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¢ OSUtF 1 Town of Southold 11/18/2022 P.O.Box 1179 o _ 53095 Main Rd A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43624 Date: 11/18/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 405 Lake Ave., Southold SCTM#: 473889 Sec/Block/Lot: 80.-3-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/1/2021 pursuant to which Building Permit No. 46346 dated 6/4/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: raised masonry patio addition with recessed swimming pool fenced to code and outdoor shower to existing single family dwelling as applied for. The certificate is issued to Sciscente,Michael&Marybeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46346 10/18/2022 PLUMBERS CERTIFICATION DATED 10/17/2022 Watts Au ori ed i nature �r��suFE a�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY 4D 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#: 46346 Date: 6/4/2021 Permission is hereby granted to: Sciscente, Michael 168 Kensington Rd Garden City, NY 11530 To: Construct attached, raised masonry patio with recessed pool within as applied for as per Trustee approval #9823 and with flood permit. *10-1 - E`ND 'Perrraitto include structural modifications as per updated plans provided. At premises located at: 405 Lake Ave., Southold SCTM #473889 Sec/Block/Lot# 80.-3-16 Pursuant to application dated 4/1/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $411.20 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 ELECTRIC $100.00 Building Inspector osoEot � TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • S;OUTHOLD, 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#: 46346 Date: 6/4/2021 Permission is hereby granted to: Sciscente, Michael 168 Kensington Rd Garden City, NY 11530 �. To: Construct attached, raised masonry patio with recessed pool within as applied for as per Trustee approval #9823 and with flood permit. At premises located at: 405 Lake Ave., Southold SCTM # 473889 Sec/Block/Lot# 80.-3-16 Pursuant to application dated 4/1/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $411.20 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $811.20 Building Inspector pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.deviinCD-town.southold.ny.us Southold,NY 11971-0959 olycou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Sciscente Address: 405 Lake Ave city,Southold st: NY zip: 11971 Building Permit#: 46346 section: 80 Block: 3 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: PSR Electric License No: 4802ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Intermatic Pool Panel 8 Circuit/6 Used, Heater 250, Pump 220GFI, 3 Lights 120GFI on 60W Pool Lux Tranny, Salt Gene, Autocover 120GFI Notes: Pool Inspector Signature: Date: October 18, 2022 S.Devlin-Cert Electrical Compliance Form so�Tyol ,moo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 131MI)ING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 14 3 `1 10 Owner: j\A A'g-�2?FTH CT- S C E-AJ 7-E - (Please (Pl`elase print) Plum1�ber•. Y" �I� - (Plea"se print} I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers Signature) Sworn to before me d1lis day of O Notary Public, WO 1 County, ' MADISON MESSINA Notary Public,State of New York No.01 ME6370536 Qualified in Suffolk County Commission Expires February 05,20a OF 50UT # TOWN OF-SOUTHOLDBUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG: [ ] FOUNDATION 2ND = [ ] INSULATIOWCAUL-KING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -�/ ct - t s9 Ij _77 Q = DATE 1 INSPECTOR oFsoyo6 Lt 6 _ � # # TOWN OF SOUTHOLD BUILDING DEPT. y�ou►m '� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ ]' PRE C/O d REMARKS: r:�va-ts'/ C., DATE '` INSPECTOR -3 SOF SOUTy (e.7 # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouN►v��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o a / A1A v ocl Gr Ov m ./ s G e-e- w/ r s a A_. At 02 I' c U 0'� c ¢r�e�. 4` rC ar DATE . Z�i INSPECTOR - • pSO F UTyOIo Lf TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ]- FRAMING /STRAPPING [ FINAL �GQ gohrk[� {�olp [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: h& \Pkh daK &Wrf at/ - � ce4l W� n/ i� ki% n (VM Q JIZOA 4OWtA, C _ Awl , A. DATE INSPECTOR VIIWey souyo� Li ( q o Ll # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION",, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING , [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 'K6 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ (] PRE C/O [ ] RENTAL REMARKS: '�� n-�J �i1`-�o-✓ DATE 10 � �% �`� INSPECTOR OF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] PSULATIOWCA G [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: l DATE � INSPECTOR A_M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build September 29, 2022 RE: Sciscente Residence 405 Lake Ave Southold NY To Whom It May Concern, Based on my inspection at 405 Lake Ave,the deck foundation was completed and installed per the architectural plans and per NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Porti o, RA, LEED AP ., RSD A�':,c�, t `.� P fes. .. a`r0 Q 0 A 0374 01 f•. ATF OF N�`ri I SEP 2 9 2022 -ILD!- ` i t Sciscente Residence 405 Lake Ave Southold Deck Foundation �tk �R I .. N^'wn s a«y rh s� ti• l Installation Guide Model Code: CTL ATHAN' ,'jL behind everypoo/ LATHAM POOL PRODUCTS, INC. D.B.A. Blue Hawaiian Fiberglass Pools: Harmony Trilogy Pools: Ariel Viking Pools: Milan Step 1.PLANNING FOR THE INSTALLATION RECOMMENDED TOOLS 24.A box of 2"screws b.Wire and Hardware(that comply to FED,State, 25.A box of 3"screws and Local codes) 1.Hammer 26.Pipe wrench c.Rebar(42 three foot[3']sticks)or 6"x6"W1.4 x 2.Neon nylon string 2 rolls 27.A 4"handheld grinder(for squaring up the skimmer w1.4 Wire Mesh 3.Yard marking spray paint hole and/or flattening the back side of the shell d.Rebar ties with pig tail 4.Strap kit(four 20'straps,one 33'strap,one 35' for return fittings and lights-is a must-]rave in 6.Pool Equipment strap,four 2"to 3"shackles[U bolts],one large(4") case you accidentally cut through a hook or core a.Pump shackle) location) b.Filter 5.Two 2"ratchet straps 28.Shovels,rakes,picks c.Chlorinator(if required) 6.Laser transit/level 29.Wheelbarrow d.Heater(if required) 7.2"duct tape 30.Bottle jack e.Automation(if required) 8.2-50'ropes 31.Short 2x4's and short 46 boards f.Lighting(with transformer) 9.Sharpie markers 32.Crane g.Handrail and/or ladder with escutcheons(and 10.A roll of paper towels 33.Bobcat concrete anchors) 11.Shop Rags 34.Excavator h.Equipment pad or Portland cement and form 12.Bi-metal Hole saws,2-3/8",1-1/2",3",and 5"with 35.Dump truck boards centering bit 36.Safety fencing 7.Tile Kit 13.Reciprocating saw(Sawzall)or jig saw with extra 37.Hoses(2) a.Waterline tile,step/seat inlays,inlaid mosaic tiles 6"bi metal blades b.Adhesive and grout for tile with scrubber sponges 14.Cordless drill(with multiple batteries charged) CONSUMABLE MATERIALS LIST c.Tile float 15.A drill bit set(with multiple%4"bits) d.Extra tubes of silicon adhesive/sealant 16.Leather Gloves 1.2-4'2x4's 8.%inch washed gravel(for pool base and backfill) 17.Caulk gun.Optional:auto caulk gun 2.1-10'2x4 9.Forms for concrete 18. 1-35'rigid tape measure 3.2-16'2x4's 10.Cantilever deck forms(Stegmier/Mortex)(if 19.1-100'measuring tape 4.Plumbing required) 20.Utility Knife a.PVC Pipe and Fittings(that comply to FED,State, 11.Extra ties for Forms 21.PVC cutters that will cut 2"pipe and Local codes) 12.Wood stakes 22.Phillips head screw driver(#2 to tighten skimmer b.PVC Cleaner and Glue 13.Materials for brick or stone work screws) 5.Electrical 14.Materials for concrete deck 23.Pen and grade work sheet a.Electrical conduit(pipe,elbows,unions) 15.Materials for pavers SITE PREPARATION AND PLANNING In planning for the installation of a new Latham pool,there are many important considerations that must be evaluated in order to achieve a functional,long-lasting and aes- thetic addition to a home.When choosing a location,consider the following: 1.Grade:Pools and decks are normally constructed on level ground.Extreme variations in grade should be resolved before the excavation of the pool begins.A relatively level and flat location is preferred so time and effort are not wasted on radical fluctuations in grade. 2.Excavation Equipment Access and Pool Delivery:Determine the most efficient route for equipment to enter and access the site.Also keep in mind that a well-planned route can save time and money by enabling multiple pieces of equipment to work in unison.For example:Coordinate*the delivery of the pool with the completion of the excava- tion and preparation of the hole.Use of a crane with four(4)20-foot straps is reconnnended for the process of setting the pool shell in the excavated site.However,if a track excavator was used to prepare the site,in some cases it may also be utilized to unload and set the pool.Contact Latham for specific guidelines for setting pools with excavator equipment.Finally,consider the placement of the equipment.If possible,position the pool equipment so the pool shell can be unloaded and placed directly into the excavation without risking damage to the equipment. 3.Underground Utilities:Check with local authorities for the locations of underground water,gas,power and sewer lines. 4.Overhead Power Lines. 5.Local Building Codes:Determine the setbacks from property lines,easements,house footings,etc. 6.Underground Water Conditions. 7.Water Drainage:Water should always drain away from the pool.Failure to keep ground water away from the exterior of the pool may result in damage to the pool that is not covered under warranty. 8.Local Fencing Codes. 9.Location of Pool Equipment. 10.Electrical Run for Pool Equipment. NOTICE: 11.Exposure to sunlight. Failure to read and followspecific instructions 12.Surrounding Foliage. 13.View from Residence. contained in this manual will void your pool warranty. 1 r Step 2. POOL LAYOUT When laying out the pool,note that the dimensions are to the outside edge of the pool beam.Most permit plans are measured to the water's edge.The coping of a Latham fiberglass pool is approximately 4"to 6"on all sides. There is generally a difference of 8"to 12"between the length and width dimensions in the installation guide and those of the permit plans in most cases (see the Latham fiberglass pool specification document for exact inside and outside dimensions for each model). Overall length and width measurements may vary up to 3%.Depending on the customer and the local building inspector,this fact can be a critical consideration. Distances between the water's edge to most property lines, electrical lines, and other structures such as houses, garages,sheds and patios must be exact to plan specifications. Start by laying out the pool template or with a 10'wide by 16'long rectangle with diagonal measurements of 18'-10".Next,lay- out the center point,making sure the center lines are at 90 degrees. Stake each point around the perimeter of the pool as shown in Figure 1. Connect each stake with string.Denote the location of the skimmer with a 2'x2'box outside of the pool layout.Use spray paint to follow the contour of the string.The outline will be the shape of the outside dimensions of the pool shell.Remove the string and stakes,leaving only the outline of the pool.Be sure to mark tanning ledge location,if any. NOTE: Latham Pool Products offers yard templates for each pool model offered.The yard templates are reusable and are the dimensions of the shell.If using a yard template,simply lay the template out in the yard where the pool is to be set and paint a line on the edge of the template. Figure 1 -Excavation Dimensions 16' ------------------------------- t � 10' 1 18'-10" t ® — STAKES Z-----------------� Step 3. ELEVATION Elevation and grade of the pool area are two of the most often overlooked or miscalculated variables in the installation process. While considering all the variables concerning elevation and grade,always remember that you want water to run away from the pool. Before excavation, use the provided Form 1 —INSTALLATION PLANNING GUIDE to calculate all critical measure- ments. Check the four corners of the pool layout with the aid of a transit level or a sight level to determine the highest corner. This corner will be used in planning the elevation of the pool. In a typical installation,the elevation of the pool should be 4-6 inches above the highest point of the existing grade around the pool.However,careful consideration should be given to pool type,size and drainage of the future pool deck, as well as the elevation of the surrounding landscape and existing structures, patios and sidewalks. 