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Home My WebLink About49906-Z fTOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE " SOUTHOLD, NY AV 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 #: 49906 Date: 10/18/2023 Permission is hereby granted to; Austin, Christopher 915 Bun aloes Ln Mattituck, NY 11952 To: demolish existing dwelling and accessory building and construct a new single-family dwelling with a swimming pool addition as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals with flood permit. At premises located at: 2200 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.4-5.1 Pursuant to application dated 6/16/2023 and approved by the Building Inspector. To expire on 4/18/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,519.20 CO -NEW DWELLING $50.00 DEMOLITION $619.60 DEMOLITION $96.00 Flood Permit $100.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 Building Inspector TOWN OF SOUTHOLD � BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49906 Date: 10/18/2023 Permission is hereby granted to: Austin, Christopher 915 Bun aloes Ln Mattituck, NY 11952 To: demolish existing dwelling and accessory building and construct a new single-family dwelling with a swimming pool addition as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals with flood permit. At premises located at: 2200 Dee Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-4-5.1 Pursuant to application dated 6/16/2023 and approved by the Building Inspector. To expire on 4/18/2025. Fees: Total: $3,634.80 Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://wwwsouttioldtoiynny.gov Date Received APPLICATIONIT For Office Use Only PERMIT NO. Building Inspector:,� � � JON Is Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an rJ Owner's Authorization form(Page 2)shall be completed. Date:6/12/23 OWNER(S) OF PROPERTY: Name:Christopher & Elizabeth Austin SCTM# 1000-123-4-5.1 Project Address:2200 Deep Hole Drive, Mattituck Phone#:631-466-0124 Email:christopher.austin@rtspecialty.com Mailing Address:PO Box 15 Laurel, NY 11948 CONTACT PERSON: Name:Megan Carrick Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:631-804-3796 Email:megan.cmtarchitecture@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:516-702-3519 Email:cdthomas63@aol.com CONTRACTOR INFORMATION: Name:TBD Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair *Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? DYes ❑No Will excess fill be removed from premises? ❑Yes 0No 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 I this property? ❑Yes *No IF YES, PROVIDE A COPY. I@ Check Box After.Readiflgv The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building 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 building(s)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. Application Submitted B (print n uthorze pp Y�p at�ie),, Aid�� "� �i � Agent Downer Signature of Applicant: ` bate: STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �11L (Contracl~or,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this jday of� .�. ..�......��.. .�ZD �Nbta4 Pu c Erin Murphy-Apicel!o Notary Public State of New York PROPERTYC.)GMl :R AU„I HORIZAI ION County of Suffolk (Where the applicant is not the owner) p ' 101 (Where Expir s Aprl!14,20 Christopher Austin residing at 915 Bungalow Lane Mattituck, NY 11952 Charles Thomas/ Megan Carrick do hereby authorize to apply on my be the Town of S ho Building Department for approval as described herein. 6/12/2023 Owner's Signature Date Christopher Austin Print Owner's Name 2 CHARLES M. THOMAS R.A. PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (51 6) 702-3519 CDTHOMAS63 @AOL.COM JULY 26, 2022 Town of Southold Building Department Re: Austin Residence 2200 Deep Hole Drive, Mattituck 1000-123-04-501 Amanda Nunemaker, This letter shall serve to certify that the scope of work proposed to the above referenced property will not redirect water from the site due to the added fill. This will be possible due to the following proposed actions: - Site Design/grading to storm water retention on site through the inclusion of leaching structures (drywells). - Having all gutters and leaders piped to drywells. Thank you for your attention to this matter. Please contact my office by email or telephone with any questions you may have. My email address and telephone number are listed above. Very truly yours, CHARLES M. THOMAS, R.A., July 25th,2023 Building Department—Town of Southold RE:2200 Deep Hole Drive Mattituck, NY 11952 This letter shall confirm that there is currently no gas hook up at the property listed above. It is my understanding the neighborhood does not have street gas available currently. Please feel free to reach out with any questions. Regards, , Christopher Austin—Owner 631.466.0124-Cell NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division or Environments)Pern'Im Region 1 SUNY*stony Brook,So clkle,Rood.Stony Brook NY 11790 P.(631)444.03651 F:(631)444-0360 ntivnv dec ny gov 1,ETTI; 1F I�I'O�ILlR15IlCTlOI 1DaAL.WETLANDS,ACI August 8,2017 Thomas A Palmer Irrevocable Trust by Marilyn Kindy PO Box 643249 Vero Beach, FL 32964 Re: Application#1-4738-04550100001 Thomas A Palmer Irrevocable Trust—2200 Deep Hole Drive SCTM#1000-123-4-5.1• ---- - Dear Ms-Kindy: Based on the information you submitted the Department of Environmental Conservation has determined that the functional bulkhead was constructed-before August 201977,as shown on the Tidal Wetland Map#705-5401. Therefore,the property landward of the bulkhead is beyond Tidal Wetlands Act(Article 25)jurisdiction and no permit is required for work landward of this structure. No construction,sedimentation,or disturbance of any kind may tape place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project Ci-e. a 15"wide construction area)or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, ark Carrara Permit Administrator cc: Eileen Rowan BMHP File ww is I aw1matt rt W nran,tw P4tv(COfktlel41 consemtiart Scanned by CamScanner oil I> BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.10315 z DATE: FEBRUARY 15,2023 I ISSUEDTO: CflBlMPHER&ELI!ZA8ETHAVSTlN PROPERTY ADDRESS: 2200 DEE HOLE 12BJVATTITYCK SCTM#1000-123.4-5.1 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 Februaryl5.2023.and in consideration of application fee in the sum of2S 50.00 paid by "hri taa u.twn,and subject to , the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Welland)Permit far the exisliag house,foundation,and shed to be removed.Proposed 2 story*39.5'x i5'irregular house to be tonstructerl with 1118'x+7.7'front parch, t30,fr'x*22.5'attached garage,and pervious driveway. 513"x kill'"second story rear balcony to extend over 122,5"x 05'irregular rear deck. Additional*5'x 2.7'arta of deck to be covered.*14 x 128"pool to be installed. Pool to be e31'deep.Pool'and deck to be elevation 9.5%Stairs front deck to be AS'x 16'and have pool safety,gale.Pool to be connected to drywall as noted on plansu Native vegetation to be planted along seaward side of pool and deck.Front yard to be regraded within retaining;walls. 1105"retaining wall to be installed"'off western property litre,perpendicular to the street. Arta between retaining wall l and property line to be vegetated. Tap of retaining wall to be*411 at seaward terminus. 1100"retaining wall to be installed along eastern property lino, *20'retaining"wall to run parallel to street and connect with house as shown with stairs for access to rear yard."fop of retaining wall not to exceed 18"above grade,bottom of retaining wall to be,*5.2',Native vegetation to be planted along seaward side of retaining walls running parallel to street. 1380 cubic yards of elean fill to be used.Rain;garden to be installed'by terminus of wwestern retaining wall, $'X50' native vegetated buffer to be installed along western property line as shown, rw`x 65'native vegetated buffer to be installed along eastern property line as shown.VA system to be Installed In front yard.Existing septic to be abandoned in accordance with SCDHS specifications.Water and electric to connect to boost,.Overhead electric to be removed for new underground electric.Propane tank to be in front yard and connect to proposed house.AC units and house generator to be located'next to garage on wrest side of garage"Proposed bilco doors to be located an West side ofhouse,along with pool equipmeaL Mica doors to lead to trawl spate.'Floor of trawl spate to beat elevation 4".with the condition of no solid wall under the deck„establish and perpetually maintain a 10'wide non-turf buffer on the east and west side yards of the property-and a 20'wide non-turf buffer landward of the bulkhead with the cedar trees to remain;and as depicted on the revised site plan prepared by Cole Environmental Services,fast dated February 27,2023,and stamped approved on March 3,2023,and the survey prepared by Jeffrey W.Hadlerer,'1,11A last dated February 23,2023;and stamped approved on March 3,2'023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate deal to be affixed,and these presents to be.subscribed by a majority offt said Board as of the day and year l rst above written. 0/17 1 y Glenn Goldsmith,President Town Town Hall Annex 54375 Route 25 A.Nicholas Krupski.Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly . Telephone(631)765-1892 Elizabeth Peeples Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 3,2023 Kate Rummel Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 RE: CHRISTOPHER&ELIZABETH AUSTIN 2200 DEEP HOLE DRIVE, MATTITUCK SCTM#1000-123-4-5.1 Dear Ms. Rummel: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 15, 2023 regarding the above matter: WHEREAS, Cale Environmental Services, Inc., on behalf of CHRISTOPHER& ELIZABETH AUSTIN applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code,the Wetland Ordinance of the Town of Southold, application dated September 30, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS,the LWRP Coordinator recommended that the proposed application be found Consistent with the LWRP, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 18, 2023 and February 15, 2023, at which time all interested persons were given an opportunity to be heard, and. WHEREAS,the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS,the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS,the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS,the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED,that for the mitigating factors and based upon the Best Management Practice requirement imposed above,the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED,that the Board of Trustees approve the application of CHRISTOPHER& ELIZABETH AUSTIN for the existing house,foundation, and shed to be removed. Proposed 2 story±39.5'x±65' irregular house to be constructed with±15.8'x±7.7'front porch,±30.6'x±22.5'attached garage, and pervious driveway.±5'3"x±18'second story rear balcony to extend over±22.5'x±65'irregular rear deck. Additional±5'x ±22,7'area of deck to be covered.±14 x±28'pool to be installed. Pool to be±8'deep. Pool and deck to be elevation 9.5. Stairs from deck to be±5°x±6' and have pool safety gate. Pool to be connected to drywell as noted on plans. Native vegetation to be planted along seaward side of pool and deck. Front yard to be regraded within retaining walls. ±105'retaining wall to be installed±4'off western property line„perpendicular to the street. Area between retaining wall and property line to be vegetated. Top of retaining wall to be±4.2'at seaward terminus. ±100' retaining wall to be installed along eastern property line. ±20' retaining wall to run parallel to street and connect with house as shown with stairs for access to rear yard.Top of retaining wall not to exceed 18" above grade,bottom of retaining wall to be±5.2'. Native vegetation to be planted along seaward side of retaining walls running parallel to street. ±380 cubic yards of clean fill to be used. Rain garden to be installed by terminus of western retaining wall. 5'x 50' native vegetated buffer to be installed along western property line as shown. 5'x 65' native vegetated buffer to be installed along eastern property line as shown. I/A system to be installed in front yard. Existing septic to be abandoned)in accordance with SCDHS specifications.Water and electric to connect to house. Overhead electric to be removed for new underground electric. Propane tank to be in front yard and connect to proposed house.AC units and house generator to be located next to garage on west side of garage. Proposed bilco doors to be located on west side of house along with pool equipment. Bilco doors to lead to crawl space. Floor of crawl space to be at elevation 4';with the condition of no solid wall under the deck; establish and perpetually maintain a 10'wide non-turf buffer on the east and west side yards of the property; and a 20' wide non-turf buffer landward of the bulkhead with the cedar trees to remain; and as depicted on the revised site plan prepared by Cole environmental Services, last dated February 27,2023, and stamped approved on March 3, 2023; and the survey prepared by Jeffrey W. Haderer, LLS, last dated February 23, 2023; and stamped approved on March 3, 2023. 3 Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, GA - Glen Golds4" mith President, Board of Trustees GG/dd Glenn Goldsmith,President f SO Town Hall Annex ski,Vice President "!� �r 54375 Route 25 A.Nicholas Kru p �� A". P.O.Box 1179 Eric SepenoskiSouthold,New York 11971 Liz Gillooly Telephone(631)765.1892 Elizabeth Peeples Fax(631)765-6641 rou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Storm Water Runoff With recent heavy rainfalls,we are reminded once again of the problems Southold Town has with storm water runoff. With over 100 road ends terminating at creeks,bays,inlets,or Long Island Sound,as well as all of the lawns and homes lining our miles of shoreline, !00's of thousands of gallons of storm water runoff enters our wetlands-every year. Carrying sediment that prevents sunlight from reaching aquatic plants,nutrients from animal waste and lawn fertilizers that promote algae blooms detrimental to shellfish,and bacteria and other biologicals that in high doses can be harmful to swimmers,storm water runoff'is one of the Trustees main public safety concerns- So important,in fact,that Southold has a Storm Water Management Code. Southold Town's Chapter 236 provides an outline for how people need to deal with storm water runoff from their properties. For example,new construction or renovation is required to contain any potential runoff to the wetlands from the construction by installing hay bales and silt fencing. This acts as a barrier and keeps our wetlands clean. Another example in Chapter 236 is that every building must have provisions to collect and disperse,ON-SITE,at least a2 inch rainfall. This is usually handled by installing gutters,leaders and drywells to the home. The Trustees also have a standing policy of requiring pervious non-turf buffers along bulkheads and at tops of bluffs that help keep run off from entering the wetlands and prevents erosion to bluffs. These are important measures to keep our wetlands safe and clean! Before deciding to renovate or build,the Town Trustees urge you to check our website and the other department's websites to make sure what you are planning to do meet the Town's Code. These codes have been developed for the good of all citizens. And the wildlife all around us too! Glenn Goldsmith,President w Town Hall Annex ski,Vice President w� 54375 Route 25 A.Nicholas Kru P" '"w P.O.Bos 1179 Eric Sepenoski Southold,New York 11971 Liz Gilloolv Telephone(631)765-1892 Elizabeth Peeples y Fax(631)765-6641 COO% BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTI'V'ITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 151 day of construction '/2 constructed When project complete, call for compliance inspection SaUTNOLD TRUSTEES No. 10 315` Issued To rHtis �s�� Date, Address. P �iE�rt.��tt�r�uK THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFIGE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 NATIVE VEG TATEDAR€AS TO HE PLANTED WITH A MIX OF - NATIVE SPECIES LISPED BELOW 3 4" MYRICA PENSYLVANIC'A-BAYBERRY ` BACCHARISHALIMIFOLIA-GROUNDSELBUSH �` ,` �` � � VIBURNUM DENTATUM-ARROWWOOD VIBURNUM ./ } HYDRANGEA QUERCIEOLIA-OAK LEAF HYDRANGEAi _ R..�� +• • SCHRACHYRIUM SCOPARIUM-LITTLE BLUE STEM y j AIMOPOGONGERARDW-BIGBLUESTEM' 'L S e ! NOT TO SCALE �1 PANtCUM V_ - -PfCP°I�t7A55 �`*�V 'y. �� _- ., � `* 9 C# XLED HAIRGRASSi {^� ICrRACiLLS SOATS GRAMA �' BOARD S d� NKMUHLYGRASS t& 4 " ` t P '. g � PEht VANIA SEDGE t / R tovE GRAss ,r ," r 2200 DEEP HOLE DRIVE TORN OF MATTITUCK,NY 11952 I { SCTM NO.:1000-123-4-5.1 DATE _ LOT AREA:20,620 SQUARE FEET=.4734 ACRES - lei _ - _tz.t THIS IS A LANDSCAPE PLAN BASED ON A SITE PLAN PREPARED BY: 'PROPOSED RAIN GARDEN TORE +„ t �-• PLANTED WITH NATIVE,NON �+� � � � TWIN FORKS LAND SURVEYING FERTILIZER DEPENDENT ''° - _ - >' VEGETATION.SEE CROSS ��, 1 -. _ _ ,,� 188 W MONTAUK HIGHWAY,UNIT E3 SECTION FOR ADDITIONALr — '{ HAMPTON BAYS,NY 11946 DETAILS. OPOCD aly X SO'NOWTURP ` #I BUFFER EXTENDING FROM __. ., - - _V.. LANDSCAPE PLAN PREPARED BY: BULKHEAD TO BE PLANTED --- ' T COLE ENVIRONMENTAL SERVICES ' WITH NATIVE,NON-FERTILIZER ON FEBRUARY 4,2023 DEPENDENT VEGETATION UPDATED FEBRUARY 27,2023 4WIDE PEP,ht tE PATH AREA TO BE SAND F PROPOSED'0't 6S'NON-TURF ,A '* 6 20'WIDE€v`ONJUIRF SUFFER - ! - / BUtFEREXTENDINGD OBEPLANTED - TO INCLUDE AREAS OF SAND �� -- Bi;�Y.Htr7D TO e€PLANTED i.� § •' •'$a WITH NATIVE,NON FERTI.�ZER AND AREAS OF NATIVE,NON- FERTILIZER DEPENDENT ON-FERTILIZERDEPENDENT ---- - - ` DEPENDENT VEGETATION VEGETATION - �Sttt bARD SIDE OF D€€KPc7O1. -. AND RETAI� L TO t x "Yrom,CV/U7�LLL WI Com �6WI6� ANTE Zvi �� TIV ON- �i 1, i -cRTI I urs'h.FLADEN ° } 631-369-9445 AREA'T4LF`s1s;:L ?: 5GE fi ILN 3 A CROSS SECTION OF RAIN GARDEN _ m � MAR �I i I RAIN GARDEN TO BE PLANTED WITH A MIX OF THE FOLLOWING NATIVE,NON-FERTILIZER DEPENDENT SPECIES: EXISTING GRADE NOT TO SCALE ACHILLEA MILLEFOLIUM-COMMON YARROW ECHINACEA PURPUREA-EASTERN PURPLE CONEFLOWER AQUILEGIA CANADENSIS-RED COLUMBINE LIMIT OF EXCAVATION ASCLEPIA TUBEROSA-BUTTERFLY MILKWEED SCHIZACHYRIUM SCOPARIUM-LITTLE BLUE STEM PYCNANTHEMUM VIRGINIANA-VIRGINIA MOUNTAIN MINT SYMPHYOTRICHUM NOVAEANGLIAE-NEW ENGLAND ASTER RAIN GARDEN TO BE PLANTED WITH NATIVE, NON-FERTILIZER DEPENDENT VEGETATION CROSS SECTION PREPARED BY: - 2200 DEEP HOLE DRIVE MATTITUCK,NY 11952 COLE ENVIRONMENTAL SERVICES SCTM NO.:1000-123-4-5.1 425 MONTAUK HIGHWAY EAST QUOGUE,NY 11942 -Front COnSUawfinL t0 CompCetion- LOTAREA:20,620 SQUARE FEET=.4734 ACRES CREATED:FEBRUARY 4,2023 UPDATED:FEBRUARY 27 2023 631-369-9445 EXISTING CONDITIONS ai •''` " Y " +' q � � i M F�F6m0001r5UW.tE Fafr We ' 0]Lae�-6YFLPNE61Pe $mB �. PROPOSED SITE PLAN ,� Ki£1.,pNpDM�IQVB60E,FaGNBE4H/ 61.E Qt 61 A�wntrlafl�. Mtlb9Wdnr�.1 � � �Fr.