of the installation or construction of the swimming pool. ALL TIMES AND NOT CREATE UNDUE RUN-OFF CONDITIONS. R326.7 Swimming pool and spa alarms, applicability,A swimming pool orspa ins tidled, constructed or substantially REGISTERED ARCHITECT R326.4.1.2.1 Replacement extension.Subject to the approval of the building official, the time modified after December 14,2006,shall be equipped with an approved pool alarm. Pool alarms shall complywith ASTM % THE CONTRACTOR SHALL SHORE AND BRACE EXCAVATED AREAS AS REQUIRED TO COMPLETE PROJECT. period for completion of the permanent barrier may be extended for good cause, including, but not F2208 (Standard Specification for Pool Alarms), and shall be installed, used and rmaintained in accordance with the manufacturer's instructions and this section. ;;� THE CONTRACTOR SHALL TAKE GREAT CARE IN EXCAVATION OF FOOTINGS AND FOUNDATIONS NOT TO DISTURB THE limited to, adverse weather conditions delaying construction. BOTTOM OF THE EXCAVATION. CONTACT ARCHITECT IF BOTTOM IS DISTURBED BEFORE PROCEEDING. Exceptions: b; R326.4.2 Permanent barriers.Swimming pools shall be completely enclosed by a permanent barrier complying with 1.)A hot tub or spa equipped with a safety cover which complies witthASTM F1346. (. IQA N N o U RESIDENCE °4 THE CONTRACTOR SHALL EXCAVATE TO THE DEPTH NOTED IN THE PLANS. IN THE EVENT THAT UPON EXCAVATING THE SOIL Sections R326.4.2.1 through R326.4.2.6. - 2.) A swimming pool (other than a hot tub or spa) equipped with an automatic power safety cover which AT THE BOTTOM OF THE EXCAVATION IS NOT ADEQUATE FOR BEARING,THE CONTRACTORSHALL CONTACT THEARCHITECT ADDITION & INTERIOR ALTERATIONS complies with ASTM F1346. IMMEDIATELY BEFORE PROCEEDING. K R326.4.2.1 Barrier height and clearances.The top of the barrier shall be no less than48 inches (1219 mm) K above grade measured on the side of the barrier that faces away from the swimming pool.The vertical R326.7.1 Multiple alarms.A pool alarm must be capable of detecting entry into tthe water at any point on the surface of clearance between grade and the bottom of the barriershall not be greater than 2 inches (51 mm) the swimming pool. If necessary to provide detection capabilityat every point ointhe surface of the swimming pool, more " THE BOTTOM OF THE FOOTINGS SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO POURING measured on the side of the barrier that faces away from the swimming pool. Where the top of the pool than one pool alarm shall be provided. ' w -a PAGE CONTENTS: structure is above grade, the barrier may be at ground level,or mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure, the barriershall comply with Sections R326.4.2.2 and R326.7.2 Alarm activation.Pool alarms shall activate upon detecting entry Into the water and shall sound poolside and ].'• •` R326.4.2.3. inside the dwelling. � - - PRIOR To ANY EXCAVATION, THE Pool Notes R326.4.2.2 Solid barrier surfaces.Solid barriers which do not have openings shall not contain R326.7.3 Prohibited alarms.The use of personal immersion alarms shall not be construed as compliance with this section. "p + indentations or protrusions except for normal construction tolerances and tooled masonry joints. t. y CONTRACTOR SHALL CONTACT r . APPLICATION NUMBER: R326.4.2.3 Closely spaced horizontal members. Where the barrier is composed of horizontal andg4. '' S 1 1 IN ACCORDANCE WITH vertical members and the distance between the tops of the horizontal members is less than 45 inches r REVIEWED BY: BJ,RA L (1143 mm) the horizontal members shall be located on the swimming pool side of the fence.Spacing ;; , NYCRR PART 753 - PROTECTION L betweenvertical members shall not exceed 13/4 inches (44 mm) in width. Where there are decorative cutouts • ' ' H within vertical members,spacing within the cutouts shall be not greater than 13/4 inches (44 mm) in width. F UNDERGROUND FACILITIES PROJECT NO. :24111 SHEET NUMBER A • yr' _F .: mew� ,•.�. .,.,.. -- ..xr_x.,v:sn.. - START DATE:E• , P - 3 01 02 03 04 05 06 07 08 09 1 10 11 12 13 14 15 SCALE AS NOTED