2 J� INSTALLATION PLANNING GUIDE Job: Pool:CLT , Dote: Finish Grade • Slope — Top of Concrete of Pool Thickness of Concrete + 3.5' Top of Pool W M WAX FINISH GRADE Shallow End Depth + 48" or 4' DISTANCE TO "FINISHTop of Sand or 1/2" Clean Grovel Shallow End = Ex1STING PATIO Thickness of Sand 1/2" Clean Grovel + 3.5 Top of Dig Shallow End — UNGSIUR9ED 901E 3� - ��SMO OR$' CLEAN GRAVEL •SLOPE=DISTANCE TO POOL X.25(1/4) IF POOL IS INDEPENDENT OF ANY E305TING STRUCTURES OR PATm%FINISH GRADE IS TO BE ] 1/2'SUM EDGE OF POOL DECK { 1 Step 4. EXCAVATION Correct excavation of the pool is very important.A hole that is too small can mean hours of picking and shoveling by hand.A hole that is too large will require extra recommended backfill material,which if not dealt with properly, can result in settling or bulging of the pool. The excavation should be dug very close to the pool size with a minimum disturbance to the unexcavated soil which will support the pool.The clearance is approximately 6"on the sides and 6"on the ends (see Figure 2). Figure 2-Pool Shell Depth Dimensions 16' 8'-511 21_911 4' 44' 4' The depth of the excavation is determined with the use of a transit level and grade pole. The bottom of the excavation is over dug approximately 4". This size pool will require approximately 10 to 15 yards of sand or 1/2"clean gravel for backfill(more may be required if the excavation is significantly over-dug). The excavation should be 10'by 16',with a total depth of approximately 4'-4"from the desired elevation of the pool. It can be helpful to give yourself extra room the first 6" in width and 12" in length of the hole, to get past the coping, and allow space for the skimmer and bottom suction fittings (if any).Also,keep in mind that the wall of our pools are tapered,usually 1"in for every 12"in depth.A place for the skimmer must also be dug in the side of the excavation wall.The skimmer cutout should be 2'by 2'and 3'deep. See Figure 1 for placement.Pools with tanning ledges require the tanning ledge area excavated to the depth stated in Fig. 1 plus 4"for bedding material. Never use excavated material as fill or backfill in the hole; the material will settle. We suggest sand or %" clean gravel compacted thoroughly(a plate tamper is needed for the pool base).The fill material used for the pool base must also be used to backfill around the sides of the pool shell. In the case of significant over excavation on the sides of the pool or in seasonal high water or poor drainage areas,you may want to mix 10%Portland cement with the backfill for stabilization. SKIMMER LID Latham requires that a permanent sump pipe (see Figure 3) be in- AND RING stalled on all pools. A gravity fed"daylight drain" is an acceptable _,I"F alternative to a permanent sump pipe installation. The purpose of Figure 3- �7I"'' Pipe the sump pipe installation(or daylight drain) is to provide a means Sump Pip Installation of checking for groundwater around the pool and allow for dewa- tering the site prior to any work on the pool that requires lowering s"PIPE SAND OR 1/2"WASHED GRAVEL y/ i the water level within the pool shell, thus minimizing potentially 1 high hydrostatic pressure. Latham recommends the installation of a permanent sump pump in areas with a high water table and/or FIBERGLASS significant ground water. Latham suggests digging an 18" x 8' x POOL SHELL FIBER MATTING 18"trench across the deep end of the excavation. Six inches of 1/2" SAND OR 112"WASHED GRAVEL clean gravel should be placed in the bottom of the trench.A section 12" ,�; jj of 3"perforated PVC pipe is placed on the rock base and connected to a vertical stand of 8"PVC pipe running to the surface of the ex- 1,.s" s" cavation. Cover the new sump line with landscaping fabric.The 8" PVC riser pipe should be trimmed with a skimmer ring and lid for 1/2"WASHED GRAVEL 3"PERFORATED PIPE 1/2"WASHED GRAVEL 4 aesthetics and safety.After the connection has been made to the vertical stand of 8"PVC,finish covering the 3"perforated PVC pipe with 1/2"to 1"clean gravel to the bottom of the excavation(see Figure 3).The bottom of the excavation is now ready for approximately 4"of base material. Step 5. PREPARATION OF THE BOTTOM SURFACE OF THE EXCAVATION The preparation of the excavation bottom is critical so the pool will fit properly. Thorough preparation will eliminate settling, stress cracks and a minimum of time will be spent setting the pool. First, install the 2" x 4"master screed rail(s) length wise in the excavation, using wood or metal stakes (See Figure 4). Make sure the diagonal measurement is exact to insure that the bottom is square.Adjust the master screed rail(s) to the appropriate height using a transit level(See Figure 2).Next,install the remaining screed rail(s)parallel to the master screed rail(s)using the offset dimensions as shown in Figure 4 and making sure that they are perfectly level to the Master screed rail(s)to insure that the bottom is square.Next,spread a layer of fill material approximately 4"deep evenly over the bottom of the excavation.Rake the fill material flat to the top of the screed rails(See Figure 3). Compaction of the fill material is generally achieved by screeding it into place,but depths of greater than 4"will require use of a plate tamper.Rake and compact the area several times. Screed the bottom of the excavation,filling any low spots as you go.Remove the screed rails and fill in the voids with fill material,being careful not to disturb the fill. 16' SIX MCM A A 4'SCREED BOARD Z'■4'SCR®R 710' 61-411 10'-6" Figure 4- Screed Rail WASTER SCREED RAM Dimensions NAM NI= PM S.""I 1113f W IM U4 SAND W t/r CLEAN 02AVEL 16' ' FINISH GRADE / r A 4'SCREED RAILS SUMP SYS7FH 47 SCR®BDARD %\ 7'-4'OVER DID O STAN Step 6. SETTING THE POOL Upon arrival/delivery of your pool shell, be sure to inspect the pool for damage that may have occurred during transportation and for conformity to order specifications. The recommended method of setting the pool shell is by making use of a crane or boom truck. A track-mounted excavator can be used to lower the pool into the excavation, but directions should be obtained from Latham prior to setting the shell.Please note that Latham recommends lifting all pool models over 12'wide with a spreader bar and 20'lifting straps. Once the pool is set in the excavation,the pool should be checked for level and the bottom should be walked over to detect any voids in the fill material that might be present. The pool is then lifted and reset as many times as necessary to achieve a"good fit."A good fit is realized by raking the surface of the fill material in order to see where the pool's perimeter is touching(footprint)and by walking around on the inside of the pool to detect low spots.It is normal to feel a slight void under the center of the pool,but walking in the pool should cause the floor to rest on the bed of fill material.The pool shell will conform to the base material under the weight of the water. It is important 5 to make certain that the bottom,perimeter, and all transition points are sitting firmly upon the bed of fill material.The pool can be separated from the lifting equipment when the entire perimeter of the pool (including all transitions) is within 1/2" of level around the entire perimeter of the shell with tile preinstalled, or 1"of level if tile is to be installed later during the installation. A properly prepared hole should not require the filling of large voids beneath the pool. Blindly adding fill material beneath a pool can cause more harm than good.It is important that any adjustments to the pool's elevation be made before water is added. If the hole was properly prepared,nothing more than a few minor adjustments should be needed. Step 7. WATER AND BACKFILL On most pool shells water can be filled to the bottom of the first step with no backfill material against the shell wall. The pool should then be checked to assure it is still level (check EXCAVATION NOTES for specific shell being installed). If the pool shell does not remain level, the water should be completely removed and the bedding material added or removed as necessary to achieve level. As backfill material is initially placed around the pool shell, care should be taken to ensure that the wall-floor and step-floor radiuses are tightly packed with fill material. Once the pool shell is"locked in,"the fill/backfill process can continue. It is very important that the radiuses of the pool are properly and completely compacted. Poorly packed radiuses can result in hairline cracks and/or structural cracks due to deflection.Be sure to backfill slowly and thoroughly. 2x4 LEVER After approximately 12" of water is in the pool and backfill ASSEMBLY has been placed evenly,the backfill and water should always FIBERGLASS be+/- 6"of each other.As the water approaches the shallow POOL SHELL end, pay particular attention to all the unsupported areas of the pool. Steps and swimouts tend to droop, so slight adjust- ments may need to be made with the levering device.Be sure Backfill Detail you wait until a sufficient amount of water surrounds the area NATURAL GROUND (usually 12") to keep the rest of the pool in place, or you — may raise more than you intend. The walls of the pool may WATER s^ = bulge inward if too much backfill has preceded the water in the pool, or outward if too much water precedes the backfill. If bulging does occur during the installation,the only remedy is to dig that area out and proceed correctly. Slight bulging has only visual effects,while not affecting the structure of the COMPACTED pool.A string line is very useful in determining the straight- FILL =1 I ._� - ness of the pool walls during the backfilling process. 6" To mitigate the stress under step,tanning ledges,and some seats potentially induced on the pool shell as a result of backfill set- tling, Latham recommends either a shallow dig under large steps,tanning ledges, and some seats (Figure 6) or in the event of an over-dig,the installation of concrete masonry unit(CMU)piers placed under the steps, integral tanning ledges and/or swim outs,and some seats may be needed(Figure 7). Figure 6- Figure 7- Minimal Dig Stair Detail CMU Pier Stair Detail 4" +• ~._.• - III PO FIBERGLASS ,.. •.. OLSHELL y+ , ; II—III-- —I I —III—I I - III _ I—III;IIII�,III; II-1111;1111;,11 4• III—III—III I I I— 3°THICK COMPACTED . III_ III—III—I I — 3'THICK COMPACTED III SAND OR H°CLEAN • SANDOR I I GRAVEL(TYPICAL) •1, GRAVEL(TYPICAL) 4°MIN.THICK COMPACTED FIBERGLASS 4°MIN.THICK COMPACTED t• I I GRAVELFORCLAY _ POOLSHELL GRAVEL FOR CLAY _ (ADOBE)SOIL ONLY. III— (ADOBE)SOIL ONLY. _• ••.