±� x� E � YN?H 9/dR'MYrA' 'ns# qg mNOo�A°OFcwa�n�r°EaEiwiO ornnrxa°AY"�'s.wevRw� +,,"^"" �.�ryr �w°„w�y�� mrnosmrouxzae®wm�uswxxaarwors "'��, ,r kp �� raaxroe®mrxeuswnxou=tumors 4. �raa%l OE�P9YM9L1MNtl9lGMfr �' yp ��l^a`� WW4�nR C+!ApR/M�IA NY i'KA'ARCa''®NRP y' �r Pow Fl°,,+F wAwwc 9,ww�YT, ,if � &F/4�pF r� oE6%1piRri MlA pCifJ tor[o�eew�{� /r"0 a l � 1 � y,F �, / ��' IOrCOVBUGEfwLCIUimNSKfEPANJMI[i:Y � �"f�''}�, qq •.ac � '�{ ,S'� xs�., �„^ �� R � swan 1 �r �m. � sxys*••••••' ern wneerow �tr Mail SEC77ON WSW DESUED OE TY iowua sou�rHoin ww % r SITUEAT ... crrmr.:imugc immx,a1nrai ,. AM K SGIE 1-.m' 01fr'A18l Ia ml6 pp�� ELEVATION Sit rl~NCE csErArz '.VSiI"on �K"tnlu. My � Cdr iC' d �6'R' .�pw w':,,.. dm a gPFalfr9rx`EFFI�LR.V/S asF�nxxm er _ ,. .. � �� .voaox�r�arosm�x��oransaMr�arsysrwevrerxaarcc Da or PAVEMENT i (' 10 p4s 0 l 1 job : — zk` n 0 9 3x 0 NS os 0A 9. - � �` cA ® — ' V vPk s II10 f AVENUE , TO NEW StlF 00 0 0 ' k X-IX Eakk PROPOSED WATER 11NE . � t0v6C w 0n& s a La1 0 0WNC 10000 TEST HOLE lZ - t ' 0 u 6.0' / 016 r , N IlM Til BEAuj �! CL4V G9 V1, PROPOSED _ TO BE - � • ��tY ' { LOT 6 SLED 1 NOW OR FORMEF OBE & � t� LEE P EIER PUBLIC WATI LOT 4 X14, -gipI S! NOW OR FORMERLY OF `' o LEOMM SESSA PUBLIC WATER WALL 4 ` s � F I OUB E x STEP E J,LCO DOORS ,Zvo $ 4 EBEvw SPv C.DtI Ig 4 le POOL, Et 'LIMIle f OF :y >j ! BE ot-� — rn l 4 t A .3-1' i 1 iCD X cn VE OR (SEE E: 2.6R S I T E P L A N SCALE: 1" = 20'-0" '. - f she i a ` a �# system I" c w i _r COUNTY DEPSk M-N F E—AL E � E _e. �c- . P �rizoi,_. .� a t— t cls- D , _n o-e" [c [sac-[ S Cert"cation Requred. ca-ion For1 6/11/23 �0. R-22-1748 ;E ;I ris- ation a, __�_, q u o f the D poo _ - } ,r 1 ED Fs. I MAXIMUM OF 6 Ga E D Roo ` 0 VA L T.O.RIDGE IIJJ r mill mil 11 1111111 111 WOOD FRAMED �� / CHIMNEY WITH STONE OIII III HI III Hill !!! j VENEER ARCH ITI=CT /111 / , . 11 11 12 MEAN ROOF HEIGHT - I. _ STANDING SEEM IN I _� L�EC1_I3 METAL RO F PER B, B; �12 SELECTION 0 OWNER WN REVISIONS D E S C R I P T 1 0 N 141 L ILL I STANDING SEEM L�M16 A TR2 16 - METAL ROOF PER SELECTION OF OWNE 9'-0" PLATE HEIGHT 1I I I 1 11 1 1 1 1 1 H 11 ill 11 1 1J 9'-0" PLATE HEIGHT T.O. WINDOWS I `� 1 T.O. WINDOWS I 1 'oma 32 3'-6" PLATE HEIGHT 20EMP ?E°MP 24310 3031 24310 4'-0" PLATE HEIGHT o 0 ^I 3052 EGRESS 2'-C)" PLATE HEIGHT o M STANDING SEEM J o SECOND FLOOR CLITOM METAL ROOF PER i I ISTANDING SEEM T.O. SECOND FLOOR N D S I G SELECTION OETAL FPER OWNER10'-0" PLATE HEIGHT � S'ELErC E-`D � WtTE i � D SDI T E SE EO .- Y WN J 1" X 8" FASCIA T.O. WINDOWS 1 I W/1-X2- OVER 5/4"X6" TRIM 1X2 TRIM OVER 1X10 BELT BOARD / / 5/4" WINDOW a 20322032 & DOOR SURROUNDS o TEMP VVI X1 P LIB A 0 E (TYPICAL) m ui B A I I T N ] 1 1 2080 2080 I � r D E W � r T.O. FIRST FLOORw 0 j O 1TrTrVITT-T � - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8"X8" COLUMN — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WRAPPED IN 1"X10" AZEK (TYPICAL) • AVERAGE EXISTING EL 5'-3" (n W i GRADE U 11 o E cil °FRONT ELEVATIONW z SCALE: 1/4" = 1'-0" f • WU W WOOD FRAMED CHIMNEY WITH STONE VENEER O r � N Q AR. — VJ N 12 11 11 1 J I 12 a D - 2032 AR 9'-0" PLATE HEIGHT T 1" X 8" FASCIA1" X 8" FASCIA T.O. WINDOWS W/1-X2" OVER W/1-X2- OVER 5/4"X6" TRIM 5/4"X6" TRIM i 5/4" WINDOW 5/4" WINDOW o & DOOR SURROUNDS 4'-0" PLATE HEIGHT IT Y P I C A L) E L & DOI C A2852 SURROUNDS � F 36" HIGH HANDRAIL GRESS 8 qrjATLR EGRESS PER NYS CODE 3052 3052 3052 3052 3452 3052 3052 EGRESS EGRESS I EGRESS EGRESS TEMP EGRESS EGRESS 0 Q. T.O. SECOND FLOOR WA N E I IE r)S LRCharies M . Thomas 10'-0" PLATE HEIGHT SEE BALCONY DETAIL E - a - - - - - -- - - - - - 1" X 8" FASCIA T.O. WINDOWS E W/1"X2" OVER 5/4•X6" TRIM 8'X8" COLUMN PO BOX 877 JAM SPORT, NY 11947 (631) 727-7993 WRAPPED IN 1"X10" 8"XS" COLUMN AZEK (TYPICAL) - AZ10APPED IN " EK (TYPICAL) 10 PROJECT f CEDAR SIDING TO BE o SCEDAR SIDING TO BE ELECTED BY OWNER E SELECTED BY OWNER S I G E DF 36" HIGH HANDRAIL 12 84LR 30510 S T R PER NYS CODE EGRESS 16080 SLDR IL F T.O. FIRST FLOOR sDa APLR FRONT Bc REAR s"XS" COLUMN ELEVATIONS GRADE BEYOND EL 8.0 WRAPPED IN 1"X10" TOP OF RETAINING WALL 6.2' DATION- AZEK (TYPICAL) I WITH DECK SKIRT TO BE VENTILATED HORIZONTAL SLATING DECK SKIRT TO BE VOMHORIZONTAL SLATING PROPOSED POOL OF DATE: 5/15/23 GRADE BEYOND EL 5'-2" PROJECT No. GRADE EL 5'-8" GRADE EL 5'-8" UNE OF EXISTING GRADE DRAWING BY. CMT GRADE BEYOND EL 4.0' UNE OF EXISTING GRAD CHK BY. UNE OF PROPOSED POOL GRADE EL 4'-0" GRADE EL. 4'-0" GRADE DWG No. E GRADE LAR ELEVATION ❑A — 001 — 00 2 SCALE: 1/4" = 1'-0" 1 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.M SI JAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIIONS. f WOOD FRAMED T.O.RIDGE_ CHIMNEY WITH STONE O�C�O „ - VENEER o 0 0 12 ARCHITECT -100 REVISIONS � D E S C R I P T ION MEAN ROOF HEIGHT k I - II' �- E w r-CO LL In to Q� L 12 !. 9' 0" PL �12 - - ATE HEIGHT 11111 11 11111 if II III Il II lill 1 1-dF - - ---- --- ---- ---- ------- ----- --- W/1"X2" OVER NHill 1 ]J T.O. WINDOWS 5/4"X6" TRIM A 1 A 1 5/4" WINDOW - _ & DOOR SURROUNDS I 11 1 1 1 11 11 1 1 11 11 1 1 1 11 iiv�_ (TYPICAL) of Z 30310 30310 0 3046 3046 TEMP TEMP 3042 3042 36" HIGH HAND RAIL 3'-6" PLATE HEIGHT N 7 EGRESS EGRESS PER NYS CODE 7-1 w O LLJ 10� 1 OfO - H N T.O. SECOND FLOOR �rom Uj r_o L Ebb dwrJ- — O z SEE BALCONY DETAIL Cj 10'-0" PLATE HEIGHT r� 0 a - o z Uj II l 0 O Eb I T EI D SI NG O T.O. WINDOWS mLL Q elf $ f OPEN s C qD E �OVERED w PORCH 8"X8" COLUMN a WRAPPED IN 1"X10" b EGRESS EGDRESS AZEK (TYPICAL) 0 m 36" HIGH HA D RAIL PER NYS CODE Pool T.O. FIRST FLOOR EL 10'-o O POOL SAFETY GATE Lij _ W Q '_ " GRADE EL. 8'-0" — — — — — — — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RADE_ — PROPOSED GRADE---' EXISTING EL. 6'-0" STEP FOUNDATION DECK SKIRT TO BE VENTILATED HORIZONTAL SLATING W 3: "- — — — — — -- — — — — — — — — — — 5'-3" — — — WALL DOWN TO UNE OF EXISTING GRADE BEY D EXISTING GRADE AVERAGE EXISTING E — — — — — — — — — — — — — — — — UNE OF EXISTING GRADE L. W _ , - - - - - - - - - - - - -- - - - - - - O.WALL a'-a' � GRADE o O E SIDE ELEVATION - - - - - - - _ S NG EL 4'-0" UNE OF EXISTING GRADE, 0 z PROPOSED RETAINING WALL TO I I - 3 SCALE: 1/4" = 1'—O" EXTEND FRONT THE SIDE YARDTO I o PRO (103'-0") LL ELEVATION D.0' W EL 0'-0" ( J WOOD FRAMED 0 v VENEER CHIMNEY WITH STONE , 12 o � I— O N Ur �n �� e con our line hits - � a 111 11 1111111 Hill 11 111 < CEDAR ROOF SHINGLES FT FTF-FFT TO BE SELECTED BY 12 1 11 if I OWNER 9'-0" PLATE HEIGHT . 12� — 1" X 8" FASCIA T - - - W/1-X2- OVER T.O. WINDOWS 5/4"X6" TRIM 5/4" WINDOW A l A l A l A l & DOOR SURROUNDS (TYP I CAL) illm 1111111 1111111 111 2842 CEDAR ROOF SHINGLES ° 36" HIGH HAND RAIL I 3'-6" PLATE HEIGHT o PER NYS CODE 2446 2446 - TO BE SELECTED BY — 11 1111 111 111 111 111 111 Hill III IIIiIIIIII I CEDAR SIDING TO BE M TSELECTED BY OWNER T.O. SECOND FLOOR C R II Charles M . Thomas 10'-0" PLATEHEIGHT a r c h i t e c t � EiEaC D� B AICKETYPON PEER I L T.O. WINDOWS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 SELECTION OF OWNER CEDAR SIDING TO BE SELECTED PROJECT BY OWNER P o COVERED j 2446 0 0 36" HIGH HANDRAIL PORCH 30510 �—LLJ I PER NYS CODE EGRESS j T.O. FIRST FLOOR SIDE ELEVATIONS 8"X8" COLUMN WRAPPED IN 1"X10" GRADE EL 8'-0" GRADE EL 8'-0" AZEK (TYPICAL) I CLOPLAY O.H. DOO S j NEW 16080 O.H. DOOR BY "CLOPLAY" AS SELECTED PER 0 ER in PROPOSED POOL PROPOSED RETAINING LINE OF EXISTING GRADE — — — — — __ — — — — — — DATE: 5/15/23 WALL — LINE OF EXISTING GRADE — — — — - - .___ — — — — — — — — — — — EXIS NG EL 6'-0" PROJECT No. GRADE E 5'-2" DRAWING BY. CMT UNE OF PROPOSED POOL c PROPOSED RETAINING WALL TO CHK BY. z II EXTEND THEE FRONT PROPERTYALONG THE FRODE NTTO DWG No. (7� REAR ELEVATION (92'-2") ❑A - 002- 00 SCALE: 1/4" = 1'-0" F2 OF 7 f THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISI AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. n POOL SAFETY GATE •' ARCH ITECT DECK SKIRT TO BE VENTILATED HORIZON-AL SLATING 36 ��^� DECK SKIRT TO BE VENTILATED HORIZONTAL SLATING 10 " HIGH RAIL 36" HIGH RAIL PER NYS CODE 50 ' PER NYS CODE P�G REVISIONS D E S C R I P T 1 0 N 00 '-9 " 22'-9" 18'-4" 23'-8" F 12'-24" 4'-071" 9'-64" 8--9i" 6'-6" 14'-8" o N 0I DECK ' LINE OF BAL ONY ABOVE FFF �� — P m _011 GRAVEL DRAINAGE UNDER DECZ 8x8 COLUMNS WRAPPED o -� 00 PER SELECTION OF OWNER COVERED 110 m i (TYPICAL) m i PORCH 1 X:Lo a i w GRAVEL DRAINAGE UNDER DECK N N f f zl N 001 4X28 /� (2),3011 FWG 12080-4 V) // _-- - -- - (3) 11 7/8" ML HEADER (3) 14" ML HEADER N 4"x6" POST 14"x6" POST 4"x6" OS w 22'-8" I ED N OI in 1 -0 iv 0 io o _ N FWG 16080-4 REAKFAS _ NOOK N __T3 ML HEADER L — J I 6"x6" P ST 6"x6" POST-1 N 0 22e-9>, -8X6 COLUMNS WRAPPED '8'-4" 22'-8" f N �. PER SELECTION OF OWNER y (j — (TYPICAL) - J L � I b - (3) 11 " ML HDR (3) 11 ML DR cn w COVERED — COVERED d N SNE m - C�ININ� 0C P ER L =z "' OOfy� o 4 4'-0" SHOWER FWG 8080 r ® pw o w IN (3) 14" M HEADER D_ Ld _ J _ L ~ 6"x6" POST 6"x6" POST �O U) zw " } j 060 o N ° N too LIVING o _ �o 0 KITCHE 11 Ln Ld L� _j � J �' �, r`Co ROOM � I Ld !29z 1 m 0 0 L1- NLLI I NN 0 x O o L l_ cio m w o M C) Ijm fie, BEDROOM N Y Qom-DETECTOR J = rh a In c W ONE 125 CFM EXHAU o_ o I CARBON ® FAN TO EXTERIOR = I ©�-MONOXIDE c � J DETECTOR CD SMOKE Qs "-DETECTOR HALF o 0 I m BATH U I c CoEoi _ LoO 2' 0" -4' 4'-5" 17'-10" — 2' 0" WET BAR REF. v T N �N OHO _I__ `i IL BILCO DOORS ui O 1pj 5- Og" ,. N BENCH & HOOKS n (� IL I� L� SMOKE — 204 O0 5'-2" W CE. � Z V �Q Qom—DETECTOR � � t0 j 4] PROVIDE TILED SHOWER PAN I I W M C4 I 1 � Z 0° W/DRAIN 0 WASHER. `r d F w o _ 'y AIR HANDLERS TC. W v oW \� PROVIDE TRAP PRIMER ® O V' MUD ROOM I AN TR Y. I 1' DRAIN. VENT DRYER TO O� " 4"x6" POST POST "I I ? pQ x EXTERIOR ^J (3) 14 ML HDR FLUSH j'P%4-x6"O ,�� o En _ MECH ROOM CD O 1 0 - I c PROVIDE 5/8" TYPE •'X- G P. D. VE {- ? I w ° 15'-1 " F� ® �OI I O 36 E"OONCA LNSID EOPE I a O� OPEN N 2080 2080 N �6 V) FURNACE FOR AT LEAS o w O m ABOVE R �N O M I V -N.YS CODE i Q N z � = N LAUNDRY 3 -o a o ED o �O� H- O "Co °o I O — — a FRO10 PORCH �o�' i 1 F I— rn"U _ Id' cp E o - D 5' 7' W CRAWL SPACE _ CO 6'-4j-_ LUE TONE 9°-51" _ C/) cn =. ACCESS HWH j ! N (3) 11 �„ ML ,�0 QS —oErEc o I 1 2 32 2 32 4'-0" - - - - — — l 1 TE P SEE WINDOW I CARD N NKEY ) 1 L H AD R 8X8 COLUMNS — I Q_—DETEEC OR of WRAPPED PER w - --- (TYECAOj OF OWNER ` 3 CAR ° WINDOWS I STAIR WAY ' 8" m I TO BE TEM STATIONARY cn o GARAGE I GLASS �, 1 HR. RATED 5/8" TYPE X SHEETROCK WALLS & CEILING o 160 I 4" POURED CONCRETE SLAB 5'-1" I o t'n OVER 6 MIL. POLY ETHLENE I 2 Q Q �� o � VAPOR BARRIER ON WELL m = x*I,:-( COMPACTED POROUS FILL D' O EL 8.5' 1 o ,0 Mo 1 O to 0 ' TJ � � O to I S W 2 Charles M . Thomas N, C. a r c h i t e c t N — = s PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 2 _ 360 SERIES — = --- 1q"'TJI Sas ® 1 OC" PROJECT I a` g o �`o U R tea• 1 O o g 0 �� rn ° FIRST FLOOR PLAN O ` N P FIRST FLOOR PLAN S (Y _ 1 CID _ _ __-- 2 SCALE: 1/4" = 1'-0" I AX -- - - -- FIRST FLOOR= 2477 SF - - - - -- -- - -- - '___-' WORK BENCH N µ y.. .._.. - -- - AX 51 3'-4 DATE: 5/15/23 (2) )(25 2'-11" r PROJECT No. 3-0" 5i-9" 2-6" 6'-0" 6'-0' f - - 4'-O" 3 „ 2'-2 DRAWING BY. CMT � - -- 2'-71" 4'-0" 6' t CHK BY. 12'-0" 4 S-4�" 2'-11" " 1 DWG No. { [A]_F003- 00 1 64'-9" 9/ 3 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE.ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSIIAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - F ' _ •- fn � N M � , 64'-9" 24' 0A" ARCH ITECT 22'-9" 18'-0" /� 10'-2$" 6'-04" 6'-6�" 5'-11 1„ ' 6-6 11 -6" 9-0" 91-0. REVISIONS D E S C R I P T 1 0 N — — — — — — — - - 36" HIGH PAIL PEP IIYS CODE 18'--0" BALCONY I ` , . SEE DETAILlow 2852 2852 ' EGRESS FWG 8070 EGRESSI' rn I N ROOF N I I i14 RF1 OW � N N 2"X10" CLG. JOIST \\ M 'c\j �� 22052 �2231052 I \\ ESS RSS 16" OC. R-49 INSUL. -- I I 3 11 7 ML HEADER 3) 11 7/8" ML HEADER I � dam- 2-1" 11'-3" 0 17'-0" o p~I p\ER Lj = ROOF I � MASTER Z o = _ �o Zm I I BELOW = I BEDROOM Y N _ } _ OFFICE V7 z d I IY O�---DETOECTOR Q KE O o SMOKE (2 052 3 52 wo 0-�DETE TOR I o TRAY CEILING o I `E�R�SS TEP BEDROOM U � am Z TO 10'-0" w 3/4" PLYWOOD _ -- N 1 (3) 11 7/8" ML HEADER THREE J U O J RIP 2"X4" ACO (3 �" TO 0") o O 11'- 8'-1" X e `9c' I I " PLYWOOD MOVE DETECTOR iN I OVER 45# ROOF FELT SINGLE PLY RUBBER ROOFING 04 z �J ® , SINGLE PLY RUBBER ROOFING ( oz Who = I I 0 UP 24" ON REAR WALL 3"X3" ALUM POSTS BY 'FEENY RAIL' LAG BOLT PER SPEC AND POST COVERS A z o o x I I M SELECTED PER OWNER J Q K WMASTER M J O Woo ®o BEDROOM of RIX4" DECKING (ER OWNER) � 3wwo- " ( ) N LET IN 2"X6" ACO NAILER = BEDROOM — " W r) ; o w o W TJI ®16 O.C. =m c; i TWO I LAUNDRY r "W I = (2) 2"x1o" 016"o.C. no U Lr M O SMOKE CLO a / I DO ATTIC STA1R 00 (3) 14" ML HEADER _ 00 TECO EACH FLUSH JOIST DETECTOR I S,O Q a0 Lo 'r'HROO I S, N CONNECTION 0 { X_ O) O F125 CFM EXHAU T O I i _ O �, FAN TO EXTERI I to �L =ICV Z CS I WI CLOSET 4' a" 0 12'-0" o W 3' w REAR PORCH -5 - - - - - - - O a 10'-11" � MASTER P_ = o M (� �, W o NOTE: CAN CHANGE O �j BATHROOM N �_ v l w `; THIS TOA OCKET = 0 "—pMaECTOR J Op N DOOR U O 125 CFM EXHAUST 0 — N p MONOXIDE O ® O�—DETE TOR = O O O° O LINEN 1 FAN TO EXTERIOR �= J DETECTOR O CLOSET L BALCONY DETAIL I O C:,:,: SJ X I CARBON rD rn= O SHOWER N © MONOXIDE _ ® _ � � 6'- 0' 4" 4„ DETECTOR i I 2 Z 0 - 4-7" DN 36" HIGH HAND RAIL PER NYS CODE L P.D. 2670 / j� SCALE: 1/4" = 1'-0" cn ? I 17R I I O)O SHOWER O J ; WI CLOSET v a ' o= OPEN 24310 30310 24 E 0, 13 Lij TO 6 �' _" I I CLOSET U 8'-101„ BELOW fid- ROOF s. — -- W BATHROOM 4'--0" BELDW I I ° O I 125 CFM EXHAUST ° 0) I ? p^ 41. z (LINE 0 FAN TO EXTERIOR I ^O O)0 j WINDOWS IN ST IR WA 4'-0 W _ (2) 032 I rI TEIAP TO BE TEMP ST T1 N RY I L I I O N GLASS - I I 14'-z ' _ N I N 60 ow I N A I I 5'-3� o � I NOTE: UNFINISHED ATT1C SPACE ABOVE I OFFICE M d STAIR DOES NOT EXTEND TO ATTIC ONLY TO FIRST AND M I LINE OF WALLS BE OW SECOND FLOORS I OS SMOKE DETECTOR MCCL 13 rn I V 0 Oat O Im ! I 8,-0„ wER J Q s la w O BATHROOM 13 125 CFM EXHAUS I Q I FAN TO IOR s to I o � s Wim' Ij -0 1 ,,,�, C Q z CLOSET oo c z J tl Ij •PKr+ CLG. JOIST 49 I I 2„X1OC @ 16INSUL. Charles M . Thomas R- I " „ ILINE OF 8 �� REC ROOM = u_r Y, a r c h i t e c t I N a PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 Wi Q_DETECTOR 1 � LINE 8SMOKE s �� r I J Zl76,00� S — LINES 8-� 1 PROJECT a uw1 CN 3 0 = 0 1 I Y inl 1 ° i I I 01 I w W I 1 s I ti I� J J 1 I 15,-7" J I z I � - l- 3 52 EG ESS SECOND FLOOR PLAN -- --- - - - - ------- - 6,-04" 5'-11 8'-58" _ 7'711 " 4'-6" 6'-5" 7'-7" 2'-04" 9'-2j" 2'-103" 1'-114" 2'-8 j" 12'-0" 14'-0" 16'-5" DATE: 5/15/23 PROJECT No. 64'-9" DRAWING BY. CMT CHK BY. DWG No. P SECOND FLOOR [AAO-0-440-01 ' 2 SCALE: 1/4" = 1'-0" 40F7 SECOND FLOOR= 2177 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE To THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISIjAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. F LINE OF STEPS ABOVE 64'-9" 22'-9" 18'-4" 23'-8" " — — — — — 50'-9" ARCH ITECT 9'-2" W-2" 9'-2" 12'-1" 12" LINE OF DECK ABOVE m m + I T ( ) (3) 2X10 ACQ GIRDER T (3) 2X10 ACQ GI c ¢ + _ _ L 3 2X10 ACQ GIRDER �_ _ ` _ _ _ I _ DER + �I REVISIONS D E S C R I P T I 0 N 0 0 — J L — 1 L _ J L — J L _ J 12"0 SONO TUBE ON 12"0 SONO TUB_01r U- POOL 24"x24" 12" FOOTINGS 24"x 4"x12" FOOTINGS w 0 o MIN 36 BELOW GRADE MIN 6" BELOW GRADE > 1 POOL TO BE DESIGNED BY O I 14 Z POOL PROFESSIONAL z m (MUST E VIRGIN SOIL) (MUT BE VIRGIN SOIL) Q in J J -' U � 16'-7" -� 12" it 0 0 ci f 0 c; I- w af° 00 I I a� I o a oo o ® oc° L _ ® L X 04 GRAVEL DRAINAGE UNDER DECK A ®POST FROM ABOVE N POS FROM ABOVE z 27'-l" a (TYP) (TYP J o I to t 12" 9'-2" 9'-2" 2"X10" ACQ LEDGER (3) 2X10 A.CO GIRDER 00 - — J L . L I �— - - - - - - - - - - - - - - - - - — - -1 L I ' .n 12" 10'-11" 2'-1" I I N 8" P.C. FOUNDATION WALL WITH #6 BARS I a to 28 O.C. VERTICAL & LINE OF POOL ABOVE U) 2"X10" ACQ LEDGER — I #6 BARS 36"OC HORIZONTAL — — — — — — — ON 8"X16" POURED CONCRETE FOOTING 12"0 SONO UBE ON > ' (3) 2X10 AC GIRDER r , 24"x24"x12"TFOOTNGS 00 I — — — — — — — — — — — — — — — W/(2) #6 BARS CONTINUOUS m - - 36" BELOW GRADE F L _ J — J (MUST BE VIRGIN SOIL) ® I 8" r 18-4 22'-4" I 8" L],-POST T FROM ABOVE pr o b LJ—POST FROM ABOVE �" I I 8"x1 " SMART VENTS BEAM POCKET w U USE MODEL # 1540-520 (T P) Q= I _ (TYP) N I (TYPICAL Q EACH II 0 a cD O I I CRA00 SLFSPACOF E 1790 SF VENT GIRDER INTERSECTION) O I O I REQ IRED # OF VENTS = 9 PROPOSED FOUNDATION LL `O x ® GRAVI L01 RAINAGE UNDER DECK I I 10 VENTS PROVIDED �00 - - - - - - - — 2"X1 CQ LEDGER - - - - - - - I � I 1ui - I CRAWL SPACE I 3 1/2" STANDARD STEEL PIPE I I N 000 I I COLUMN ON A 30"X30"X15" - - - - - - - - - - - - - - - - - - - - -� 1786 SF DEEP POURED CONCRETE SLAB EL. 5 -0 L FOOTING. (TYP) 8" P.C. FOUNDATION WALL WITH #6 BARS - I a I cr I W 28" O.C. VERTICAL & 0 4" POURED CONCRETE SLAB o I w I OVER 6 MIL. POLYETHLENE > #6 BARS 36 OC HORIZONTAL Z - ON 8"X16" POURED CONCRETE FOOTING ( = I o COMPACTED VAPOR RPOROUS IER ON NFILL _j W/(2) #6 BARS CONTINUOUS UQ3 1 i m I O a" 20'-3" -2-4N PROPOSED FOUNDATION WALL AND ^'°0 14" TJI JOISTS 360 SERIES n I FOOTERS. EXISTING HOUSE FOUNDATION .= ® 16 OC. I M ( I ON SITE TO BE REMOVED. 14" TJI JOISTS 360 SERIES i 14" TA dolsTs 360 SERIESr " " `0 00 ® 16" OC. Awl i° ® 16" OC. ( I I 8x16 SMART VENTI. I J USE MODEL # 1540 520 I N W i � L 200 SFT OF COVER GE PER ENT L N J — — — — O P ROPOSED FOUNDATION WALL M, CRAWL SPACE= 179 SF .0- I o I REQUIRED # OF VENTS = 9 BILCO DOORS UJ C14I I N L T � 10 VENTS PROVIDED I 00 22'-3" 16'-6" UP I I o L_1LOy _ ^ ASED ON NYS CODE R408.7 ul I LL W OR BUILDINGS LOCATED IN FLOOD 7 _7_111u AZARD AREAS: I W THE FINISHED GROUND LEVEL OF HE R FLOOR SPACE SHALL BE EQUAL TO UNDENDEORHIGHERTHANTHE — - - - - - - - - - - - - - - - I .6, UTSIDE FINISHED GROUND LEVEL ON T LEAST ONE SIDE. 3-14" ML FLUSH I asps — "x16" SMART VENTS 15'-10" JSE SFT EL OF COVERAGE PER VENT I I 7'-112r I '100 24'-4" _ — O 00 RAWL SPACE= 1790 SF N UNEXCAVATED I I ; _ _ I I I �"' O — EQUIRED I-OF VENTS =9—V — — — — — — — — — — — — I a 4" POURED CONCRETE SLAB — O— ENTS FRO7nd— — — — — — — —14 ML FLUSH— — — - I I ;n OVER 6 MIL. POLYETHLENE I _ VAPOR BARRIER ON WELL J �-- I o l V — — — — — — — — — — I COMPACTED POROUS FILL _ — - - — — — — — — _ - - - - - - - - - - - I "� I f 21'-5 " I II M I I �-N — — — — — — — — 8" POURED CONCRETE � I I N I FOUNDATION WALL ON I I — — — — — — — — — — — — — 8"X16" POURED CONCRE E I 4' 6 " FOOTING I I J I 12'-9$" I °:: Iall 12'-0" TO SLOPE _ I I DNB 0 DOORS I 36'-0g" I I � I o� UNEXCAVATED N I I rn I I C 4" POURED CONCRETE SLAB OVER 6 MIL. I O m co POLYETHLENE VAPOR BARRIER ON WELL I I w N ➢ COMPACTED POROUS FILL _ I LEGEND I . I �_' I o v� 8" POURED CONCRETE FOUNDATION I I - PROPOSED FOUNDATION WALL -' WALL ON 8"X16" POURED �,, I I CONCRETE FOOTING C' I S 2 N I I I Charles M . Thomas I P FOUNDATI ON PLANII II I II N a r c h i t e c t 3 SCALE: 1/4" = 1'-0" I I II I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 S I I m`NT m xoor � � JY PROJECT i rt„ , (i, , ROOF 1 i Rw -Vo SLRS I I SEAR2' 21 I 0 II o -T.0 1 1--2-Y 1 7 -1 I-1/2Y r ::4 OI I zp ry 1-1t1-1ry c 7-c-1-1/rw r I S1 W ... . _ L4V r I I WASHER I I LAV r I W.C. I I LAV LAV I I I LAV I I UG rn O I W.C. W.C. I I W.C. W I I 1 HOUSE Is� I I I I I N 1 SHOWER 1 SHOWER I SHOWER TUB SHOWER 1 I ' FSECOND FLOOR f W I ,y: I o�z 19'�� 6'_ �'°I i FOUNDATION PLAN r —Ire -I�' r I,lr r I I z y tt J I S G) r 6--8$ _ I CONNECT TO APPROVED r r r A.I.