� _ .ti 4u ' _ /�n FILL MATERIAL —I I FILLMATERIAL .4 I I- _ _ a,CMU III IIII—I�I I III III III- Jri , III III I III_ n'CAPSTONE BASE MATERIAL BASE MATERUIL FILL MATERIAL 6 Blocking the steps is performed after the pool shell has been set within level and water reaches the tread of the next to last step tread(2nd from floor).When installing CMU piers,start by placing a 1-1/2"capstone block on the base material. On top of the capstone block, stack CMU's (cinder blocks)until they reach a point just under the step or ledge locations designated in Fig- ure 4. Since the step area of the pool shell is often lower than the rest of the shell,jack the step package up using a bottle jack and a section of 2"x 6"lumber under the outside radius of the top step (where the top tread meets the top riser). Jack the steps to be level with the rest of the beam of the shell. Shim the gap between the top CMU and the bottom of the tread/riser radius with another capstone block and/or'/4"concrete backer board.When the bottle jack is released,the pool shell should be within 1/2" of level around the entire perimeter of the shell with tile preinstalled, or 1" of level if tile is to be install later during the installation.Bottle jacks should be removed from the job site once the piers are in place. Do not leave bottle jacks or organic material,such as wood under the pool shell for support.Properly placed piers should be '/z under the step of the shell,with the remaining portion of the top block/shim remaining outside the step/riser tread(See Figure 7 for detailed drawing of properly placed piers). Do not place niers completely under the top step or tanning ledge(swimout)as stress will be transferred to the radius between the horizontal and vertical surfaces,resulting in stress fractures. This pool does not require annual draining for service.If draining is ever required,the owner,or their agents,must first receive written permission and instructions from Latham Pool Products.Damage caused due to the water being drained below the level of the skimmer inlet is specifically excluded from the Latham warranty. Step 8. PLUMBING A basic swimming pool circulation system is relatively simple in operation.Water in the pool is drawn through the skimmer to the pump,which pushes it through the filter back to the pool via the returns. See Figure 8 for a basic filtering system diagram. More advanced filtering systems may include sanitizers,jets, blowers, automatic pool cleaners, etc. Latham recommends the use of 2", schedule 40 PVC plumbing on most pools. The plumbing system must be designed to comply with ANSI/APSP-7 STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN POOLS AND SPAS (latest revision). Visually inspect and pressure test all plumbing installed at the factory upon the delivery of the pool and during the backfill process. Latham Pool Products suggests placing the equipment slightly above the elevation of the pool.If the equipment is placed below the water level, check valves or shut off valves must be installed to prevent accidental siphoning of the pool. The equipment becomes less efficient the greater the distance away from the pool.Pipes may now be glued at the equipment pad and circulation of the filtering system may begin. Check all connections for leaks and proper circulation before covering them. Local building codes may require pressure testing of the plumbing system before the installation is complete. POOL PUMP POOL TO POOL RETURNS OUT IN FILTER OUT Figure 8-Basic Filtering System o C IN o� -n �m O Cn C: A T 1 O o O z T_ z G) Cn Step 9. ELECTRICAL If the installer or homeowner is not qualified to do electrical work, an electrician should be hired and a building official should inspect the work.All electrical work should be done to National Electric Code specifications and any local codes. Latham will not be held responsible for any electrical work. Step 10. POURING CONCRETE A standard cantilevered deck, as shown in Figure 9, requires that forms be placed on the inside perimeter of the pool. These forms are attached to the pool beam using double-sided tape. The forms are then held in place using supplied wire tires and screws. Cantilever forms are typically installed on the same day of the concrete pour.The backfill should be removed from the top 8 inches around the pool perimeter to a width of approximately 10 inches. In areas of sandy soil conditions, the material is typically removed just prior to pouring the deck. Care should be taken that the concrete is worked into the area under the beam of the shell so that air voids are minimized.If desired,1/4"holes may be drilled every 36"to aid bleeding air.Rebar or wire mesh should be used in the concrete deck. For decks using pavers, as shown in Figure 10,the concrete deck should be poured up to approximately 1/4"of the top of the pool coping.Deck should fall 11/4"per 12 inches of horizontal deck to allow any surface water to be drained away from the pool. Half inch holes may be drilled into the lip of the pool every 3'.Two foot lengths of 3/8"rebar are placed in each hole and bent at 90 degree angles(see Figures 9 and 10).This will ensure a bonding or anchoring effect on the sides of the pool.The walkway may also be reinforced with 6"No. 10 wire mesh or No. 3 rebar on 2'centers(see Figures 9 and 10).Concrete should be poured at least 3'around the perimeter of the pool and at least 4"thick. Latham will not be held responsible for any concrete work or cracks that may result from its use. In northern climates 6"-8"of 1/2 clean gravel is recommended under the concrete deck. Figure 9- Figure 11- Cantilever Concrete Deck Partial Above Ground Installation (Typical) (Typical) (Only for pools 12'wide and under) 6"X6"-W1.4 X W1.4 WIRE MESH OR T REBAR N0.3,ON 2'O.C. It 3'MIN. EACH WAY. FOR CLAY(ADOBE) SOIL ONLY. MAXIMUM MOUND DIRT OPTIONAL SLOPED 1/4"=1' 19 1/2" AROUND POOLD ECK OOD '1 s.. APPROX.6" - -_ 110" - - - - - 12" _ I=�I I-1 I I=1 I I=1 11=1 FOR CLAY —III—III—III—I I I (ADOBE) II—I III SOIL ONLY. = 3"THICK COMPACTED I I=1 SAND OR 1/2"CLEAN GRAVEL(TYPICAL) ; 4"MIN.THICK COMPACTED I 6" GRAVEL FOR CLAY - II : (ADOBE)SOIL ONLY. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAND OR • 1/2"CLEAN GRAVEL sn POOL SHELL BRICK OR STONE DECK WIRE W RE MESH ORFIBERGLASS 1 4 10" ; 3' MIN. REBAR NO.3,ON 2'O.C. EACH WAY, SLOPED 1/4"=1' ' FOR CLAY(ADOBE) SOIL ONLY. J= 611 011 12" , _'Z11 —I I I I I-1 I I III I I I I-1 FOR CLAY VI- (ADOBE) Figure 10- I I- SOIL ONLY. Concrete Deck with I = 3"THICK COMPACTED Brick OY Stone 4"MINSAND.HICK COMPACTR 1/2"CLEAN ED EL(TYPICAL) GRAVEL FOR CLAY (ADOBE)SOIL ONLY, SAND OR 1/2"CLEAN GRAVEL sn r FIBERGLASS POOL SHELL 8 Figure 12- Chain Locations Chain locations may vary slightly. POOL LIFTING NOTE: 1.When being lifted from the trailer and/or set in the excavated installation site,four(4)20'straps should be used.The 4 straps should be connected to a common lift point,typically the ball of the crane. ® }.1 Figure 13- . Standard Fitting SK Locations Legend: SK-Skimmer R-Return Fitting L-Light OS-Optional Skimmer Location for Auto -� Cover Bundle Drawing denotes approximate standard outfitting locations.Additional fittings and custom outfitting not shown. WARNING TO THE BUYER The pool is designed to be kept full at all times.The shell can be damaged if the water level is allowed to drop below the skimmer. When appreciable draw-down is noticed, or if it becomes necessary to drain the pool, contact Latham Pool Products, or their agents for instructions.The pool shell may be damaged and separation from the concrete may occur if the pool is allowed to overflow or if heavy water drainage is allowed to over-run the deck to pool shell connection. Keep the water level in the middle of the skimmer.Latham Pool Products will not be held responsible for any unforeseen problems or circumstances which arise from inadequate site drainage or incorrect deck installation.Refer to the Latham Warranty for conditions,circumstances,or installation practices that may void the pool's warranty. \ 9 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ FOUNDATION(2ND) sa. D O H ROUGH FRAMING& (� PLUMBING A `� ll1 . j r INSULATION PER N.Y. H STATE ENERGY CODE ZOmile,+ FINAL { 1 4��, d.�v+ CAA tM YA 11- F ADDITIONAL CO MENTS (? vy onp �7 2 b LZ W �T N ro y �V O Z � H x e H �ao�'�FFQ �o 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 hgps://www.southoldtovmny.gov Date Received APPLICATION FOR BUILDING PERMIT _ For Office Use Only �`e 1 �j ILS 1 PERMIT NO. Building Inspector: APR - 1 2021 t�.. :Applications and forms must.be filled out in their entirety.Incomplete a';7; --- 'applications will'no't be accepted. Where the Applicant isnot the owner,an _ 1;;;.,,,•��,t, y N ,q Owner's Authorization form(Pago 2)shall be completed.- Date:March 31, 2021 OWNER(S):OF PROPERTY::: Name:Ma beth Sciscente SCTM#1000-80-3-16 Project Address:405 Lake Avenue Southold NY 11971 Phone#:516-301-8617 Email:m slaw1 mail.com Mailing Address:405 Lake Avenue, Southold NY 11971 CONTACT PERSON: Name:AMP Architecture - Jessica Magee Mailing Address:1075 Franklinville Rd,_Laurel NY 11948 Phone#:516-214-0-160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION:' Name:AMP Architecture - Anthony Portillo Mailing Address:1075 Franklinville Rd, Laurel NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION:, Name:- Mailing Address: Phone#: Email': DESCRIPTION'OF,PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: [--]Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo 1 - PROPERTY INFORMATION Existing use of property:S' le Vans ly Va Intended use of property: J SI �f�mi( (ZeSid�P�Ce Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - LK)) NC, this property? ❑Yes ONO 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 23.6 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for 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 on premises and In buildings)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. �n ���� . Application Submitted By(print name): l JaV\P �k"Author)zed Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) S • COUNTY OF S4 Co. y11�.C'� VC - McOe-f being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above na ed, (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 setforth in the application file therewith. Sworn before me this __LdaY �lof 20 G — Notary Public Debomb0dowald Notary Public,State of New York- No.01OR6280M orkNo.01OR6280M PROPERTY OWNER AUTHORIZATION �, ,= Qualgminsuffacoumy (Where the applicant is not the owner) ";yYO •``' COMMbANEWM05/d/2GO 11 JA �Ct S C e.� residing at 40 S Lif' e L41e, s6VIVt60 do hereby authorize AMP Prr*-Glk-t(4f-C4U��- f LLc to apply on my behalf to the Tow of Southold Building Department for approval as described herein. 3 ( -3 ( / a-o�r Owner's Signat Date J�la Print Owner's Name 2 _ ,;:��i4�•Yi',:,`- —`.yiiai•iii�o:;.`` ��ii '1'i'i'i'': :•��ii'tii3'+:•. - - '•iiF'ii;•: _ _ ::1..����., .,����. _—_ '>:� {v .. n-_ �'"'"c;, - �� ry, .•aaa rrr _`,:`aN rr,r�y ' •yaalr ii���,.•s '= Grimy_ `=r "' �= �f1•' =' w� ��y. � ;�1c1 _ �`'� _ •�1 = = •�,' "_ �\� �=a r '�. t� ' �4'Y!'.6..]" xS+T.JS;S":'h�^'v'2�dkTRt'dt#Z354:".'34::�'?".Lel..�'.",:`:.^..R:d&P;"^.GL"A::G!tf:,.�.9SS^Y�„"SdG'AG"�'.tCR;» 4.11y^�1�ERe4�Us'.�f9lS•D.t1A'�'^.,!"!!!�(• - .X44 � :�/• - � BOARD OF SOUTHOLD TOWN TRUSTEES r SOUTHOLD,NEW YORK PERNII'T N0.9823 DATE: FEBRUARY 17,2021 ISSUED TO: MARYBETH SCISCENTE •�� PROPERTY ADDRESS: 405 LAKE AVENUE;SOUTHOLD N; �•" SCTM#1000-80-3-16 +1 AUTHORIZATION '``•' Pursuant to the provisions of Chapter 275 of the Town'Code of the Town of Southold and in '►�,• accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 17,2021,and in consideration of application fee in the sum of,250.00 paid by 1VIarybeth Sciscente and subject to the Terms " and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the r following: + Wetland Permit to reconstruct existing 201-3.5"x29173.5"(593sq.ft.)seaward side wood deck with new 101x16' fiberglass pool; install.a new 17'7"x28'0"(358sq.ft.)masonry patio seaward ''�• of deck; and to abandon the existing sanitary system in rear yard and install new septic systema in front yard;with.the condition of sound screening for the.pool equipment,that the pool be saltwater; that backwash be tied into an existing drywelI; and as depicted on the site plan •� prepared by AMP Architecture,PLLC received on February 10,2021,and stamped approved 1.. on February 17,2021. .-r IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these ry it presents to be subscribed by a majority of the said Board as of the 17th day.of Tebruary,2021. yOgUFFOJ/r a;w c��O G � ►r;.• M A ad6nk� / N Z � i�,;SCP�u;46�".ui.'Sib_'Luo`;iu:m�JStG,L[buiu�,,;n 7ihG;.vi,�vi�R..3'�'u'uit:v;u.�,.u�v�.i.i uu;:^ar::"w;w_`.,iuvvw"ti rix•'l'+CSseiiu,'Lct,;14`u.,i'.,,.:.u'^",5..�.,'S�S1C:,:8n"`S`°",,;,5;,;,uu....:vu9'°„i•.r'•f;,cu:^•u�"amo Ykv -_•'`'`+•;/�/1♦^Ie1�i�r - �"..-:%i :i�h• s •::::.i i:�\a•" -/'''•::}4;•=i•_ ':;''.�1i�iali ws= --_��ii'.�ii�:.•'• •,,5�.+i,1;'~�1_ Glenn Goldsmith,President QF S (/r Town Hall Annex A.Nicholas Krupski,Vice President hOV� yip 54375 Route 25 John M.Bredemeyer III [ P.O.Box 1179 Southold,New York 11971 Michael J.Domino cn ,e G • � Telephone(631) 765-1892 Greg Williams �0 Y Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD: May 19, 2021 JUN JUN 2- Z��p2 Anthony Portillo 21 - � AMP Architecture, PLLC , ;t : 1075 Franklinville Road rr nl-z Laurel, NY .11948 RE: MARYBETH SCISCENTE 405 LAKE AVENUE, SOUTHOLD SCTM# 1000=80-3-16 Dear Mr. Portillo: = The following action was taken by the Southold Town Board of Trustees'at their Regular Meeting held on Wednesday, May 19, 2021: WHEREAS, AMP Architecture,Ion behalf of MARYBETH SCISCENTE applied to the Southold Town Trustees for an Amendment to Wetland Permit#9823 under the provisions of Chapter 275 of the Southold Town Code, the Wetland'Ordinance of the Town of Southold, application dated April 2, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 19, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT RESOLVED, that-the Southold Town Board of Trustees�4PPROVE-the-Amendment-to Wetland Permit#9823 for the existing 1,801sq.ft., 1 Y2 story dwelling; construct a new 10'x15' above ground pool with new 528sq.ft. raised patio using impervious pavers around pool with steps to ground; install 48" high pool enclosure fencing around edges of raised patio and a self-closing gate with alarm at base of steps; relocate existing 4'x4.8' outdoor shower approximately 30' landward; install an on-grade 790sq.ft. masonry patio using pervious pavers; and abandon existing sanitary system in rear yard and install new septic system in front yard; and as depicted on site plan prepared by AMP Architecture, LLC, received on May 6, 2021, and stamped approved on May 19, 2021. Fees must be.paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required ata fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd JUN 2 P021 E'LROJEGT/ZONING DATA a t rn TAX MAP x 1000-&0-3-Ib A EXIST. I I STORY i —t"" `rf ; /' i MEAN HIGH WATER ZONIN&DISTRICT R-40 NO r o z"f �, z :1°.��;}w,E . MARK TIE LINE LOT AREA 0.3 ACRES RE5IDENGE a.: .- _.. i s ix m0 ;1 FEMA FLOOD ZONE AE 0.0 a 0 I z a m JUN 2021 FE I WETLANDS DISTRICT Y 0 4,5" HEIGHT FENCE 1, I DEG DISTRICT NON-JURISDICTION00 ¢ J AROUND EDGE OF RAISED PATIO I Z q�q Y�d SITE LAYOUT NOTES, I. THIS 15 AN ARGHITEGT'5 517E PLAN 4 15 Y �` •T's i'{iJ^,�•,7 f> F7,!'•'Vr-f'F',-'r't r n � 5UBJEGT TO VERIFICATION BY A LICENSED NEW STAIRS a: z, yt mll I I SURVEYOR. THE INFORMATION ��� NEW RAISED PATIO REPRESENTED ON THIS SITE PLAN I5 TO THE c=12 (IMPERVIOUS PAVERS) I ARCHITECT'S VF-5T OF KNOWLEDGE. Iq g _ EXIST. BULKHEAD 1 2.SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED NOVEMBER 2020 w — AND PREPARED BY: 2� =III III•—III-W=I I )I{=-111 i.�_moi r =I yew _ — _u— -,t - __ Y' I W EXI STI NG IMI m l i= -111I 1- 1 11� 111 '111=11�-11=111=III-I I 1 1-1� I I lL-1f l LI-11 _-. _I 1 = t-u!;LU- 1 jT i ti pY, I MICHAEL W.MINTO,L.S.P.G. F _ '1I j�j II.-_7-t!_ .�I I.�. — _I = ��_.;.I Iq—. -._p —'II� .=1 ��:.�•.I:�i�'_"I11�.1 I� � I`�";I T.'� =1 vll.`..!' ..`jU1.IJ"I�,I�^IJJ;I_.111._ .��,"p�;:I �"-�I��="I_."""II jl—I��ll! 81 WOODVIEW LANE x EARTH ��_` P 7i 1-1 I.'��1 T 1f I �� I 11� �L I I I I yLI I'I 1 jl �� I 1�1 U11 �.0 I.-.I.I�' 1 1��^ . S t I"'I i I I, I I 1_ I ILI,_.I A II�J—C= GENTEREAGH,N.Y.11720 � I1 EL: 6.22:41iI �fi llIITi=1 ILr r� 111 �� I�IiI=LTi IIL�Ti')1lEllilT li Il�� 1 111—alt - TIT«�i11 I��'II J1,Ii —II—III—II EL: 3.03 TELEPHONE:(631)580-1202 Q I 1 I . SELF-GLOSINC� GATE . APPROVE® BY , SOAR® OF T RUSTEE� 51TE ELEVATION � {y ^� ALE:9/Ib"°Ib' L� @_-� ,f E '11 7 \ .LOST GO.VERAGE' s' _ . ®fiTC ' JI ���^��i �' DESCRIPTION(FOOTPRINT) 5 AREA %LOT m�� 1�{ �/Z' PRAY - 6 207' COVERAGE TOTAL,LOT AREA IIb65.O S•F. EX15TINO BUILDING 14101,0 51F. 15.4% I, $n^ d l,7v fl PROPOSED RAISED PATIO 528,0 S.F. 4.5% ' f udlf;4 L'" f 1. ?SCS TOTAL AREA-OF ALL 5TRUGTURE5 2329 % (TO H.0 S.F. 20,0EXIST.GONG. EXIST.OUTDOOR SHOWER E REMOVED 45"HEIGHT FENCE (TO BE RELOCATED) "MAXIMUM LOT COVERAGE ALLOWED-20% RELOCATED AROUND EPGOF 8 " - K;' OUTDOOR SHOWER RAISED PATI , � EXIST.WATER SUPPLY LINE; TO MAINTAIN 10'MIN, _ _ _ N22"24'00"W _ 195.05_^_ _ _ _ _ _ SEWAGE DISPOSAL SYSTEM a --------------- - --------------------- —I A' '" __-- PROJECT: 0'51DEYAD SEACK _ Ic,b' ' ll5' SCISCENTE-0 EXISTING GRAVEL EXISTING �j J DRIVEWAY 10' I$ i FLOATING RESIDENCE / MIN. ..I NEW' 9 DOCK f PROP.\ / I 1` Ilo'. L.EP PROP. 1, Ab•Pool y N �� 405 LAKE AVENUE O " E.P. 's EXISTING f �rt o o SOUTHOLD,NY 11971 / I �•(.'� I fj STORY FRAME f I 1 io o• rn y �I �p NEW NEW o ty RE5IDENGE N W g �—'o L.P. L.P. "NEW 1y RAISECttiPATIO Ts DRAWING TITLE: , `9 EXISTING y - , I .O. (IMPERU1 Us 1 BULKHEAD Z SITE PLAN EZONINGDATA �' f PROP- NEW 17� PAVIcR,5) � PROPERTY ELEVATION \ E.P./ L.P. ALARMS,ON 1T, EXISTING 6.1 — , ALL SLIDING 835 s }CAMP rn p 'NIW DOORS PAGE; T,f '�\p\ 15'SIDEYARD SETBACK Nr W ON-GRADE TRUSTEES at Face of TRUSTEES D.H. e M 5ONRY PATIO Bulkhcad /• SELF-CLOSING (PE VIOUs PAVERS) &ATE W/ALARM' l 0~ DAiE�05/2ia �(S' yl z N 521 _ _ _ _ _ REMOVE EXIST.DROP DEMOL15H RELOCATED DRY WELL INLET 4 DRYWELL EXIST.FENCE 4P (NOT INCLUDED IN SCOPE RETAINING WALL OF SEPTIC SUBMISSION); REMOVE EXIST.CURB 4 PORTION RELOCATION MUST OF GRAVEL DRIVEWAY k REMOVE 4 RESET EXIST. RESPECT"ALL REQ'D CIt s;• COBBLESTONE CURB AS SETBACKS AND REMAIN i1 REOV MOTE MODIFICATION MIN, ABOVE HIGHEST RECORDED 6.W.LEVEL OF DRIVEWAY SHAPE) SITE PLAN I , SLALE,ry"lo••o• 1 I 1 U <11 ' [J0 J F �>: p tiJ z • I J 1=—J 00 a �ir J 2' I I >pa�0 I Z e•I� • � �. I I f I i �J� . •i I � I I ego - 1I I I W I I I �. NEW SALTWATER I 4, I VER5A-LOK in I I POOL TO BE CONCRETE UNITS INSTALLED IN AREA I (GST PAVERS) ` (LATHAM POOLS GTL) VER5A4.0K CONCRETE UNIT5, I I I O (GST PAVERS I T EXISTING I `•', I I r: I n HOUSE NOT PART I i L-- — — — — — — — — —� OF THIS FILING _ P PROVIDE GLEAN). I a SAND FILL � OI I I PROJECT: SCISCENTE ' RESIDENCE p. (— — — --— '— — — — — — — — = 405 LAKE AVENUE —'. F I SOUTHOLD,NY 11971 li — — — DRAWING TITLE: 7Y2 FOUNDATION FOUNDATION PLAN / y PAGE: — — — G EEK WALLS MAY 1 4 2021 DaiA(?J =��OF 1 Southold Town " 4� � � p �o V E FOUNDATION PLAN rc-ALe,1/2' 03 4�1 I Glenn Goldsmith,President so Hall Annex A.Nicholas Krupski,Vice President a 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly cn G @ Telephone(631) 765-1892 Elizabeth Peeples ® y0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1974C Date:November 2,2022 THIS CERTIFIES that the-existing 1.801 sq ft 1 '/2 story dwelling; construct a new 10'x15' above ground pool with new 528sq ft raised patio usingimpervious pavers around pool with steps to ground install 48"high pool enclosure fencing around edges of raised patio and a self-closing gate with alarm at base of steps; relocate existing 4'x4.9' outdoor shower approximately 30' landward; install an on-grade 790sq_ft masonry patio using pervious pavers,• and abandon existing sanitary system in rear yard and install new septic system in front yard,•with the condition of sound screening for the pool equipment,that the pool be saltwater,that backwash be tied into an-existing drywell; At 405 Lake Avenue, Southold; Suffolk County Tax Map#1000-80-3-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 24,2020 pursuant to which Trustees Wetland Permit#9823 Dated February 17,2021 was issued and Amended on May 19,2021 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 1,801sq.ft., 1 �/2 story dwelling; construct a new 10'x15' aboveround pool with new 528sq_ft. raised patio using impervious pavers around pool with steps to ground• install 48"_high pool enclosure fencing around edges of raised patio and a self-closing gate with alarm at base of steps:relocate existing 4'x4.8' outdoor shower approximately 30' landward; install an on-grade 790sq.ft. masonrypatio using pervious pavers:and abandon existing sanitary system in rear yard and install new septic system in front yard:with the condition of sound screening for.the pool equipment that the pool be saltwater;that backwash be tied into an existing drywell. The certificate is issued to M r beth Sciscente owner of the aforesaid property, Authorized Signature Flet L C '°/ Enil DING DEPARTMENT-Ele r� Irispectov FEB .L TOWN OF SOUTH FEB 2 8 2022 DD, To Annex- 54375 Main R d PO BoBUILDING DEPTx 1179 DEPT. TOWN OF OUTHOLD Southold, New York 11971-09N OF SOUTHOLD Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richertO--town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: yD�T2/ r � Date: Company Name: Name: - License No.: email: 6Zg&Z7 Address: , Al Phone No.: !0 3 — / JOB SITE INFORMATION: (All Information Required) Name: Address: p _ _ c ,e ��r Cross Street:, Phone No.: Z(2 - Bldg.Permit P ady? _2Z& 2_ 666 email: Tax Map District: 1000 Section: Block:, Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) l e e Circle All That Apply: Is job ready for inspection?: ES f NO Rough In Final Do you need a Temp Certificate?: YES Q O Issued On Temp Information: (Ali information required) Service Size 'I Ph 3 Ph " . Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additiona Information: 2, 1 1 — go I PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formals 6 + n1l DING DEPARTMENT- Ele r� Spector FEB 1V! TOWN OF SOUTH FEB 2 8.2022 DD � �.. ��:� To Annex- 54375 Main R d PO Box 1179 ' - BUILDING DEPT. UILDING DEPT. TOWN OF SOUTHOLD Southold, New York 11 971-09NOF SOUTHOLD Telephone (631) 765-1802 - FAX(631) 765-9502 roger.nchert0f own.sauthold.mus APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: /�. ����/�� Date: - Company Name: Name: License No.: r��bo2. -�'J9 _ email: / 7 6— Address: Address: A/& // Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: 04 Cross Street:, Phone No.: . : - Bldg.P.ermit#: email: Tax Mat District: 1000 Section: Block:. Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) '546 6-'i�VL6�,9 Circle Ail That Apply: Is job ready for inspection?: DESI O Rough In Final �Do you need-a Temp Certificate?: YES NO. Issued On Temp Information: (All Information required) Serviw-Size I Ph 3 Ph Size: . A #Meters. Old Meter# _ New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead #--Underground Laterals 1. 