&SANITARY SYSTEM �1-1/1Y �I-tTV �rY �1-1 1_11fv Iry rH/fY I KITCHEN v' DATE: 5/15/23 1 _ r — I LAV I W.C. I WASHER I LAV IWC SINK FRESH AIR INLET I I 2'-2 " PROJECT No. sHowER _ _ FIRST FLOOR g 6'-3$ DRAWING BY. CMT _ ' I-I/r FLPL CHK BY. • h_hv. r I-I/2' -1/T• r 10. g'_0" DWG No. 6_ CONNECT TO APPROVED P.V.C.PIPE PITCHED ' $ .A.I.&SANITARY SYSTEM AS PER N.Y.S.CODE 22'-9 t.t. PLUMBING RISER DIAGRAM �F 5DF7 SCALE: N.T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTEI AND AND THEIR USE A PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RAFTER TO WALL (14) 10d x 1 1/ " FASTENER --_M \ ARCHITECT FRAME REVERSE THROUGH & LAYOVER MAIN ROOF REVISIONS D E S C R I P T 1 0 N 36" HIGH RAIL PER NYS CODE BALCONY SEE DETAIL MTS12 852 2852 EG RESS FWG 8070 EGRESS of CU N M o ROOF N X BELOW �+ N O D 10 "X10" RR w 2"X10" RR 2 3032 2 52 „ GRE E SS 16 0.C. o © 16 0.C. I F1 RAFTER TO WALL NN, SCALE: N.T.S. o o MASTER 7 Zo ROOF U BELOW O FI E (.3 N ® Of I ( PI 305 3 52 OW RES T MP B DR 0 0 'HR E X � xr � �N 0 MSTAXO Df (3 11 /8 ML RID E ED 00 W ifl T p LA NDE Y iD Simpson Strong—Tie O — X � �L � 4 > s�o ,o B TUR o ADJUSTABLE HANGER cV © N ® SCALE: N.T.S. O o SH R ¢m O mss, 11 7/8" ML ID E �� MA TER ;P Ridge Beam •�® W � o y T� AT ROOM � � W R JID%_ LINE O O O (0 �Q` �'9 / LOSE L� z \S OWER I �R N �� ` ` W 36" IG H ND R IL PE �� r'pF.D. 26 0 SHOWER WI CLO ET "X1 ° RIDGE cn 303 0 0 16 0. 431 2 310 z I 1 CLOS T LINEN RAFTER W 0� BELOW U L_L_I J� c ROOF AT RO 2"X10 ' RR 2"X10" ORBELOWR 0 16" ^ Simpson Strong Tie INE dN 5 o ° WITH CEILING COLLAR TIES @ 32„ �. O.C. 2X10 RRCS-20x18” MIN. WITH (7) 10d COMMON NAILS O f 016 OC. PER RAFTER INSTALLED OVER PLYWOOD U 1(2)2t32 — DORMER II Lo W RIDGE STRAP TIE N Q SCALE: N.T.S. IN A w E V) NM C7 `I` UNE OF WALLS BELOWl SIMPSON STRONG TIE 2"X1 Q" RR X6" Q C. COLUMN ABU66 FOR 6" 2,>X10" RR r ° o o 16" O.C. ® ov °® o W � � R N to BATHROOM ° ° CLO S LJ Q ABU66 s I` li COLUMN HOLD DOWN 2 SCALE: N.T.S. Charles M . Thomas LINE of 8' o" a r c h i t e c t RE OM o Y a PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I Z ' CS16 0 " S STUD TO BAND JOIST UNE OF 8'- � (20) 10d x 1 1/2" FASTENER PROJECT 2' x1 Q„ a W RR 2„x10” RR c� ® 16" O.C• � 0 MTS16 D35 S16" C• o 3 52 ROOF FRAMING PLAN , P FOUNDATION PLAN LTP4 3 SCALE: 1/4" = 1'-0" LTP4 Uplift connectors shall DATE: 5/15/23 bypass each other to PROJECT No. LTP4, spacing as re uired for prevent cross—grain DRAWING BY. CMT shear. SSP spacing fOr uplift. tension of band joist. CHK BY. DWG No. SILL TO RIM JOIST (12) 8d x 1 1/2" FASTENER 60F7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN IAHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MS11AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RIDGE 12 12 11� N11 q 7 T TYPICAL ROOF CONSTRUCTION "x6" COLLAR TIE =`- RIDGE ROOFING PER SELECTION OF OWNER ® 32" O.C. TYPICAL ROOF CONSTRUCTION OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. TQC. ARCHITECT 2"X10" ROOF RAFTERS 0 16" O.C. s ROOFING PER SELECTION OF OWNER 12 O.G. OVER 15# ROOF FELT ON 1/2" cox PLYWOOD SHEATHING. TYPICAL CEILING CONSTRUCTION 4C� RPF�ERs �6 HEADER 2'X10" ROOF RAFTERS 0 16" O.C. " X 10" CEILING JOIS� ® 16' O.C. �' RppF �' REVISIONS D E S C R I P T I O N 2 "X10" CLG. JOIST © 2' 10' BATT. INSUL TION Z X1 2"Xto" CLG. JOIST ® 16" OC. R-49 INSUL. TYPICAL CEILING CONSTRUCTION 16" OC. R-49 INSUL. 8'-0" DORMER HEIGHT 2' X 10" CEILING JOISTS C 16" D.C. 12 %" SHEET ROCK 12 WALLS AND CEILING W/ R-49 BATT. INSULATION 12D WALLS AND CEILING N12 T.O. WINDOWS TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHI GLES rAEK HOUSE WRAP 1/2' CD X BATHROOM BEDROOM TYPICAL WALL CONSTRUCTION o 4'-0" PLATE HEIGHT o PLYWOOD SHEATHING 0 2"X6' WD. STUDS 016' O.C. TWO CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X REC ROOM 0 00 R-21 INSULATION PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. J R-21 INSULATION O 3: 2'-0" PLATE HEIGHT o LINE OF WALL BEHIND I w — �W 0 TYPICAL FLOOR CONSTRUCTION Y T.O. SECOND FLOOR N 14' TJI FLOOR JOISTS 0 16"O.C. 12 TYPICAL FLOOR CONSTRUCTION — W/3/4" PLYWOOD SUB OOR W/MIN. R-21 BATT. INSULATION ILro" a4 14" TJI FLOOR JOISTS 0 16"O.C. 14" TJI JOISTS 360 SERIES ® 16" OC. - RR ® 76- W/3/4- 6-W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 1HR. RATED � 3b" SHEET ROCK (3) 11 ML HDR - 5/8" TYPE X SHEETROCK WALLS AND CEILING WALLS & CEILING TYPICAL WALL CONSTRUCTION 14" TJI JOISTS 360 SERIES 0 16" OC. W/ 3/4" PLYWOOD CEDAR PERFECTION SHI GLES TYVEK HOUSE WRAP 1/2' CD X SUBFLOOR W/ MIN SOUND 8"x8" COLUMN TYPICAL WALL CONSTRUCTION PLYWOOD SHEATHING Oq 2"X6" WD. STUDS 0 16' O.C. INSULATION WRAPPED IN 1"XlO" CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX R-21 INSULATION AZEK (TYPICAL) PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. 3 CARLAUNDRY LINEN BEDROOM R-21 INSULATION GARAGE CLOSET TYPICAL FLO R CONSTRUCTION ONE 14' TJI FLOOR JOISTS ID 16"O.C. W/3/4" PLYWOOD SUB o0R W/MIN. R-21 BATT. INSULATION 2"x6" ACQ SILL PLATE 2"X10" ACO LEIDGFR TERMITE SHIELD, SILL SEALER, 4" POURED CONCREJELAB LAG BOLT TO.B 5/8" DIA. ANCHOR BOLTS -4 MILL VAPOR BARRIER — ' 026"-0' O.C. 2"x10" ACQ JST. ® 16" O.C. LINE OF PROPOSED POOL COMPACTED FILL GRADE EL fie° PLATE 5/8" DI �illlff A. AlCH RILL SEALER, o CRAWL SPACE 14 TJI JOISTS 360 SERIES RAVEL DRAINAGE ° ® 16" OC. W/ 3/4" PLYWOOD UNDER DECK 8 POURED CONCRETE FOUNDATION SLAB ELEVATION 5'-0" % F„ SULATION DECK SKIRT TO BE VENTILATED WALL ON 8"X16" POURED 8" P.C. FOUNDATION WALL WITH #6 i61F �� HORIZONTAL SLATING 28' O.C. VERTICAL & "� 4" POURED CONCRETE SLAB SE MODEL # 1540-52 I , CONCRETE FOOTING 00 SFT OF COVERAGE L_d #6 BARS 36-OC HORIZONTAL 4 MILL VAPOR BARRIER ER VENT ON 8"X16" POURED CONCRETE FOOTING > LL W/(2) #6 BARS CONTINUOUS BAS GRADE 5'„2' O ED ON NYS CODER4 08.7 i (3) 2„X1 ACQ. GIRDER O FOR BUILDINGS LOCATED IN FLOOD o z N HAZARD AREAS: I „>� SONO TUBE ON L� S CROSS SECTION 3 -THE FINISHED GROUND LEVEL OF M 12 I , THE UNDER FLOOR SPACE SHALL BE 24�x24 x12" FOOTINGS SIW S CROSS SECTION 1 EQUAL TO OR HIGHER THAN THE „ 3 4" = 1'-O” AOUTSIDE T LEAST IONS SIDEROUND LEVEL ON MIN 36 BELOW GRADE SCALE: 1 / (MUST 8E VIRGIN SOIL) 1' SCALE: 1/4" _= -O" - SEE FOUNDATION PLAN FOR THELOCATION OF FLOOD VENTS. 0 U I � W ° z w z WU WOOD FRAMED W RIDGE CHIMNEY WITH STONE 12 VENEER 11� O O C, X6 CO AR I -rj 0 4 2 1 . RR ® 16 HEADER ® 32" O.C. O'�00 12 N RIDGE 0 N 12 2 X NSPRAY FOAM INSULATION p9�12 CEDAR ROOF SHINGLES TF,Q TO BE SELECTED BY S TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION OWNER UNFINISHED ®,s ROOFING PER SELECTION OF OWNER ROOFING PER SELECTION OF OWNER ATTIC 00 OVER 15# ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. O G HEADER HEADE ?k7 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 12 2"X10' ROOF RAPIERS ® 16" O.C. 6 \ \ RR 7N 6 2"X10" ROOF RAFTERS ® 16" O.C. 11 2�1° \ s o� TYPICAL CEILING CONSTRUCTION HEADER 2"x1 o" CLG. JOIST ® 16" OC. R-49 INSUL. TYPICAL CEILING CONSTRUCTIO "x1o" CLG. JOIST @ 16" OC. R-49 INSUL. 2" x 10" CEILING JOISTS ® 16" O.C. 2" X 10" CEILING JOISTS ® 16" O.C. %" SHEET ROCK W/ R-49 BATT INSULATION W/ R-49 BATT. INSULATION / WALLS AND CEILING \ \ TYPICAL WALL CONSTRUCTION / LINE OF ROOF LINE OF ROOF TYPICAL BATHROOM RAFTERS IN FRON REC ROOM o RAFTERS IN FRONT \ TYPICAL WALL CONSTRUCTION BEDROOM 3 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' CDX 12� 00 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X CEDAR SIDING BE PLYWOOD SHEATHING ON 2"X6" WD. STUDS @ 16' O.C. PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. SELECTED BY OWNER NER R-21 INSULATION o R-21 INSULATION I 12 TYPICAL FLOOR CONSTRUCTION N NE OF WALL BEHIND TYPICAL FLOOR CONSTRUCTION 6 �R ® 16 Q6 7/8 " 14" TJI JOISTS 360 SERIES 0 16" OC. 2 " " C h a r I es M . T h oma s 14 TJI FLOOR JOISTS ® 16'O.C. 14 TJI FLOOR JOISTS ® 16 O.C. 14 TJI Jo1sTs 560 SERIES ® 16 OC. W/3/4" PLYWOOD SUBFLOOR W/M!N. R--21 BATT. INSULATION W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 1HR. RATED (3) 11 �" ML HDR WALLS AND CE, SHEET OILING (3) 11 �" ML HDR 5/8" TYPE X SHEETROCK D a r C I"1 I t e C t WALLS & CEILING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' CD X CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X LIVING PROJECT PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. " " ROOM FRONT R-21 INSULATION PLYWOOD SHEATHING ON 2"X6 WD. STUDS ® 16 O.C. I GARAGE R-21 INSULATION PORCH 8"xP" COLUMN DECK WRAPPED IN 1"X10" TYPICAL FLOOR CONSTRUCTION AZEK (TYPICAL) INE OF WALL BEHIND ._,..._.._�........yWw .