2 H Frame Pole Work done on Service? Y N Additions Information: - -Q 6C . PAYMENT,DUE WITH APPLI.CATIOhI 82-Request for Inspection ForinAs PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini -Carbon Micro Generator Combo .C.; ktop Transfer' AG:: AH Hood _ -Service,: .. _ .. ,..._,. .: Amps..: -.....:Have,., •:Used Special: 7. Comments: bo Vj -- -- -- _ ,/.._a - -- - ln� A AN. V Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 saw. ► f BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED ° WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, Date: March 31,2021 Owner: Marybeth Sciscente t Location of Property: 405 Lake Avenue, Southold, NY 11971 i Please take notice that the (check applicable line): New commercial or residential structure V Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure 1 to be constructed or performed at the subject property reference above will utilize 4 (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) { Roof framing (R) Floor and roof framing (F ) Signature: Name (person submitting this form): AMP Architec ure - Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 13, 2022 Southold Town Building Department P.O. Box 1179 Southold NY 11971 U�I .E. 3 202 r RE: Sciscente Residence 405 Lake Ave Southold NY To Whom It May Concern, Enclosed please find theupdated plans 405Lake Ave Southold. The final inspection is scheduled for Oct b lreo Could you please use these plans at your final inspection. Please contact our office if you have any questions. Sincerely, Jess Magee PAVER PATIO ON GRADE 16' N N POOL I S' RAISED PATIO 0 RESIDENCE SWIM KING POOLSCAPES SCISC .NT .RESIDENCE "POOL CONCEPT" SCALE:1/8"=1'-0"MAR.26.2021 NOV 0 2-2022 BUILDIN—DEFT D P©DAPT•2 Manual 021115:LaYOW 1 2192/15 1215 PM Page 1 Low ATTERY FUNCTION •• • • •• • r•• • res - . • When the FYVal banery is low,the door alarm horn udd chirp awe ovary •Sup.7vlhe c dldmn at all dm... CONNEOM40 DOOR ALARM TO e&R.90R SVRTCHEA 10 awande-DIIS.meane tl to the to install A n"battery.Battery ate is •( !paltnd flimining alORa.NeirOr Isavo a Clow#I*",am READ THE WOR ALARM MAN UK FOR NSTALfAI10N ON ONE DOOR FIRST: • Instructions apprmrknatdy 1 year.Tet your doe Starts weakly by opor•ng the doe t0 oRatY.r UM Wophorte. tHE�,SENSOR Wi�S ARE PERMANENTLY CONNECTED TO THE DOOR � and atawlng Ste Starts to sound. *Always remove the antis 10fer cover from•Pool before ALAFWL CONNECT BOTH SENSOR WIRES COMM FROM THE000RALARM ������ nrtatmlag. TO THE SENSOR SWRCH ON THE DOOR FRAME.THEN USE THE SUPPLED U.mNaD.l URN Na✓t4101 and.rafaraaHYyde not mei. JUMPER WIRES TO CONNECT 70 THE SCREEN DOOR SENSOR SWITCH __ : 1 . WARRANTY• • SHRUM • (SEE DLRWRAMBL10W),THE TWO SENSORS SHOULD BE HOOKED UP IN ^•'- •�,.y\ .' .: . -Have your pool area fooaed and th.' N.looked to Ment - � t+nnsmatnd aFTgy totha pod.mid hemi a gab CUM. P raRELtE1.w IC COVE S ON T •• ,. ,■(��{ POOLGUARD Is add with a limited wag"to Cotter ddede In porta •I.oak attd alcor.a6 d0on tn the house whkh •THE NET MCT BE RE ON THE SENSOR aWR MMN SENSOR ; •,a• and wotkmanehlp fa.one Year from date d purchase(RNain prod Ona.µb On p•^nR•asy MAGNETMUSTBETHE FRAMEOVED BY THE DOTAtJ.ATtQ1 purchaw).0 PoolWwd exhUts a defect,please call our Customs poibim d insb0•dool Naito.. .MAGNET BOON THE FRAMEBYTHE DOOR R r Finaur Sw*9 department d!•8000.24@•7183,Unauthorized Towns,wW not be •p�r childrom id4a hash aMmming lad•vrBW safnyt t0 •MAGNETS GOON THE DOOR ITSELF- ttE N A+A`FUAL �• ., scooped.Props Top.IS only enswed when The and ie retuned 10 the - •Yabuhr al•aaF,,d.lr Yrabr k rhe POOL A ONE DOOR N ARM AND TMO NTNO SCFE WS mendacWrN. Md out websto at Wwwyoolguadcan to TO out your •00 net mita during electrical atcoms. S.FCNE 60 OF SENSOR OR DOOR SWITCH AND SENSOR MAGNET ANDA SCREWS warranty roostralion Wormallon. -Do not Permit boll!µ,glean,or ahorD.ob)ooas to be Used • wound IM pod GONE SET"OF SENSOR SWITCH AND SENSOR MAGI& JIplPERWmEB, � lAak.yWf Cosi deNw how yon Cai1 Imptovr your Pmt --FORSCREEWN ODOR FRAME AND SCREEN OooR ; `N s aa�tr—tiaywmbogtmtouatatyott.. FFVCUK*VEAWQUmn NSCAILusATsaDo�re-TM r •cautlo a0:allow you l 'that yourPOn senµ, awarateaa,mud SQ DODR MAII1DOOA T' CWUoR adD a00.r yon to,aRJgf your Dad straoa sencN ODORNAAM Pam MDU9 .me. n�eratt� aas�oraa D.O.t5µp8IMPORTANT Po•olguarmodw.® g�RGG{tt 77X O ®e tN5ta)1S11n1113s1 1! - r . •. .-. .- The pr6dM has been tl•liQod md the dolecdon or.umeanted Roo'guarde p er- www.pooiguard.com !U•IPEA� ti�1 hlAFE"B seta u SYSTEM sleet. POCH.AU I DACPT•2 IS A tt !RIFFS SAFE"ALARM SYSTEM AND NOT A UFE SAMNO'DLIrICE. It MADE IN THE USA dFOFadbeueaditowsyindionwan thesatdyogFipmenteuremlyIn" "Ev.02-15' t end shotild net ailed edatng sofety ptocedures. PO DAPT•2 Maswai 021115:Layout 1 2!12/15 1215 PM Page 2 A.Determine the bed location.The door alwm must be Indelod at Iowa! INSTALLING THE 9V BATTERY trio. s1 aboYetolhredodathe mor. r OPERATING , ,, s DOOR ss,ALARM POO1guarde DAP 1-2 9V(19 atkafln�bsturyEntIrtnerII -41 III,S22 `1111cell 111 8.Wth a panel,mark 2°pets 212 aped vertically(up 6 down)where A,Remove the assembly screw hem the back a the door alum and the alarm Ws be mounted.Those 2 marks are where the 2 larger The POOLGUw ARD DOOR ALARM Versa two delay modes which Wo supplied screws will be Inserted into the well to hang the door alarmthe use to exit and enter the dew without the alarm sounding These remove the top cover.(Sas Figure 2) C,Insert the 2larger wlephod screws Into the wall on the 2 me*&Leave two modes are explained below. _ & Pull down the battery Opting and Install Ilia 9v battery(see figure 2). about 5W(not Inducting the head of the screw)of the act"(ram A FIRST DELAY MODE' Man the door to opened the alarm NOTE;It the battery spring Is net in the correct position under the the wall. automatically goes Into the tool delay mode which gives you 7 battery.the alarm will not go back together. D.Hang the mor damn on the mounted screws and 0 downward until seconds cher the door la opened to push the C,When the ev battery is Installed,the LED will flash once away 10 the screws aro pV Pose tau mulch t the seconds.When the alarm sounds,the LED will flash area every povtoned in the small end a the hanger hies in Ino paha he witch fend pushed within 7 is!hes the alarm will sound y back d the alarm. with the door open a dosed, To ellenea the alarm dose the door seoond E.1 you pnachased Me AS,Screen Dow Wt we soden 0.place 5) then push the pass thru switch. D.Ream blo the door alum with the amemdy screw.NOTE;Once S.SECOND DELAY MODE:When the door la opened and she pass thru the battery Is Installed the alarm may Sound ocddentaly until the DOOR •• switch is pushed within 7 caeortds,the pule the mor alarm In the Winona ore connected properly. A.The Dow Alarm comes With,one sensor sullen and one sensor second delay mode which allows you 14 seconds to g°through the door and close i. When the door is closed within 14 second°,the 2. rINSTALLINGPOOLGUARD r s l•ALARmagnet;remove the covers from both o1 these parte by using your alarm will mimetically reset. If the door Is not dosed within 14 'SAFM BUOY' fingwnall or°mall toot to unclip the cover from the bottom side and seconds,the alum will sound, ABOVEGROUND POO.ALARM dicing it aft the sensed. Your Poolguard Door Alarm Is designed to be installed within 12'at the a Each sensor has 2 holes Iw mounting(Nola:Do not mount the Figure 4 " ..�A'►ryASX`1{�Y IN GROUND P00.ALARM sones switch for the sensor who connection.To mount the dam alum wmeom on the side of the door that is Hinged).The sensor magnet O 1-'1 WfIH REMOTE RECEIVER ' on wall next to mor: usually goes an the door,and the sensor switchis usually mounted to sAttUhY scuta „ __ tunIt, ire door risme. y';;---.;� Txxu swrtcn C.Metal framed down may dread a space between the sonsors and the C, door using a small piece of wood a duubla sided loam tape. >w �gUFe'1 ton D.Indail the Sensory Vertically(as shown In Figure 1)or limixorually, 4e T8a{NASS ? • ;, y, tit. xosw Maximum space between sensors is 1+1/4•.IMPORTANT:If you install the sensors Horizontally at the lop of a SLIDING door,spacing between the sensors needs lobe between Vend 1+114•. E.Loosen the two terminals on the sensor switch by loosening the +NAriamxala screws then pace tither wire and coning from the door alarm NOrE If the alarm sounds Iw approdmalely 5 minder end the doorIs GATE ALARM Poolgsad'e between each a the terminals.l doesn't mater which wire goes to sbil open.The alarm hem will slap to pulsate,5 Seconds ON and 5 Format dYWIFoa AilEW1Y5CRltw luta which terminal,Replace Plastic Covers. asconds OFF.The dorm will continue to do this until an adult doses Hie PMq YeurFarrayl Note:h the nova Iw the mover ere kn does IMI look Me rid placebecausesansis the door and pushes the PASS THRUound saran an the mor alarm to W W W,�JOOigU8�.00111 SwlrrOwxota of the senses wires,remove the knrxAots Iran the sue of the ansa dlonce the dam. If Uro dam sounds fa approximately 5 minutes switch cover.(See Figure 4) and the door is dosed,the alum will reset. 51TE PLAN HATCH KEY: (L U PROPOSED RAISED PATIO ADDITION W Z O PROP05ED ON-GRAD PATIO ^/ U w N w o � Z r J _ e e cn O FROJE� I S�OFE _ F A 0 E <E a 000 0 - - ------ ------ -- - --- -APPRca OVED AS NOTED O-OO I .00 PROJECT LOCATION & SCOPE o a REGONSTRJGT EXIST. DECK SITE PLAN & ZONING DATA = D FLOATING DATE: /9 �- B.P. 3 ,Oa' !' � f."��:t' at 1 ' - INSTALL FOOL AND ON O RADE MASONRY FAT I O ' Z � DOCK �I'� BY: EXISTING MHN at face of FEE, - W RAMP Bulkhead NOTIFY BUILDING DEPARTMENT AT 765 1802 8 AM To 4 PM FOR THE - I O � .00 PROPOSED DEMOLITION PLANS 00 > a. O FOLLOWING 8 INSPECT1ONs: PROPOSED FOUNDATION PLAN z cfl ga��12o°E I 1. FOUNDATION - TWO REQUIRED 5� FOR-P1131I ED CONCRETEOCCUPANCY Vit FROJEGT / ZONINO DATA Z �' 2. ROUGH - FRAM"Vti i PLtlM`?tNG _. _ - - - -- �------- - -- -- -- - - - Q Z r-I 3. INSULATION ��� �S Ui ��� �UL TAX MAP # _ . .,_. --_. II_,____ _ 1000-80-3-16 _.___.__ ._ _-_ - 102 .00 PROPOSED DECK PLAN w cfl EXISTING I 4. FINAL - CONSTRUCTION MUST ��+�,� � ! ` _ LO w T-I BULKHEAD BE COMPLETE FOR C.O. '� I 1-i J iJT Rf Fi ll T ZONING D15TRICT R-40 NC O Q LO REQUIREMENTS OF THE CODES OF NEW �" �� _:_,� I ALL CONSTRUCTION SHALL MEET THE e 9 a 0.3 ACRES - - -- - -- - I A-20 ,00 PROPOSED EXTERIOR ELEVATIONS � '.;� LOT AREA I i YORK STATE. NOT RESPONSIBLE FOR GER T IFIG,ATE OF OGGUPANGY Z-17547; 11/28,/1158 1 DESIGN OR CONSTRUCTION ERRORS. GERTIFIGATE OF OCCUPANCY Z-18264; 8/8,/118,1 GERTIFIGATE OF OCCUPANCY Z-24131; 1/24/1116 - - p«� p M Nr1(111MIPLY WITH ALL CODES OF-YC.R!< STATE & TOWN CODES GERTIFIGATE OF OCCUPANCY Z-30860; 4/11/2005- W -7L S" LTO NOTES 4 SPE(I F I(ATI ONS Ef�ILO sZ POOL TO COOE- E IT 15 THE WNTRACTOR'S RE5PONSIBILITY TO KEEP THIS CONSTRUCTION'DOCUMENT BINDED C� J _ 1 UPON CO,APLETION AS REQUIRED AND CONDITIONS O. FEMA FLOOD ZONE AE BEFORE"WATER' TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 1 SOUTHOLD HOLD TOWN ZEA SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK Q LOT GOVERACE I SOUTHOLD TOWN PLANNING BOARD - - .�'�� �'"�`'" "m'•` ENERAL SOUTHOLD TOWN TRUSTEES 1.NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE BUIILDING DESCRIPTION (FOOTPRINT) AREA 90 LOT DEPARTMENT. i✓`t'•S.DEC COVERAGE 2. ALL CON5TRUCT;ON SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. RETAIN STORM WATER RUNOFF TOTAL LOT AREA 11 665.0 S.F. ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PURSUANT TO CHAPTER 236 - - t OF THE TOWN CODE. EXISTING BUILDING 1,801.0 S.F. 15.4% I 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 0 4.5y -III AND AUTHORITIES HAVING JURISDICTION. PROPOSED MASONRY DECK 528.0 S.F. 21.5 I 4. ALL UNNOTED Off:NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY NEW ON-GRADE N TOTAL AREA OF ALL STRUCTURES 2321.0 S.F. 20.038, OF THE OWNER/BUII_DER 1 Q MASONRY . �,�.M`a "".'"... ""7�' �"""",°.«a PATIO **MAXIMUM LOT COVERAGE ALLOWED - 203 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOS CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING (PERVIOUS WITH THE WORK. 10.6' 13.5 PAVERS) 1 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE NEW �0 N RQUIR17 SETSAGKS - MAIN BUILBINr� UNLESS APPROVED BY THE ARCH ITEGT/ENGINEER. j 10' x 15' 48 HEIGHT FENCE A.G. POOL �0 I - __.., - .- _ --_- __-_--_ _---._.. -__ _-_--< .___. 'T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS AROUND EDGE OF BEFORE THE START OF FRAMING RAISED PATIO I _ RAISED REQUIRED (H USE) PRDOO`�D COMPLIES PATIO (PERVIOUS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. PAVERS) Q FRONT YARD 35.0' 42.2' 16,5' III Y 9. DO NOT SCALE DRAWING5, WRITTEN DIMENSIONS TAKE PRECEDENCE RELOCATED t :.n< ~ 17GATEG /.<IARM SIDE YARD'": 10.0' 10.0' 10.6' III Y - OCCU10. PANCY OR GOMILDF-R ARE PLETIONS1BLE FOR ALL AND APPROVAL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. I OUTDOOR SHOWER ALL A5LIDING t BOTH SIDE YARDS 25.0' 26.3' 27.1 Y II. THESE SET OF Pt,WINGS ARE THE PROPERTY OF ANTHONY POF'!LLO, RA AND SHALL NOT BE I I j ALTERED OR BE Rt'rv.ODUGED WITHOUT WRITTEN PERMISSION FRO' THE ARCHITECT, 1 O aV REr�I`' YARD 75.0' 15.2' 77.5' Y 12. THE ARCHIT'EGT'5 NOT RETAINED FOR SUPERVISION OF THE WOIz.K AND 15 MOORS •r 3 RESPONSIBLE FOR DESIGN INTENT ONLY. p I 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE EXISTING COMPLETION OF WCRK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ,r I STORY FRAME AND LEAVE WORK BROOM GLEAN. ETC., GLEAN GLA55 N RESIDENCE _ 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY ,,, E -:'(r 1 z`�-f al•' kl r N { INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE O -' z " SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. U _Ij___ 1 _ €rl I --- -1 2 -- - - 17. THE GONTRAGTC'?SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER I w ` n ARCH TEGT/ENGINEER, � - - - - EXPENSES, INGLUD,,.., ATTORNEYS FEES ARISING OUT OF OR RE5ULTING FROM THE PERFORMANCE . 1 AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND - -- r I*Ir OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) IB ATTRIBUTABLE t p,y1• I TO BODILY INJURY,SIGKNE55, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE: LOSS OR USE RESULTING Q THEREFROM). (B) 15 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE `OR NH05E ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR PROJECT: NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. 15. ALL MATERIALS,ASSEMBLIES, AND METHOD OF CONSTRUCTION NCLUDINO BUT NOT LIMITED TO CISCENTE NEN FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE S.T. DRAWINGS, 5PECIFIGATION5, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE RESIDENCE PROP. NEN ( DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE z; E`P. L.P. ARGHITEGT/ENGINE"_R. N Q} la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS -------- -- - - ----- - - - `X V NEW NEA OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. p L.P. L.F. L.F. 1 20. CONTRACTOR -,0 REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES 405 LAKE AVENUE 1 WITH NEW GONSTRUSTION IN A WORKMAN LIKE MANNER. SOUTHOLD, NY 11971 PROP. NEW E.P. PROP.' 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS L.P. E.P. _REMOVE 4 RESET EXIST. NOTED OTHERWISE COBBLESTONE CURB AS _ ... _ DRAWING TITLE: REQ'D NOTE MODIFIGATION 22, PROVIDE FIRE �OGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. - - -- - - -- ----------- 1 ( 8w•: t?;§ ii TAN OF DRIVEWAY SHAPE .., � • �_� :a _� '-` =`1\`''.: -:-':-.•: ': �' ""_:� '� M.• ._> 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST AN, UNAUTHORIZED USE UNDER - _.�.�;:=�K°.,.,,�.< �>'�;.,:.,. _ ,� ° b;,==. >� � °e.�x ,� PROJECT LOCATION & SCOPE 60.00 �„` +. ,.•,;�, �,,r . � .��.,:, � �, r.. �_ ,.; � :',;, � ,.�, , �.,, ,.,�.�•��..,..a A � FEDERAL LAW BY rHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1980 (AWGPA), ' -�_9'� ,� .via 100"V4 \ ;g:•+yi; �'T.max:«,.,r: I 4-JO Azl WHICH HAS SEVERE PENALTIES. SITE PLAN & ZONING DATA ' �' �» `` GORES AND REFERENCE STANDARD: . a 1 r+> z \ Vii; A„ ::A :. GENERAL NOTES S( ''- x #° ° - ,� ..,,,.."'"" .`' '� ;`:: vro: • �.,'';.." I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE � .::,.......t.rr qt: W YORK STATE ID \, ( :, : ,,, 2020 NE Y RESIDENTIAL CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE \: d GODS AND 2020 NEW YORK STA E GY TE NER CONSERVATION GONSTRUGTION CO ,,. �.. ,'C,� GJ .ta. €.• \ �F uI .,o"K. , ,'. :K e ,fig. �.•�w•S' ;'e;Ed 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING CONNECTIONS OF WOOD FRAMING AND ,>� ::r:" -b y PAGE. o t' ..l d,r ',♦ Y., �.. ''' \ a�'�.'�".yi n 1•.. ..$�'�6" "07 ?� ''`"'ate CONNECTION TO FOUNDATION - 2018 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERICAN �.. r. :�.;{mp .ex'yti;,"'✓ �,.r;° y`:��<.�f';w! e <: ' ��= a.w .y e.» .„. FORE 4 PAP 550GIA F4 M r _ I . I ,�1> ST ERA TION (A PA) AMERICAN WOOD COUNCIL (AWG). .,§,e 'F.' ':F'�°,: ,�:,,�w•..<u�:"." i'R a.,?.. �"avc' .> f x...r ,a•;rs=, y�X"ai''Edi ,c +a3., 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK. :7TATE PLUMBING CODE. `i\ -�� ..'e,'.�-:•P>»'� ��4Aq�;'"' a'a`° �� ',fit a? �»r ed'�g a,,McP' `� '.�: i v ,:a*.•:S>µ rF.if..2";:.�'��<,. _ � :�.':.W.'x;;at•}.:x >'ttr fid' "M Tri.. +.er' r°,e'� .i$ 3. : F'Sq.a. €.' .''+ ::., Qn`' •=: g.. .s' 9v.�°' x'x v: �:, oAs 0 a :i -€ i" : U U01 �i,,>;:.` •"txY ;e' '_-.R�`��.-,=i•.' .,aa:4. ==a= >� 3 .� �;�~ .n, y. �.�� � ..� � .;.' �'�" �� ,.,N•.�, �.. i _; 4. ALL MEGHANIGA'_ WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE .� _:�•� :� _ .�:• are �=�'�:>,� °, � '�'=�" ,`'��'' ;, w ��.: `. •' �•x; r'�� :�;..> � - :� '`'�,•s.•. ,,:.{» AND 2020 NEW YORK STATE FUEL GAS GORE. 41 ": .r r= .f'•F.s„3 ?� rk.. �'.,.r`�`» * s. ,b` '".: .s. 1.�z..' �' fi 3 3.. s, . &.• k .. P :\:a ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC CODE NFPA '10 AND �: :��: t. i' ..g' ,�..... ^'rf a Ac"'. \\,� y '^."'".:i,:,«�,.?a,«€ ,t<, , » $ +_'; _"•.''" .' « .;' '' \- :r" �,°t:'4°r 's° -4" r 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. DATE: 06 03 21 :•1 '"`vv° P.t��• ��,°,,a4Y,b �, i#,,',; !., .iSy e �:.`\ _\\\ f d I ',?e ra. .s;i'�e,e� �.���:,a"oQ.>�s' �°b !1„�• .8t �t��•'B� .�...< ,,� ,id�, : `.�' � .,,s' i..,r'°'L,:. ?,tr`• .m,'M'<=far "^Tli° "� v" �'G��,` > ° :wr' ,. �'" '.a '��. ",6:w�\ td a, ,,$u, d,•: ..1.':t,. ,„ d �:��, C i• =>s^�-$�v i.r^.sA .A°a `+-'A�» >:av '? ^sqq.s- ,k° '.' r'°aY"'.,* r `^w .saa'r" ''': �,°:.�.. 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'.fie-' ,{, :>X "•4A> ° ,kl'",N�"a• � A"h .d PREPARED BY: �_�:^ '�•Y � ,�:� ;�, as �t... d ,'';.,' D '" .'� ".v, :�•a ,�. . d a .;,}.�" �'�'F =;,"r :t"�,' a4,, ,,T° W..,..., k Fa '$ ''�.°; �'�as. a,�ria=••c" ea'i >r,• a..„. `s 3',: ,dR sa' ,' ,, , +r. i= MICHAEL W. MINTO L.S.P.G. ' �,4,c�,''�` ��°1 .� - t, •,: "� ���"<�»A;. ,�' a ..",<•,,w ° `'e �� '1�'a „�I. �- 3� # "� «,r,�, �g..�� Y+!�;i� :�^'�° -..,,,,,r,.,.:_�"``, 87 WOODVIEW LANE .`ts -Ta" CENTEREAGH, N.Y. 11720 . SITE FLAN TELEPHONE: (631) 580-1202 LOCATION MAF SCALE: 1'-0" = 15'-O" 50ALE: NT5 � O Q U _ NEW PARTIAL HEIGHT ~_ O DEMOLISHED O Z O — WJ CN WOOD FRAME (L.G. STL. W EXISTING TO BE DI WHEN APPLICABLE) � EXISTING TO REMAIN 1 ' NEW FOUNDATION WALL W >- W } NEW WOOD FRAME (L-&- a: Q h . STL. WHEN APPLICABLE) F-- Z O Z NEW I-HR FIRE RATEDElMIN. (2) 2"x4" STRUCTURAL >.WOOD FRAME (L.G. 571.. POST FOR 4" WALLS J WHEN APPLICABLE) FOR b" HALLS),), O O (MIN. (2) 2"xb" STRUCTURAL 5'-0" I6'-lo" 5'-0" U.O.N. C) NEW 2-HR FIRE RATED I r WOOD FRAME (L.G. 5TL_. O WHEN APPLICABLE) FOUNDATION PLAN rdOTES �.' SOU 1 W NEW 4" THK. P. CONIC. WWM SLAB w/b"XW-10110 . . . O O u) O REINFORCEMENT AS PER DETAIL U) _J 00 � rl O N iv Q Z r-I J N �' WCfl LO ri EXIST. WOOD P- = Ln w DECK O J O i EX15TINO DECK TO BE RECONSTRUCTED W O p U W ':•°' ;•,•; ;. :` 6e,SLIDER EXIST.8068 SLIDER EXIST.6068 SLIDER & EXIST,b SLIDER EXIST.B d - - - 0 -. �� G68 O ,vr „ak� -i^xto .:< ::< .:�� .. .. � €' � F �."`.;.�:'?3 ..aa. ��•'`°.,� "off €c 9 1 � �� .<. .. w u� rtf a :" :..' . PROPOSED r�)EMOLITION PLAN SCALE: I/4 I O 11 = I— 11 IIS /Ii I .._.. �<•e��•.�;...f..�•r.��,° „ ye, \\. e � ..... ... �..\.,<�'• °`tib°' I GST VERSA-LOK RE7A I N I NO NALL - I A-101.00 50ALE: 5/4" = I'—O° NOTE: I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) - MA50N TO ADJUST - HCGHT OF LANDING A5 REG'D TO 4" P. GONG. SLAB O COUNT FOR FINISH MASONRY w/bxb 10/10 CTEKvq \'9 2 AG I UPON COMPACTED :2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL O - U -- ® 1:48 AWAY FROM BUILDING CONCRETE UNITS -- (G5T PAVERS) -- -- 13. FOR 5LAE35 ABUTTING FRAMING, INSTALL REBAR BENT TO COPPER FLASHING FROM 12" ABOVE AND SLAB A5 SHOWN • �-—�_________ ADJACENT TO SLAB, BED ALL FLASHING i IN ASPHALTIC MASTIC 1 Lii (1) #4 REBAR ® EA. STEP;3 GYR ® ENDS �—A�7, • A-tol PROJECT: NEW MASONRY PATIO II 42S.F. "? NEW SALTWATER " SCISCENTE i 1011 POOL TO BE dJ MIN. ��i COMPACTED INSTALLED IN AREA O RESIDENCE _ • /�� FILL (LATHAM POOLS GTL) = #4 REBAR ® 10 -- ---- -- - --- ---- -- - 2"x4" KEYWAY r- /���� O.G. (MIN. 3) - in GRADE ;�; '� c'' 3'-0" SOUTHOLD, NY 11971 Q ALL P. GONG. 15'-8" #4 REBAR CONT. ti NOTE: { I ® 10" O.G. (MIN. 3) PROVIDE GLEAN 2 I P` 4,000 P51 (MIN.) A-IOI DRAWING TITLE: SHALL (U #4 REBAR CONT. I � - ----- -- -- -- - - ----- -- - VERSA-LOK SAND FILL #5 BENT REBAR ® 12" O.C. CONSRETE UNITS 1 PROPOSED DEMOLITION PLAN I U #4 REBAR CONT. i� - (G5T PAVERS) ( CHEEK WALLS �; _ PROPOSED FOUNDATION PLAN 13 O O 811 THK. P. GONG. WA1.L r IS" WIDE x 12" DEEP P. GONG. FTG. JI O (2) #5 HOR. REBA,R.--- PAGE: 1 311 y III i EXISTING A-10�lmoo 2 EXTERIOR POURED OONC RF-7E STAIR DETAIL HOUSE NOT PART OF THI5 A-101.00 50ALE: 3/4" = 1'-0" FILING DATE: 06/03/21 2 OF 4 fi ROFOSE17 FOUN7AT I ON FLAN �-- -- — SCALE: I/4" = I' 5� ° e C--,7ENE AL SYl� 500 <EY : ------------ - ------------- ------- �. NEW PARTIAL HEIGHT Q ~ _ EXISTING TO BE DEMOL15HED LLJ Z O WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) J NEW FOUNDATION NEW WOOD FRAME (L.G. WALL - W LLJ >_ Q STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL J Q � Z WOOD FRAME (L.5. 5TL. POST FOR 4" WALLS Fes— J WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL F- Ln Y POST FOR b" WALLS), U.O.N. O Q NEW 2-HR FIRE RATED i O Q Q WOOD FRAME (L.O. 5TL. d dam" m WHEN APPL I GABLE) Z Q FLOOR PLAN NOTES Z ui O STAIR $ RAILING NOTE: J I. ALL NEW 5TAIR5 SHALL HAVE MAX.1-3/4" RI J � Q +t MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 45" HIGH GUARDRAIL d SPINDLE SPACING Z (DNOT TO ALLOW PA55AOE OF A 4" d)SPHERE; � 36 HIGH HANDRAIL d SPINDLE SPAT INC NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE J � O 3. GRIPPABLE RAIL AS PER CODE Z }: 4 CLOSED P. GONG. STAIR: Z � IA I. TYP. 48" RAIL A5 NOTED 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. N LL' W Cfl FASTENING SHALL BE AS PER RAIL MANU. PROVIDE Lo w V-11 i EXTERIOR GRADE PAINT AS REO'D OR POWDER I` O L!') COATING 0 Q 3.5EE FOUND. PLAN B DETAIL O SELF-CLOSING GATE 48" HIGH W U W Q J yJ =fit @Q fi ,4\ �•' �`} \' �' l r f r < � ' SPP"^�. \\r .`" y^ ,f ^ ^ FIBER 55 POOL SPECS.: fi ffi fi fi` r I. MILAN MODEL BY LATHAM POOLS ; 'Jt ° 2.51ZE: 10'X115'X4' DEEP ` r J J A, . > TABS 20"X42" ` 'f` t ^ , = o I o NSW ABOVE . \\. _ J. YJ` GROUND POOL "\' YDS" i� -F ` \••'� _ .' r �x NEW ON-GRADE J , 4y< MASONRY PATIO ERVIOUS PAVERS,� � y` X(�45 .>X"\"<, N O \ fi Kx fi fi fi \,.f. �.• „` „_ \. , J NEW (b)'RI ® t 1.5°"Jf. '' �f"< fi � f v \ �+ RAISED PATIO .. . ' oWN J ` - --- -- - --- ---- — -- .:^ J fi > u1""D (5),Tr ® t 10"r — \ PERVIOUS R' \ (�.�,. \ "f \.fi'.528 S.F. f . ^_ •` ' \ `, „` ,�� . t d' `_` °.�' •._',\f J` �,t ."" Vit , fi " --- ` ' \" r J 10 yell ''.EXIST.6068 5LDER'`, EXIST.8068 SLIDER � � EXIST.8068 SLIDER � EXIST.6068 SLIDER q”Y fid^`. ..' ^ . J \ . , , >� PROJECT: zq"A, ALARM FOR POOL ALARM FOR POOL ALARM F Q OR POOL ALARM FOR POOL SCISCENTE EXISTING HOUSE Z RESIDENCE � ' NOT PART OF THIS '� �.o H FILING n N , I X � W X to 405 LAKE AVENUE SOUTHOLD, NY 11971 FROFOSE17 1�F_GfG FLAN SCALE: 1/4" = 1'-0” DRAWING TITLE: PROPOSED DECK PLAN PAGE: A—Iuffa ■ 0 0 DATE: 06/03/21 3 OF 4 CL ELEVATION NOTF-5 U Q � NEW POURED CONCRETE STAIR W N J W r-I O2 5ELF-CLO51N5 LATE W/ ALARM Q W � � Z 0 0 Z 45" H15H RAILINGLo m 0 O a- Lo w }- Z ` H D cr ZW Q J _J 00 > d' O Z PROPOSED SECOND FLOOR -O- (� — r-I ELEV. +6.5' J r-I C) s Z4 ---- QZ e-1 - -- - T 4- LL- Wcfl PROPOSED FIRST FLOOR :_ crvq = L`7 ELEV. +3.5' .- ��----- - - C) < O ._.............. ........ !... ...__................_._......._. __._. _.._......... -..._.... -__... 1 ..................... .. _............._................................__..__.._..._..._.._.._......--------__.... ._...._..._ ._.._.............v.._........... _......._...... 2 _.. -----___...__--------...._._. w . BASELINE ELEV. +O.O' ------ U w ~ U NSEN ELEVATION (RICHT SIDE) � F/7 I I I 1 i I I I ; II I I it I I � I I III i I - - - -- - ---- --- - :- 7-7-171 I W o f _..........................._.........._._....._......................._...._.......... ................... ___.._._............._._...... ._...._..........v.rv....__v.... .....__.................._ ... I I I ___.__.-__.. _..__..._.._..___.._...___..__..._._..._...... ... ............... ............_. . ... .. ___.._..__.___..__. ................ _.__.._......___.....__......._....._..__.___.......______....__......_.-...__..__.....__..__..__. NORTH ELEVATION (REAR) PROJECT: 5GALE: 1/4" = P-0" SCISCENTE RESIDENCE 405 LAKE AVENUE SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: AT on ■ oo - - DATE: 06/03/21 4 OF 4 I ._........_.,,.._,._.._..._......................................... _._................ .__....._...... .. ._ ............_._....._...._ ..._.._..............._..._. (r h or t"l r t. i� i NSEN ELEVATION (LEFT SIDE) 5GALE: 1/4" = 1'-0" SITE PLAN HATCH KEY: Q. O PROPOSED RAISED PATIO ADDITION Q V PROPOSED ON-GRAD PATIO W z O W N 4„ J W r-1 Q W > cn - r� O . z J ` GNB �Pg\N _ F- L) `S FADE <E O O O a Lo it PROJECT LOCATION & SCOPE m EXISTING RECONSTRUCT EXIST. DECK SITE PLAN & ZONING DATA x p FLOATING - INSTALL FOOL, AND ON O RADE MASONRY PATIO zit DOCK EEXXI`MTPINO MHN at face of PPLO AS �!O ED Q J Bulkhead GENERAL NOTE FRAMING DETAILS �► 00 5q�8 ' DATE• O - P.�`` J � Z � � 045 2pa1E STRUCTURAL DESIGN CHARTS FEE •n ; � Y r-I p 5� PR0.IEGT / ZONING DATA NOTJ. BUILDI G PARTMENTAT Q z 4 1 7G2 H M 4PM FOR THE ® � ,® � PROPOSED DEMOLITION PLANS m N TAX MAP # 1000-80-3-16 FOLLOWING IN �'E TIONS: LL, W C4 EXISTING I -- PROPOSED FOUNDATION PLAN 1. FOUNDATI N- WO REQUIRED BULKHEAD ZONING DISTRICT R-40 NO FOR POUR NCRETE LLO - - 2. ROUGH-F A i G&PLUMBING J O LOT AREA 0,3 ACRES .-INSULATIIO CERTIFICATE OF OCCUPANCY z-1 547; II/28/lgaa ( A- 102 .01 PROPOSED DECK PLAN 4. FINAL-CO �T CTION MUST DESIGN DETAILS BECOMPL E RC.O. 1 ALL CONSTRUCT 10 SHALL MEET THE W CERTIFICATE OF OCCUPANCY -- Z-18264; 8/8/Ig5q REQUIREMENTS,6F ":CODES OFNEW � CERTIFICATE OF OCCUPANCY Z-2413q; 1/24/Iggb YORK STA E.- IESPONSIBLE U I -- --- -- ,O PROPOSED EXTERIOR ELEVATIONS W CERTIFICATE OF OCCUPANCY Z-30860; 4/Iq/2005 w = J m ( FEMA FLOOD ZONE AE U J � m r Q LOT COVERAG - -- NOTES SPEG I F I GAT I ONS DESCRIPTION (FOOTPRINT) AREA % LOT IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER COVERAGE TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK TOTAL LOT AREA 11,665.0 S.F. I --- GENERAL EX15TINO BUILDING 1801.0 S.F. 15.4% I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE BUILDING dJ - DEPARTMENT. \ 2q.5' I O PROPOSED MASONRY DECK 528.0 S.F. l 4.590 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. NEW ON-GRADE N ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING STRUCTURE/SITE SHALL MASONRY TOTAL AREA OF ALL STRUCTURES 232q.0 S.F. 20.090 BE FIELD VERIFIED BY GENERAL CONTRACTOR. PATIO KNe 5� "MAXIMUM LOT COVERAGE ALLOWED - 20% (P RVIOU5 I 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES AVERS) AND AUTHORITIES HAVING JURISDICTION. 10.6' o. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY j �///////////�2 8/ \. \\ .\\\ OF THE OWNER/BUILDER 10. is- j / ��\�� REQUIRED SET - � - -\ , �� BAGKS MAIN BUILDING z I /A.G. POOL .0 - - -- -- _- ..- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS Z 405 HEIGHT FENCE •�j � \\ � \ \ I AROUND EDGE OF ,�� EXIST. PROPOSED SHALL BE CLARIFIED WITH THE ARGHITECT/ENOINEER BEFORE PROCEEDING 0 RAISED PATIO I _� RAISED REQUIRED (HOUSE) (DECK) COMPLIES WITH THE WORK. F PATIO (PERVIOUS, / PAVERS) _ 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE z m% -_� FRONT YARD 35.0' 42.2' q6.5' �' UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. V z G� 1�.3 0 SETS I SELF-G SING - 7, CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS Z Q P RELOCATED I rR�STL� �- GATE W ALARM SIDE YARD 10.0 10.0110.6 Y BEFORE THE START OF FRAMING � p 5 OUTDOOR SHOWER _IQO ALARMS ON _ ALL SLIDING I 0 z 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 0 BOTH SIDE YARDS 25.0' 26.3' 2'l.q' Y � O DOORS ILL q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 5<- V 48' o I 3 REAR YARD -75.01 q5.2' 77.5' Y w v 10. OWNER/BUILDE'R ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. w T [� I Q I Ln OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL I w to II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE p z �I VI EXISTING N ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. I STORY FRAME Q 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERV15ION OF THE WORK AND 15 V p ml RESIDENCE Q RESPONSIBLE' FOR DESIGN INTENT ONLY. Z 0 O N of w I z (V I 1 0 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. Lu d Z .n 14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL TIMES. AT THE O It w QI I COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, 0 ETC., GLEAN GLASS AND LEAVE WORK BROOM GLEAN. Lu ei O 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL LIABILITY _ INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. N 1 I I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE cb SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. Q O 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/EN6INEER, NEW AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE' PROJECT: K'� S.T. I `DOF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,LOSS OR EXPENSE (A) IS ATTRIBUTABLE `�" y 35 FRONT SETS TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF r TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE SCISCENTE CONTRACTOR,ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF RESIDENCE NEW I THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR J Q L P NOT IT IS GAU5ED IN PART BY A PARTY INDEMNIFIED HEREUNDER. >W ;PROP. \' - NE I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION N �' E.P. NEW ` ,',�_ , L.P. ; { ON INCLUDING BUT NOT LIMITED TO u j l�Q _ L.P. NEk4 ( FORM-WORK,BLOCK-WORK,FRAMING, NAILING,PLACING OF CONCRETE,ETC. ARE TO BE NEW``;-�'�.�„ L.P. (SPR P.` CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWING5,SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE 405 LAKE AVENUE ARGH�IT-;,5 ANGINPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE R. SOUTHOLD, NY 11971 L.P. /PROP. NEW EX15T. COBBLESTONE CURB Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED,UNLESS - TO REMAIN; DETACH 4 RESET FOR EXCAVATION AS REO'D _. OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REC�UIRED ALL EXISTING WORK WHICH INTERFERES DRAWING01 TITLE: �, , *_ I , , " " �,.. w r WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. PROJECT LOCATION &SCOPE �" 60.00' . - .. ``` r + I SITE PLAN &ZONING DATA 4 00'00 W s i %rr `L. ,: T;,. rxj _;r F __ g�= r 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S SPECIFICATIONS, UNLESS -+ i F # "`� ._ __ .�-«• �.., I- '' NOTED OTHERWISE. + -x . . �_� • ,.�-_•_e • �a, ._: =F GENERAL NOTES 22. PROVIDE FIR°BLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE UNDER M '� . `.: ;« I'.b"""""�'T�`•'r, •` m r = FEDERAL LAW B THE ARCHITECTURAL WORK5 COPYRIGHT PROTECTION ACT OF IggO (AWCPA), PPR -_ r "` .d *. , ter~ _ e"`""`": 5'A Ff*" f .. pd ., WHICH HAS SEVERE PENALTIES. PAGE: CODES AND REFERENCE STANDARD: 1. ALL NEW WORk PERFORMED SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE, �,�,7' ry `�"`a . . •�. '-at!^•••^x'•' - ;, t, p 4`: _. ^r+' 2020 NEW YORI`STATE RESIDENTIAL CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE - CODE, AND 2021 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION GODS. -001001 D�� Y s F � • '," F+, }" ""7' ^�`�� �' f'_�; 2. REFERENCE 5'ANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF WOOD FRAMING, CONNECTION TO`OUNDATION - 2018 WOOD FRA ME AND - •'>� `� .I � ,'` `; k ;, ,` ',:+Wl- . ME CONSTRUCTION MANUAL BY THE AMERICAN .�Tt y '� ' p --.. � :, -�...� � FOREST 4 PAPE',ASSOCIATION (AF4PA) AMERICAN WOOD COUNCIL (AWG). ',RRA, _ DATE: 10/06/22 1 OF G kkk a( +1 3. ALL FLUMBINCWORK SHALL CONFORM TO THE 2020 NEW YORK STATE PLUMBING CODE. `� ,*»a;, � `'�*•i'�`"eh'!�`. .�•„�""�.�, •�;. •t��,, - ' 2 s; e,r�a'{i ,�' :',,�/r•+i-a�r Y,r..; _ �`3=w'•t � "°i � '� Y � �„ 'v = • ,«'`:�'�`" 3 ..�: •. •a+ ,(rF •%� .c . m�, __''' ..""s �t7le � are' ., ,+ t 77 4. ALL MEGHANI (AL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. SITE LAYOUT NOTES: _ 'r . "''" �• ,p • �' rl Jd•"„ r , r w R, 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"7 NATIONAL ELECTRIC CODE, NFPA-10 AND I. THIS 15 AN ARCHITECT'S SITE PLAN IS �� '- �; : ' ' a ' ' " * "�# R a, ' „ £ : ? 2020 NEW YORK STATE ENERGY CONSERVATIONCONSTRUCTION SUBJECT TO VERIFICATION BY A LICENSED 4 ~' CODE. C.Frya��c SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE y4 m° ;., * F. t�4r° �' ; `, '' •Et .P`'' "• ,C�`� �1 ARCHITECT'S BEST OF KNOWLEDGE. �» �., i :a . mow` a «° . M !,l;v Ati 2. SURVEY INFORMATION AS OBTAINED - Z D LS DIV W er"a a k FROM A SURVEY DATED 11/25/2020 AND ` ` f'. _ ~-' `' PREPARED BY: I'.• T r r, t, r ,..r i v e h v r r VCl' v Gl(_C �� `{ ktly 3-r' MICHAEL W. MINTO, L.S.P.G. gip, �.tt pl._,r .H+ p ( '• �' y •'ai.`. ° (k' `., _ ,.` ?�tr {�T� Q� � 8-7 NOODVIEW LANE 1 �. a s ,•, ,, '�7'+. y0 GENTEREAGH, N.Y. 11720 ----x" - : -� ::: '_°..i.. TELEPHONE: (631) 580-1202 �T . (.* v, 1 SITE FLAN LOGAT ION MAP TOWN CY 13,0 IT 3407,E SCALE: P-O" = 15'-0" SCALE: NTS _ EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT LL 2 N WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) I J X-I EXISTING TO REMAIN vi A. NEW WOOD FRAME (L.O. NEW FOUNDATION WALL = >: _ Q W >' 5TL. WHEN APPLICABLE) _ ir m Z NEW I-HR FIRE RATED' MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS :2 J 0) 0 WHEN APPLICABLE) MIN. 2 2"xb" STRUCTURAL Lo POST FOR b" WALLS), U.O.N. Q NEW 2-HR FIRE RATED O O Q WOOD FRAME (L.6. 51-L. (L In cr WHEN APPLICABLE) Z m O Z LU Q J 00 ----- ---iii iii---------� Z EXIST. FLOOR SYSTEM EXIST. EXTERIOR WALL ___-_ __-�I Ir___ y J � AS NOTED ON PLAN EXIST. (2) 2"xb" P.T. \\ O Q Z DROPPED BM. 4 P05TS /-------- ----- i i --- - -----\ m J N TO BE REMOVED AFTER // I I \ \ LL W (D PLACEMENT OF ✓ --------- --- I I I ----A LO Ix vi TEMPORARY SHORING / I \ I` � L0 -------- ---- ------------ O nmr C� 1111 Zs ur I I 2"x12" CONTINUOUS PLATEI Lu m ®®� �`` m EXIST. FOUND. WALL NAIL TEMPORARY SHORING MEMBERS THROUGH EXIST. WOOD PLATE INTO EXIST. F.J. w/(8) IOd COMMON cV I I DECK I NAILS ® EACH SHORING MEMBER I IzZ, 1 0 I IF F.J. SPACING EXCEEDS SHORING SPACING, I I EXISTING DECK TO I W PROVIDE CONNECTIONS BETWEEN SHORING I I BE RECONSTRUCTED F V MEMBER d PLATE,AS WELL AS BETWEEN I I I = J PLATE 8 EXIST. F.J.,SEPARATELY. PROVIDE I I I U J (8) IOd COMMON NAILS AT EACH CONNECTION - EXIST. GRADE - 11 I M DEMOLITION NOTE: EXCAVATE EXIST. GRADE 1 I I PROVIDE SHORING AND SUPPORT TO ALL AFFECTED . , AS REOV FOR PLACEMENT I I STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF TEMPORARY SHORING M q 8 q I OF ANY DEMOLITION OR CONSTRUCTION. 11 I (2) 2"x8" ® 12" O.G. TEMPORARY SHORING; PROVIDE (3) 2"x8" MEMBERS BENEATH EXIST.6068 SLIDER EXIST.8068 SLIDER EXIST.8068 SLIDER EXIST.6068 SLIDER EXTERIOR SIDE-WALLS (EAST 4 WEST WALLS) o o TEMPORARY SHORING/DEMO SEQUENCING NOTES: p p I. INSTALL TEMP. SHORING PER DETAIL I/A-101. i NAIL TEMPORARY SHORING z ? 2.REMOVE EXIST. DROPPED BM. 3 POSTS. INTO PLATE w/(8) IOd : 3.INSTALL NEW SILL PLATE d ANCHOR BOLT5;PROVIDE COMMON NAILS ® EACH STRAPPING FROM EXIST. STUDS d F.J. TO NEW SILL PLATE. SHORING MEMBER m m 4.INSTALL NEW P. GONG. FOUND. WALL PER DETAIL 4/A-102. F F 5. REMOVE TEMP. SHORING. 2"x12" CONTINUOUS PLATE N T X X Lu w W NAIL 2"x12" PLATE INTO EXIST. GONG. IV z FOUND. WALL ® 12" O.G. w/(4) X-CP 72 P8 z 536 31N. GONG. NAILS BY HILTI (OR EQUAL) PROPOSED DEMOL 1 TI Obi PLAN i= 50ALE: 1/4" = P-O" 0 z "" o o � za U- TEMPOi AR-l' SHOR I NO DETAIL N O X Y W U W A-101.01 � o 50AL 3 4" = 1'-O" a Zz Z oz N O I U W z O FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: EL NEW REINFORCED P. GONG. SLAB I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - OI I. NEW 4" THK. P. GONG. SLAB vd/b"xb"-10/10 W.W.M. UPON FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTt^lARD AND O U It N 2. 4" (MIN) GRAVEL BASE UPON DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS e-I 3. b MIL POLY VAPOR BARRIER 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION VERSA-LO -- OSHALL BE DEWATERED. THE POUR 51TE SHALL REMAIN DRY FOR CONCRETE It N NEW UN-REINFORCED P. GONc:. SLAB CONCRETE UNITS 2 ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER 9 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON (GST PAVERS) � Q 2. 4" (MIN.) GRAVEL BASE UPON, ENCOUNTERED 10" 3. b MIL POLY VAPOR BARRIER 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS a o - - - - - - - - - - - - - - - - - - rl TYPICAL P. GONG. FOOTING it WALL CONSTRUCTION: O3 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT ° _ _ - T 2b DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE I T ' a I PROJECT: d SILL SEAL 10'-10". • ANCHOR BOLTS AS PER PAGE: 6-003 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED • P. CONG. FOUND. WALL AS PER DETAIL UPON CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT 2 • P. GONG. FOOTING AS PER DETAIL A-lot . • I ; I NEW S C I S C E N T E • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR NEED TO BE EPDXY COATED J • B.O. FOOTING 3'-O" BELOW GRADE MIN. b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I I MASONRY PATIO • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN I I I ry RESIDENCE APPLICABLE) SHALL BE STAGGERED I I 421 S.F. • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / '1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN I NEW SALTWATER I I44 STOOPS(WHEN APPLICABLE) PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, I I NOSTOL TO BE ALLED N AREA • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET COVERAGES, AND PLUMBNESS O. FOR HEIGHT OF WALL d SLAB(WHEN APPLICABLE) (LATHAM POOLS GTL) I. • PIN NEW FOUND. WALL 8 FTG. TO EXIST. FOUND. WALL a 8. GEMENT SHALL CONFORM TO A5TM G-33 FOR STANDARD WEIGHT I 1 I I 405 LAKE AVENUE FTG. CONCRETE I I I I SOUTHOLD, NY IiWl OSTEPPED FOOTING r 4 NEW FTS. TO STEP AS NEEDED TO ALIGN WITH EXIST.FTG., CONCETE - GOLD WEATHER POURING s CONCRETE MIXTURE AS PER DETAIL 5/A-102. V.I.F. EXIST. FTG. DEPTH. DRAWING TITLE: I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - ti I i UNDER-FLOOR AREA VENTS CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE " ONEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE - - - - - - - - yy 2020 IRC R408• INSTALL AS PER MANU. SPE WITHIN I 15'-8". . t 3 PROPOSED DEMOLITION PLAN PROVIDE GLEAN ( o-lot PROPOSED FOUNDATION PLAN 3'-0" OF BUILDING CORNERS 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS 4 VERSA-LOK SAND FILL CRAWL SPACE AGGESS HATCH: I CONCRETE UNITS 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I CHEEK WALLS O DEMOL15H PORTION OF EXIST. FOUND. WALL AS REOV TO CONFORM TO AGI 306. I (GST PAVERS) I PROVIDE NEW 36"x3b" ACCESS HATCH. PROVIDE NEW(3) I m I I 13'-0" 2"x8" P.T. HEADER ABOVE. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I i - SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I i- I PAGE: OHOLDOWN: TEMPERATURES WITHIN 10° F OF CONCRETE. w. O NEW HOLDOWN AS PER PAGE 6-002 yl/ I I 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 2 I ( �I I i REMOVE AS REOV. :101■ 0 :1 SOIL BEARING CAPACITY NOTE: - - - - - - - STRUGTURAL DESIGN OF FOOTINSS ASSUMES A SOIL b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE v BEARING CAPACITY OF 1.0 TON/5.F. PERMITTED WHEN NECESSARY. I - - '- - - - - _ _ - - _ - - - - - AND SHALL BE WITH1. FORMHORK SHALL BIN TOT F OF CONCRETE TEMPEA MIN. TEMPERATURE RA3TURE OR HIGHER I '• 7 7 o Q s I DATE: 10/06/22 3 OF 5 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE `I' �' � 2 NEW GRAWLSPAGE 2 � `� PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 I 5 x x 5 (ASTM C414/G494M, TYPES G AND E). 1 (t 136 5.F) iu 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL - - I EXTEND NEW ' AREAS EXCEED ONE SQUARE INCH. EXIST.(3)2'x12"GIRDER - ! ' SPREAD FTG. AND NEW WALL r.> P�`° 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 3 TO EXIST. HOUSE TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I REACHED A COMPRESSIVE STRENGTH OF 800 PSI. 6 SPREAD FTG. TO 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 MATCH NEW FTG; EXISTING HOUSE PROVIDE TREATED � t ��'�,G'•• . � �`���-�+. 4X4" P05T 24" O.G. NOT PART OF THIS FILING W/SIMP50N BASE 8i HDR. CONNECTORS �� Q�1i-4�h ��Q' 50ALE: 1/4" = P-O" OENER,,�\L 5)'1 BOL EY : a ` v NEW PARTIAL HEIGHTQ ~ _ EXISTING TO BE DEMOLISHED 2q_b W N WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) - J r'I EXISTING TO REMAIN W � NEW FOUNDATION WALL NEW HOOD FRAME (L.G. Q W >- STL. WHEN APPLICABLE) - _ Fm- Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O J = Z WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLSJ - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O o POST FOR b" WALLS), U.O.N. m a), 0 NEW 2-HR FIRE RATED O 00 WOOD FRAME (L.G. STL. a Lo m WHEN APPLICABLE) FIBERGLASS POOL SPECS.: Z d' m I. MILAN NOVEL BY LATHAM POOLS O 2.SIZE: 10'XI5'X4' DEEP FLOOR PLAN NOTES m: m STAIR 4 RAILING NOTE: Q W O J I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 27-10 00 3 MIN. 10" Tr - RISERS SHALL $E CLOSED J 2. 4b" H16H GUARDRAIL E SPINDLE 5PAGING Z NOT TO ALLOW PA55A6E OF A 4" 4) SPHERE; 36" HIGH HANDRAIL d SPINDLE 5PAGING NOT TABLE J vq 'ri TO ALLOP4 3. GRIPPABLE RAILAAS PER CODE SPHERE 120'X42' N Z >- 4 CLOSED P. GONG. STAIR: IA I. TYP. 4bm JU- w N " RAIL AS NOTED - Z � 2.RAILING SHALL BE WROUGHT IRON OR GAL\/. STL. U- FASTENING SHALL BE AS PER RAIL MANU. PROVIDE EXTERIOR&RADE PAINT AS REOV OR PODER O NEW ABOVE O N _ LO W COATING GROUND POOL 0 3.SEE FOUND. PLAN d DETAIL r'I J O O2 SELF-CLOSING GATE 48" HIGH 15'-0" 12'-4 NEW ON-GRADE MASONRY PATIO W ' PERVIOUS PAVERS 545 S.F.10 i 0 W ~ U _ J RAISED PATIO �� NEW (6) Rl t .5" 0 % J in (5) Tr at 10" Q PERVIOUS.PAVERS I 528 > o a<q" EXIST.&Obb SLIDER EXIST.6066 SLIDER EXIST.bobb SLIDER EXIST.6068 SLIDER q",p a id O q'V ALARM FOR POOL ALARM FOR POOL ALARM FOR POOL ALARM FOR POOL fq 7c Q 3 EXISTING HOUSE 3 A� NOT PART OF THIS F FILING n N H X N w X W � ROFOSED DEG�G PLAN C z O SCALE: 1/4" = I'-0" o z Oz U O O [~ z Q � D O z u. F- O N X Y W w c W W zz 0 � o � � U PROVIDE 3"(MIN.) GONG. COVER w Z U OF ALL REBAR WITHIN P. GONG. 2 FOUND. WALLS d P. GONG. FT6'5. PROVIDE STRAPPING 6 NAILING AS O cr w NOTE: PER "TYPICAL NAILING/STRAPPING 0 o rn REQUIREMENTS FOR UPLIFT,SHEAR, I. IF FINISH MASONRY USED (SUCH AS FILL CAVITIES BETWEEN F.J. w/ d LATERAL RESISTANCE" ON PAGE w �{ BLUESTONE) - MASON TO ADJUST FI$ERGLASS$ATT INSULATION G-002 ® EA. STUD. HGHT OF LANDING A5 REQ'D TO 4" P.GONG.SLAB (IF NOT ALREADY PRESENT) V.I.F. NUMBER OF STEPS REQUIRED ACCOUNT FOR FINISH MASONRY w/bxb 10/lo WWM N I" UPON COMPACTED NEW (2) 2"xb" P.T. SILL PLATES ' 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP) ® 1:48 AWAY FROM BUILDING FILL EXIST. FLOOR SYSTEM UPON SILL SEAL UPON COPPER Q o NEW #4 CONT. HOR. REBAR PROVIDE 3" (MIN) GONG. COVER H Q A�--F-"f 10 TruP ux*i" - o > TERMITE SHIELD FOUND WALL(2 TOTAL) ® TOP 4 BOTTOM OF OF ALL REBAR WITHIN P. GONG. A5 NOTED ON PLAN 0 e-I __ FOUND. WALLS � P. GONG. FT6'S. 3. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO PROJECT: t ^ ' 1 , ()at 1 F= COPPER FLASHING FROM 12" ABOVE AND SLAB AS SHOWN �. — -----`-- •� _� N INE OF PROP. RAISED PATIO ^:FrC?„T IN ASPHALTIC MASACENT TO BGBED ALL FLASHING °/ y° \/\\ \\ \\ z \ NEW METAL FLASHING; INSTALL S C I S C E N T E �f re'' . '� "J, • /r/ / \ - ABOVE EXIST. SHOE PLATE TO I 4 REAR ® EA. V, ��/ 6 \/ � �� = z _ _BELOW NEW SILL PLATES c- __ �_ °=e e - A Id -�_- RESIDENCE r�-rr _ r�. fr ^a� I = ~-`',�'._�:;A`. .!,�' ("•rt.-Tti'Tt7:`-•. T'�"��w"(`wa^..�. .-�,`. () # cL�� °\ \ \ \\//\ \ 1 —a� d .4 e j>. P'- y �' r� .-� r a STEP;3" C\/R, ® ENDS / / / / / / / G, _ _ NEW P. GONG. FOUND. <I tl • A. G. I �F.� _rw. F �- �r 3I �.:'n /\,\,\,\,\,\,\, III 1 1 d ��,�\-.a-�►.ht zr +j�i,#K �dfe *'r.-- q ^" _ Tires , '. 1S J"[llb,,; \/\/\/\/\/\/\/\/ > II ° NEW 5/6'0 HOOKED ANCHOR— WALL (MIN. 4,000 PSI) =_ ==kb ,. " • ' ila 4 \\ \ \\ \\ \\ \\ \\ \\ \\ II a - BOLTS ® 3q" O.G. w/3" — -- e < .. . . . d. \//�////\//\//\//\//\//\//�// <_ ,I SQUARE WASHER d ENDNUT; — . `II `d 11.'d NEW#4 VERT. 11 INSTALL PRIOR TO REMOVAL ° all" • REBAR® 48" O.G. 405 LAKE AVENUE I - OF TEMP. SHORING GONG. — II ° a° a X-1 MPACTED /\/\/\/ 1 -POUR FOR NEW FOUND. WALL\ \ \ NEW P. GONG. FOUND./\// / FILL /\/\/\/ WALL (MIN. 4,000 PSI) I • aI%'�/ \/\\/\\/\�\\�\�\ \ \ \ > 9r ° � : ' e SOUTHOLD, NY 11971 .•� ,>. n T t </. ff / _ASPHALT DAMP ( NEW#5 HOR. REAR - II e d e :° e I I <. \/\ 4 " ' "• + '. ^�� " [ / / \O.G. (MIN. 3) PROOFING TO EXTERIOR SPACED VERTICALLY 2"x4" KEYWAY r /ii. \ \ \ \ \ \ \ \ \ I 12" O.G.;DRILL d d it °. s g . ' d II Ile. a DRAWING TITLE: ^." ,s -t�r T)' •° ° i j/// ,\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ NEW #4 HOOKED VERT. a l $ EPDXY PIN 4" INTO " e .e ,II ° �I e „ I EXIST. FOUND. WALL ': a' /\/\/\ \/\/\/\/\/ REBAR ® 48 o.c. ll U51NO OUIKRETE 11 . • ° II PROPOSED DECK PLAN t GRADE ✓iii° �,,// // // / // // // // // // // // // // > . I1 - I EXIST. 6RADE1 �_ .. II, \\ \\ N\//\\ \\ \\ \\ \\ \\ II HIGH-STRENGTH ,a JJI ° a e ue GRADE DESIGN DETAILS #4 RESAR CONT. / / �- /tib/ \/\ \/\/\/ NOTE: /\/\/ NEW #4 HOR. CONT. REBAR a TOP ANCHORING EPDXY 11 a + II d / / // // // // // // / / / / 8 • . e . : n rwr. > ® l0" O.G. (MIN. 3) \\ \\\\ rp \\ \\ \\ \\ \\ \\ ALL P. GONG. \/\\/\\/ # BOTTOM OF WALL (2 TOTAL) •II : - I ( x I ( I I I (OR EQUAL) 91 \ \ /\ \ \ \ \ \ SHALL $E \ \ I Q e e �';;. k ,:' _ �, ►.+ :Y \.. _ �' C .} t+ ta. i:r�,''> I / /j c �e/ // // // // // // I �— 1P. A. W. :. ~! ? . :a:�` ,+ tk t• � � (I) #4 REBAR CONT. II°a \/\\/ V\\/\\/\\/\\/\\/\\/\\ 4p00 PSI (MINJ \/\\/\\/ I� _ d II d . . • dll •q .'` f r f+ t°� ■ #5 BENT REBAR ® 12" o.C. \ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// �r 91 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ NEW P. GONG. CONT. FT6. I I z q" II d•'. - a ' u . ! ,:::•� ;.$ L7 '`'t.,l c° f1l4'-:- 1:: V:0 4 /'F `f+i z (1) #4 REBAR CONT. Il \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// > (MIN. 4p00 PSI) I. - A,- EXIST. FOUND. WALL MIN <tt� d• PAGE: Ito / / > NEW(3) #5 HOR. CONT. REBAR I p_ b" THK. P. GONG. WALL I . / // // // // // // // // // // // DRILL a EPDXY PIN II d.a • d II I \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ NEW 4" P. GONG. SLAB I I .' _ - tn- .e e PAN Ul L 1 to L I w, L t tY i P#�t (fl I \ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ I MIDDLE #5 HOR. _- _-__�. p° �`^ � ' f(1 n a 11 REBAR (I OF 3 NEW L d ° - II a .. e )d Ib" WIDE x 12" DEEP I \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// ° ° !I _ d il, : m A-102m0l P. GONG. FT6. 11a s \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ A.\\ \\ ° d :o I '• II d.. 11 . c JJ // // I d PIECES) 4" INTO c__q __-- _ --_-- _= la------_ _11__� (2) #5 HDR. REBAR--. �' ((� )�"(y� � (•y� )` l - EXIST. FOUND. WALL I I a I I .'4 .°-I :�<-----,11---. °' 111 1" (J !� USING QUIKRETE dIh •. II II .v ° • // // // // // // // // // // // // // // // // NEW b MIL POLY •. � dJl - HIGH-STRENGTH �I�-- -- 11 Q .m ANCHORING EPDXY =- =_- �-- -` --- - -- MOISTURE RETARDER - --It------ - 11-•-a------rr-�=:==`a - DATE: 10/06/22 4 OF 5 _ — I I I - I I - I I - (OR EQUAL) II a• ,I I I d. > NEW 4" GRAVEL BASE 3' — I 3" • ° 91 ' ° > PROV. GLEAN NEW #5 HOR. REBAR = __ _Y--°_� -COMPACT FILL I II • n ' (3 TOTAL) - DRILL d II NEW #4 SENT VERT. REBAR EPDXY PIN b" INTO I� ° . II Ib" O.G. HOOKED BENEATH .,* _ d l EXIST. FTG. USING =_ _=^=IH-'- _-_-_�-= HORIZ. REBAR (MAY OMIT AT DA &C. all ,_4„� : ° LOCATIONS OF FULL-HEIGHT �-N ' �'/ HIGH-STRENGTH 11 ANCHORING EPDXY Il.d REBAR ® 48” O.G.) �GJ \at �4, (OR EQUAL) z 1= II �° NEW Ib" WIDE x b" DEEP. �!S mss, - P. GONG. STEPPED FTG. , (MIN. 4,000 PSI) O MIN. _4: '_`�" NEW #5 HOR. REBAR (3 TOTAL) EXIST. FT6. 3.. MIN. 47 C' 2 ) CST VERSA-LONG RETA I N I NO NALL rfEXTERIOR POURED CONCRETE STAIR DETAIL q- FOUNDATION WALL DETAIL STEPPED FOOTI NO DETAIL > ,0-102.0 SCALE: 5/4" = 1'-0" A-102.01 SCALE: 5/4" = P-O" �`-102'01 SCALE: 3/4" = 1'-0" A-102.01 SCALE: 5/4" = P-0"