° 14" TJI FLOOR JOISTS 0 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION BLUE STON 2"X10" ACQ EDGER 2"x6" ACQ SILL PLATE 7 TERMITE SHIELD, SILL SEALER, 4" POURED CONCRETE SLAB LAG BOLT BOX 5/8" DIA. ANCHOR BOLTS 4 MILL VAPOR BARRIER ®26"-D" O.C. SECTION 2"x10" ACQ JST. ® 16" O.C. —III—III_ UNE OF PROPOSED POOL X6" ACO I ATE CRAWL SPACE 14" TJI JOISTS 360 SERIES " COMPACTED FILL III ACT EDIT€ SHI L SILL SEALER, ® 16" OC. W/ 3/4" PLYW00 — - /6`tITQ. A C OR BOLTS SLAB ELEVATION 5'-0" SUBFLOOR R-21 INSULATION DECK SKIRT TO BE VENTILATED 8 POURED CONCRETE FOUNDATION -III 026"-0" O. I HORIZONTAL SLATING " �� M 4" POURED CONCRETE SLAB 8"x16" SMART VENTS GRAVEL DRAINAGE UNDER DECK WALL ON 8"X16" POURED 8 POURED CONCRETE 4 MILL VAPOR BARRIER USE MODEL # 1540-520 DATE: 5/15/23 CONCRETE FOOTING FOUNDATION WALL ON 200 SFT OF COVERAGE 8"X16" POURED CONCRETE — — — — ADE EL. 5-D PROJECT No. FOOTING ° ° BASED ON NYS CODE R408.7 „ DRAWING BY. CMT 8" P.C. FOUNDATION WALL WITH #6 BARS FOR BUILDINGS LOCATED IN FLOOD Z (3) 2X10„ ACQ. GIRDER HAZARD AREAS: 1 - p CHK BY. 28” O.C. VERTICAL & " I DWG No. s CROSS SECTION 2 S -THE FINISHED GROUND LEVEL OF 12 m SONO TUBE ON CROSS SECTION 3 #6 BARS "POOR HORIZONTAL THE UNDER FLOOR SPACE SHALL BE 24"X24"X12" FOOTINGS ON 8"X16" POURED CONCRETE FOOTING EQUAL TO OR HIGHER THAN THE OUTSIDE FINISHED GROUND LEVEL ON ° MIN 36" BELOW GRADE [N-M-FOO 2 4" _ 1'-O" 3 W/(2) #6 BARS CONTINUOUS AT LEAST ONE SIDE. (MUST BE VIRGIN SOIL) SCALE: 1/4" SCALE: 1/4" = 1'-O" - SEE FOUNDATION PLAN FOR THE 7 OF 7 LOCATION OF FLOOD VENTS. 91 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY AN METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VI UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I TOP PLATE FRAMI G TOACCOMADATE TABLE R 301.7 ALLOWABLE DEF _) CORNER AND PARTITION POSTS LEC11ON OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS W / GREATER L 180 SLOPES THAN 4 W/NO TOP PLATES TOP PLATE SECOND STORY TOP PLATE— �WrrMM FINISHED CEILING f{1, GYPSM BOARD INSTAILY INTABLE 3.1 ATTACHED TO RAFTERS SEE DRILLING AND - NOTCHING PROVISIONS 16d NAIL AT 24" O.C. ACCORDANCE WITH STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- BORED HOLE MAX CEILINGS SEE DRILLING AND 0 SEE DRILLING AND /DIAMETER 6C% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX MEMEBERS DIAMETER 40% o BOTTOM_PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH OF STUD DEPTH WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 _ 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FlNISHE „ / / NSTALLED IN ACCORDANCE 5/8 MIN. T EDGE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE �-- o �- I ALL PANEL EDGES) WITH BRITTLE(b) FINISHES a- -r 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L 240 5/8" MIN. TO EDGE JOIST ENDS TO BE / � FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES —BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT -25% OF STUD DEPTH TOP PLATE SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 time the co OR BLOCKING WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES HALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the le ght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO 1 IN.x4 IN. RIBBON 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roof or SUCCESSIVE STUDS ARE DOUBLED walls of sunroom additions or patio covers, not supporting e ge of AND ES BORED LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of O OR BLOCKING / WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection hall co N ° 16d NAIL AT 24" O.C. INSTALLED W WITH WFCM TABLE 3.1 WFCM 201 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.22.2.1 WFCM 2015 SBC HIGH WIND EDITION Of SILL PLATE � JOIST .o . S E C TI 0 N .4.3.1 .1 FIGURE 3.3 B WALL BRACING ADJUSTMENT FACTORS BY ROOF S E C TI 0 N 3.4.2.1 .1 FIGURE 3.3 A OR ASEMACE 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD NOTCHING I N G SUBFLOOR FRAMING MEMS, RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 O BEARING WALL FOR EXTERIOR BEARING AND INTERIOR U) N ROOF PLUS ONE STORY 1.o t.t LATERALBRACEAT 6' O.C. JOISTS TYPICAL WALL, FLOOR & ROOF FRAMING NON—BEARING WALLS: R602.6 QQ,�, 2 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) 1 1 1 N a. LINEAR INTERPOLATION SHALL BE PERMITTED V / kkdd WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2—Tod NAILSW N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TE TRUSS OR CEILING JOIST z F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER > W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PPLE TUD IOR STUD TO STUD DET IL i GABLE END TRUSS Q Q < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL TONNECTORS 0 TYPE — < 6 FEET < 8 FEET 1/2" SPACINGS A A R QUIRED U ALLOWS E ICH SIDE 1 - 08d NO. 8 WOOD SCREW 16" 10" 8" HINSrALLINSTALLATIONTALLANoN NAILS O ANCHOR WITH 2" EMBEDMENT HEADER STUDS ULL LENGTH �— A A WA STUDS 5d COOLER NAILS AT 10" O.C. LENGHT DOUBLE Q STUDAMI".) ° AT HDWARE o CORNER STUD NOTE. OKA1D0 EACH CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIR D BRACE WITH4- 0dNA° � z NO. 10 WOOD SCREW 16" 121' 9" HOLDDOWN ° o TRANSFER SHEAR TYPIC:L AT EACH END OF HEADER AN ANCHOR WITH 2" EMBEDMENT (HDU) ° CONN CTO S AT BOTTOM OF HEADER STUD IN GYPSUM BOARD LENGHT NOTE: SIMILAR REQUI ED N UCL ADDITION TO CONNECTORS AT z W o ° CONNECTION AT CO NEC R 5d COOLER NAILS AT 7 O.C. FOUNDATION. EA H SIDE R UIR WALL STUDS AND AT TOP AN Q ° 2-16d COMMON BOTTOM OF CRIPPLES 120 GAUGE STRAP W NAILS AT6' D.C. FLOOR BRACIN AT END BAYS 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° ° TYPICAL FRAMING AND UPLIFT 10-8d NAILS QUd WITH 2 EMBEDMENT � END WALL LENGHT ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS QW ) .� SUBFLOOR 8d NAI AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ; 21 FACE OF FOOTING CEILING BRACING GABLE ENDWALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN N cn NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. a ,y SH AR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. � TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING Ems,; � PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° , H VQUIRED CEILING CE TER 2x BLOCKING RIDGE HANGERS IF p LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT �y H/ BUT NEED NOT R 0 SHEATHING JOINT USE 8-8d COMMON NAI�,S Ir- 0 ° EXC ED 15 FT. AX. EXCEED 40 FT. MA RAFTER TAILS ARE NOT BEACH END OF 1 1/4 N WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP (HDU) WN ° ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z (HDU} o ° CONNECTED TO BASED ON SHEA WALL REQUIREMENTS ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL BALLOON FRAMING 0 20 GA. STRAP— STUD(MIN.) P EFER RED METHOD AT HARDWARE RAFTER 1» 4 WIDE MIN. 8d NAIL AT 12" O.C. ON 0 U_ W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: cYPsuM BOARD z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT U) 4-JFLOOR TO FLOOR PHD5 24,. �� RIDGE TENSION STRAP DETAIL- � CnCONNECTION ° TABLE R301 . 5 NOTES0 FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING _ EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND TABLE R 3 01 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION I N I M U M UNIFORMLY DISTRIBUTED LOADS ( PSI )8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Fra m i n g , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION (AA) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE ~ 3 ROOF FRIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPS N STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTER OR BALCONIES 40 w 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. M CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL EDGES) d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR NAIL PENN a ANY POINT ALONG THE TOP DECK 40 PENETRATION INTO FRAMING IS ACHIEVED. WALLS. SII * INSTALL THROUGH FIRST FLOOR SHOE. WOOD S RUCTU PANEL IN TALLED IPJRAL f. GUARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 �{ HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ,< ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 �I NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, CFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTIC WITH STORAGE 20 ® HIGH WIND EDITION) LOAD REQUIREMENT. m g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOM OTHER THAN SLEEPING ROOMS 40 ®I 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL ( )DGES AND g INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO W W My FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIR 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUAR RAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS o 2 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS o e MET: • E X TE R I R CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL — DOWN STAIRWAY • 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN LJ Simpson Strong — Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITIONS The design of this structure is based upon prescriptive approach using the TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural lements GENERAL N 0 T E S: are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed in accordance with all State, t�,1 ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on NUMBER OF NAILS RESISTING SUPPORTING9 ( ) municipal, JOINT DESCRY TION NAIL SPACING local zoning and building codes and ordinances 5/8" ANCHOR BOLTS 39 sheet no. 1 having COMMON NAILS 1 - FLOOR g jurisdiction and best standards of construction s LATERAL AND SHEAR LOADS 2 - FLOORS 5/8- ANCHOR BOLTS 26 All non engineered lumber to be Douglas Fir#2 or better Wind Limitations-Section R301.2.1 practice. _ &, RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMP-nONS IN TABLE 3. The American Institute of Architects Conditions shall apply ( - / ; ..fl7 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born ebris to all work performed on this project. , 1 CEILING JOIST TO TOP PLATE TOE-NAILED) 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS (FACE-NAILED) Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER (FACE-NAIL--D) 6-8d PER TiE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment incorporated in the work will be new, and that all work BLOCKING TO RAFTER (TOE NAILED) 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a. WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 consent of the Architect. Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 2-16d PER 2X4 STUD TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker 3-16d PER 2X6 STUD Compensation, etc.) and general liability in an mount not cn damage and Insulation-Section R316 less than S 5 million and automobile liabilit 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 y g o t Moisture Vapor Retarders-Section R31coverage not less than S 2 million. The Architect shall be in N BOTTOM PI ATE TO El OOR JOIST, RA DJOIST, ENDJOIST OR RLOKING FACE-NAILED 2-16d (SEE NOTE 1,2) 8 PER FOOT Protection Against Decay-Section R318 named insured on any and all policies. > ' FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Site Address-Section R319 insulation at ail perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and r gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is WW 0 3-16d PER JOIST to be presented to the Owner at the completion of the job. ` V BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 0 Ancor Bolts SSTB-28 See chart on this sheet for s and the sewage disposal system to meet Health Department standards. ROOF SHEATHING 5/8" ( ) spacing 13. Do not scale drawings. Use figure dimensions only. ^ 8" poured concrete foundation wall, 8'-0" high, 3000 14. All work to conform to the rules and re ulations of the New York UJ ` V STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage test e to top of footin' g Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000 test z GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD " # " " glazed and all exterior door to have insulated cores. W 2-1 3/4 x11 7/8 Microlam Girder (or 3 1/2"x11 7/8 Power Beam) 15. The insulation protection as indicated on these plans exceeds GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" " 4" poured concrete floor slab with 6x6x rbarrier p the Code's minimum standards. Q /EDGE 6FIELD Dap proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" F1ELD 30"00"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for Q CEILING SHEATiNG CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used O Deck and porch flootings as noted, 3000# test, 48" minimum buried dep h on any other project except by written authorization of the Architect. Q 1 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site l-J WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, All footing to be carried down to undisturbed soil contractor or local building department. 0 No footing shall be set higher than a 30 degree angle from any other fo ting STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel fully columns. Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS C strength and has been anchored to the floor above, or has been sufficie tly L braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS Z Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W ' Fireblocking - Section R502.13. z ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie UJ 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 0 Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTERW 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q �y Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. STRUCTURAL PANELS Walifroming and finishing shall be nailed and or screwed in accordance wi h GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 " NOTE: 1x6 fascia, wra SSP CONNECTOR AT 16 O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGE / 6" FIELD f Allumnum gutterss. offand leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrop. MTS 36, 16 o.c. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36. 16" O.C. USE (4)-8d NAILS AT EACH END 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition - Son Sim Strong-Tie O 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: P g O At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 i--- N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g z SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10d X 1 1/2" U Follow exterior corner framing detail figure R602.10.5 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) z NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: » SIMPSON H-8 USE W/ONLY SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal 17- PC44 FOR EACH POST MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL %" ANCHOR BOLT (14") percent slope), BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent sl pe ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT MTS12 ® EACH JOIST underla ent e (EVERY STUD) STUD TO SI SEE ANCHOR SCHEDULE shall be two 2 I ers applied in the following manner. Apply A 19-inch 483)strip U210 2X6 ATTACH T ( of ( � y pp g pp y ) p PORCH POST TO DECK USE: p•e AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) -� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 Ys" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlaTnent, PORCH ROOF RAFTER TO GIRDER USE: CD (14) SDS Y4" X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER ° o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2" \ CIO r� (" MIN EMBEDMENT o o e For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK L D G E R U N I� SEE FOUNDATION PLANS A-3.1 AND ° A-3.2 FOR LOCATION o Ice Protection Section R905.1.2 A; ( ) CONNECTIONS M . •Q (MINIMUM DOUBLE STUD) o Underlayment in High wind (Section R905.1.1) O v °.° e° ' - SIM ON STRONG - TiE Flashing (Section R905.2.8) STU Y BEARING PLATE J.o° .Q • a° e ° , o n „ Chimney and firespaces - Chapter 10 i ° e 'Q °• ° '' �� 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. `r ° .'° �' a I� a °• ' „ Mechanical - Chapter 12 D ,'� ••o• ° ° m 4• ��a �' a US 4-8D NAILS @ EACH STUD, General MechanicaP System - Chapter 13 FOR HEADER OR ° D •d G•eD e° e° e° p ee n Heaitng and cooling equipment - Chapter 14 BEAM c a a • • c�� a Exhaust Sustem - Chapter 15 ■ Z ° ^° ; ^� ;n. 414. jf� e.. 'o e° Duct System - Chapter 16 •� DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Stro g-Tie - ° ° e° a e° 'i{� ee A n Chimneys and Vents - Chapter 18 AC4 a � a ��'wa D Plumbing - Part VII AT EACH PO o • �o A °• SEE PLAN 1 3/4" IMUM A SSP Flood Zone - 301.2.4 , '• L A' w q EDGE DISTANCE •�� ce D HEADER FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie • U CONNECTION KING STUDS CS20 1'%" COILED Y2' THREADED ROD L STRAP. MIN 12" REQUIRED FOR STU 1/2 SIMPSON STRONG -- TIE JACK STUDS OVERLAP AT EACH V L co 1 1 4" COIL STRAP - CD SIMPSON STRONG-TIE ' STUD / H2A CNW NUT COUPLER �{ o 16" O.C. USE 4-81) SIDECOVER U `V AT EACH ROOF o NAILS AT EACH STUD RAFTER USE 8-16D MIN EDGE MIN OVERLAP IS 12„ NAILS AT EACH END, JACK 0 SIL o ®� :b DISTANCE* o . 12" MIN OVERLAP PER RT2.5 - COMPONENT S HD8 �°; °§4`? :; ° :.g;'• MIN EDGE SHEET N0. STUD TO ROOF RAFTER DISTANCE* WRAP UNDER SILL PLATE FLOOR TO FLOOR Si pson Strong-Tie *NOTE: SEE MANUFACTURERS L CONNECTION TYPICAL STRAPPING FOR MIN. 0`/ERLAP IS 12" C 0 N N E C TI 0 N S. ABT EACH POST FOOTING MINIMUM DISTANCE CHART FOR IQ FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND .v, CANTILEVER CONDITION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION WALL TO F-0 N D ATI ON CONNECTION I I Mill III 11MUNNINIMM11111111 1111M I, mill 11 11 AUTO COVER VAULT. SIZE PER MANUFACTURER SPECS. EXTEND POOL NQTES: GRADE BEAM TO PROVIDE 1. POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING SUPPORT 4,000 PSI POURED CODE, TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. 2. POOL SHALL CONFORM TO ANSI/ NSPI STANDARDS R326.3.1. CONC. GRADE BEAM 3. SECTION R326.7 POOL ALARM REQUIRED. (SEE SECTION C—C) 4. ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. ` 5. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. B 6. POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: cn I I µ POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY). NHP 1 .........,w_»..-.,.,.,.»..�.,-�..,,..,'......,Ww __.__._...,._..._. _,_,... __.._"._._.._,..^ �- ^" _..___._.................".................,.._.. _•.,,,,. -.,_,w,,,,,,,__,_,.,,_. ...._,..,,.,_._,,._._. _ . --------,.,.,,.,,..-_-—- SECTION R403.10.1 HEATERS SECTION R403.10.2 TIME SWITCHES SECTION R403.10.3 COVERS .......... ................................._._. .__...w..__......_....._........._.... ._. .-. „__......_..._..._W_...._..."..__.. 7 O SURCHARGE ALLOWED WITHIN 4' OF SHALLOW ND AND 6' OF rfu N I HA E DEEP END. I I ( HP 7 �HP 14 I HP 15 8. THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,000 PSI 0 28 DAYS. 9. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF I HP 6 30 BAR DIAMETERS. I I I I I ( 10. REBAR SHALL BE 3" MIN. CLEAR TO EARTH. T-5" ;,••,^ 11. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. 6'_5" 12.C 12. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER (VGB) I I I I T. POOL DIVINGEQUIPMENT SAFETY HALL BE INSTALLED ON Q THIS POOL. I HP $ HP 13 A 14. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 2200 DEEP HOLE DRIVE, MATTITUCK, 1 I HP 51 N.Y. 11952 ONLY. 1g'_3" f ff 15. SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL, SITE GRADING AND 15 -9 A HP 2 I I I I I HP 16 (TYP OF 4) DRAINAGE FOR PROPERTY. { I ! GENERAL NOTES: 1. HM ENGINEERING, P.C. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, E -" HP 9 I HP 12 ( TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF THE I n PUBLIC OR CONTRACTOR'S EMPLOYEES, OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY € I \ ( 6'-5" 1 = OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7'-5" I I ! 1 I I ( HP 4I I I ( I 2. SELECT GRANULAR FILL / MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T. STANDARD SPECIFICATIONS, LATEST EDITION. „_...v. ._.,. . -... I HP HP 10 HP 11 Hp 17 3. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL, SURPLUS I { ~--- - - MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. € 4. ALL MUNICIPAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION SHALL BE NOTIFIED A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE OF ALL CONSTRUCTION, UNLESS OTHERWISE 00 B INDICATED AS A CONDITION OF MUNICIPAL APPROVAL OR PERMIT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INSURING ALL NECESSARY MUNICIPAL INSPECTIONS, '- CONDITIONS OF APPROVAL, AND CERTIFICATIONS ARE PERFORMED AND OBTAINED IN ACCORDANCE TO THE APPLICABLE PERMITS AND MUNICIPAL REQUIREMENTS, LEGEND POOL PILE PLAN SCALE: 1/4" = 1' - 0" HELICAL PILE 1/2- EXP. JT. AND SEALANT (TYP.) (4) #4 BARS DECK BY WATER LEVEL OTHERS WATER FROST PROOF PROPOSED COPING CONTINUOUS TOP OF LEVEL TILE EL. 9.5 WALL; TIES 12" O.C. (TYP'.) "._.___.,.._._------------.,..... "__,,,_.__,»_"...............»....................,................. ....._. AUTO COVER PROPOSED 10.5 MIN. GUNITE - `x GRADE 4._0» WALLS WITH #4 REBAR #4 BAR 0 6" O.C. � PROPOSED VAULT 3'_9" 12" THICK " VERTICAL WHEN WALL / GRADE REINFORCED GUNITE max. 12 O.C.E.W. EACH 1'-6" POOL FLOOR 6'_5n FACE HEIGHT EXCEEDS 5' r.' 6'-2" 'E ..��- '.f.�-:-,��•�=�I ;�:::: 12" GUNITE SLAB #4 -'''i=; ' 1 3'-0"I a/ s , ::::::::"{ " BARS ® 12" O.C.E.W. E__„{t-t-. - ti gip„ A k 4 BAR CSA 6 O.C. min _,..;..^t. ,^(.__t•.?r-I^,iI_,J,..g..µI,r."_{_-{{'........•... ..�........y 't{s......i„..x..:t'.It”?,: ,,z..".,..,,;I r;s,....,=»:„t,_,:,,.±:�....z.L�.:.r{-{:..,I.:{,..m:.,.,s;°s... . ;�•'��.:;:. ' . A VERTICAL WHEN WALL 4." {{ . HEIGHT EXCEEDS ,000 PSI POURED i. 11 { I CONC. GRADE BEA M -i{sy». { ,,,,,,,{{{.....,,�{{{.; „^»I t{..,.".,.;.s I{.,.,,,,, I r.., •. b ?;�.., f :..�. ,.i ° ..,,,.1 f ,. :y t s�»{,,,»s,.._,;....,.;,....._.—{_,.!<,..,,...;.s,{"{.... ,,,.;"..°..,5.,k,,,,,,y.,.,s ._. {.:,....{ _.;.,1s..s.:-...:,..Es»:y._;;.._:»E.:> { ' . ; t..,{,I. ,...s..,s.s t,.{...{...i.:I{.:..,s..,s i{..:;.•.: -A 1 h,..,..i:„,t,,,t,,s.;:. _— ;;._",.,,� � •°.r <:;,,._,€€w"N:-E.;I:.,.I (INSIDE FACE ONLY) _ �. . 4,000 PSI POURED CONC.,{. {: » TION C )(SEE SEC_41 . , .........;{. .—,.3, <_ E : GRADE BEAM SEE SECTION C CON SHEET 2 OF 2 i ,. I' € .:. ..; ':'.{ .......... : HELICAL PILE { 6 GRAVEL SUBDRAIN LL"' (TYP.) 1'-6" 1'-6” 4'-3" 2 MAIN DRAINS WITH HYDROSTATIC VALVES AND COLLECTOR TUBE IN 7'-1" 7'-1" 7'-1" 7'-1" GRAVEL BASE HELICAL PILE (TYP.) SECTION A-A SECTION B-B SCALE: 1/4" = l' - 0" SCALE: 1/4" = l' - 0" clOIE,s� � � � 1. THIS IS ANON-DIVING POOL. ECEu 2. THIS PLAN PREPARED FOR PILE LAYOUT, SHELL STEEL AND POOL LAYOUT ONLY. 3.O.C. EACH WAY TIED TO POOL STEEL 0 CT 1 8 2023 ALL BENCHES AND STEPS TO BE REINFORCED WITH #4 REBAR AT 12" , sillfeins poPprtment Town of Solxtho'id NO. DATE DESCRIPTION BY OWNER: PROPOSED GUNITE POOL CHRISTOPHER& ELIZABETH AUSTIN 2200 DEEP HOLE DRIVE PILE LAYOUT PLAN MATTITUCK, N.Y. 11952 2200 DEEP HOLE DRIVE APPLICANT: SITUATED AT CHRISTOPHER& ELIZABETH AUSTIN MATTITUCK 2200 DEEP HOLE DRIVE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MATTITUCK, N.Y. 11952 S.C.T.M. DISTRICT 1000, SECTION 123, BLOCK 04, LOT 5.1 HM ENGINEERING, P.C. P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 PHONE(516)476-5392 FAX (631) 980-7671 EMAIL: HMARNIKA@HMENGINEERINGPC.COM J J.v 2 't DRAWN BY: HM PROJECT NO.: 23140 NOTE ( ! DATE: OCTOBER 12,2023 DRAWING NO.: THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING,P.C.. TRUE COPIES HAVE DESIGN PROFESSIONALS S-101 UNAUTHORIZED ALTERNATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF RAISED SEAL AND SIGNATURE IN BLUE SECTION 7209 OF THE NEW YORK STATE:EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: 1 OF 2 ME I loll Illm HELICAL, PILE SPECIFICATIONS: 1) ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENANCES AS MANUFACTURED BY MACLEAN DIXIE. ALL HELICAL PILES ARE TO BE INSTALLED BY A FACTORY CERTIFIED INSTALLER. ALL HELICAL PILES MUST BE ICC APPROVED AND BE IN ACCORDANCE W/ NYC D.O.B. 2014 SIZE OF COPING TO BE ADJUSTED BASED ON WALL FINISH. CODE. A) MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING. AUTO—COVER B) ALL WELDING TO BE PERFORMED BY WELDERS CERTIFIED UNDER SECTION 5 OF THE � TO CODE 14' POOL COPING 2'-0" AWS CODE D1.1. 4'-0" /4 STIRRUPS O 12" PROVIDE 15' PENETRATION 2) HELICAL PILE LEAD SECTIONS SHALL BE MODEL 150H-101214-S7 WITH A 1.50" ROUND INTO GRADE BEAM CORNER SQUARED SHAFT AND AN 10" 12" 14" DIAMETER HELIX. LEAD SECTIONS SHALL BE 7- #3 STIRRUPS O 12" LONG. ALL HELIX PILE EXTENSIONS SHALL BE P28 — 2-7/8" SCH. 40 (MIN. 6,700 FT—LB TORQUE RATING) PIPE SHAFT 5, 7 OR 10' LONG DEPENDING ON VERTICAL CLEARANCE. ALL BENCH/ 4" PILES SHALL INCORPORATE THE PATENTED MACLEAN—DIXIE SQUARE CONNECTIONS. SWIM—OUT TO 4'—O. 4 — #5 BARS CONT.---�I I iil BENCH TO CODE a a a 3) HELICAL PILES, EXTENSIONS AND APPURTENANCES SHALL BE HOT—DIPPED GALVANIZED CODE a STEEL IN ACCORDANCE WITH ASTM A153. ° 4) ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED ENGINEER. THE 4 - #4 BARS EACH WAY a I INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE INSTALLATION OPERATION. 1 18" LONG ABOVE EACH PILE a °. T- 14'-0' PROPOSED GUNITE 5 HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 12' BELOW EXCAVATED SWIMMING POOL 5'-0" (INTERIOR) 2'-0" GRADE AND A MINIMUM TORQUE OF 4,800 FT—LBS. AND A MINIMUM CARRYING CAPACITY OF 392 S.F. 12 TONS WORKING LOAD (DESIGN) SUBJECT TO THE FOLLOWING PROVISIONS: STEPS TO CODE a ° a A) IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN SATISFIED AT THE MINIMUM DEPTH (NON—SUP ° d 9" LEVEL, THE CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS: DESIGN) a) INSTALL THE PILE DEEPER USING ADDITIONAL EXTENSIONS UNTIL THE SPECIFIED 3" CLR. a TORQUE LEVEL IS OBTAINED. REMOVE THE EXISTING PILE AND INSTALL A MORE HELICES. bTHE REVISED PILE SHALL BE INSTALLED BEYONDPILE THE TERMINATION DEPTTHWITH LARGERO OF THE 4,000 PSI POUREDJ 4 ORIGINAL PILE, AS DIRECTED ENGINEER. CONC. GRADE BEAM aL 6' x 6"x 3/4" A36 c) ADD ADDITIONAL PILES AS RECOMMENDED BY ENGINEER. 7'-3" SEL PLATE 2 MAIN DRAINS WITH 4 — /5 BARS CONT. WELDED TO SLEEVE B) IF THE MAXIMUM TORQUE RATING OF THE PILE AND/OR INSTALLING UNIT HAS BEEN HYDROSTATIC VALVE AND REACHED PRIOR TO SATISFYING THE MINIMUM DEPTH REQUIREMENT, THE CONTRACTOR SHALL 28'-0" COLLECTOR TUBE IN HAVE , a) THE OPTION TO INCREASE THE TERMINAL TORQUE TO A MAXIMUM OF 5,500 FT. (INTERIOR) GRAVEL BASE a SONOTUBEI1' — 2' LBS., b)AFTER CONSULTING WITH THE ENGINEER OF RECORD, THE CONTRACTOR MAY REDUCE LENGTH THE SIZE OF THE HELIX AS REQUIRED TO ACHIEVE THE MINIMUM DEPTH WHILE STILL ACHIEVING THE MINIMUM TORQUE. 6) HELICAL PILES SHOULD BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN ALL CHANGES POOL LAYOUT PLAN HELICAL STEEL PILE IN PILE LOCATION MUST BE APPROVED BY THE ENGINEER. SCALE: 3/16" = l' - 0" NOTE: 24TON ULTIMS 5 KAP AXIAL TE 7) IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE ALL CONTRACTOR SHALL HAVE THE OPTION OF REMOVING THE OBSTRUCTION IF POSSIBLE OR THIS IS ANON-DIVING POOL. CAPACITY IN TENSION RELOCATING THE PILE WITH THE ENGINEERS APPROVAL. THE LATTER OPTION MAY REQUIRE THE RELOCATION OF ADJACENT PILES. 8) A) THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A PTS APPROVED STEEL BRACKET OR SLAB-SUPPORTING CHANNEL AS THE CASE MAY BE- AS SHOWN ON 1/2" EXP. JT. ENGINEER'S PLAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY AND SEALANT 28'-W TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE. (TYP•) B) THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A PTS APPROVED FOUNDATION BRACKET GIVEN THE FOLLOWING PROVISIONS: DECK BY WATER FROST PROOF PILE CAP & GRADE BEAM SECTION C-C a) PILE SHALL BE INSTALLED A MINIMUM OF 2 DEGREES FROM PLUMB AND A MAXIMUM OTHELEVEL FRO SCALE: 1" - 1' - O" OF 5 DEGREES FROM PLUMB. (TYP•) - b) FOOTING SHOULD BE NOTCHED FLUSH WITH THE FACE OF THE WALL AT THE _......,_.,__._.__�. ...._._..._,....__..._......._......... ....._,...__ .,_._.,..._�.__._._,-_..... _........ ..__......�._........,_................_... INS LOCATION ...._..,:_.._ .-- --.;....1.........:....:. �_.._;. ; ^� r,,..b...,._.:,.. ._,:-�._.... _�.,.-3_..;. :_..-.�- ..::, PROPOSED c) NOTCH SHOULD EXTEND 4 INCHES ON EITHER SIDE OF THE FOUNDATION BRACKET VAULAUTOT COVER GRADE 4'_0" LOCATION 3'-9" 1Y THICK 3�-E'" max. STRUCTURAL CONCRETE NOTES: d BOTTOM OF FOOTING SHOULD BE CLEAN, SOUND CONCRETE REINFORCED GUNITE a NON-SHRINK GROUT SHALL BE APPLIED TO THE BOTTOM OF THE FOUNDATION DRAIN TO POOL FLOOR 81-2" 6'-5-DRYWELL � - 1. REBAR BRACKET TO ENSURE A FLUSH CONNECTION ASTM A-615 GRADE 60 DEFORMED. 0 FOUNDATION BRACKET SHALL BE ATTACHED TO THE STRUCTURE USING 8- x 5/8" ANCHOR BOLTS 2. CONCRETE MIX g) APPLY 50% OF THE DESIGN LOAD USING A JACK WITH G'UAGES TO PROPERLY SEAT a) MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI ® 28 DAYS. THE PILES (DO NOT EXCEED DESIGN LOAD OF THE PILES) TR� b MAXIMUM SLUMP 4 INCHES. 9) WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE. THESE r 3. REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION RECORDS SHALL INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: v\—_2 MAIN DRAINS WITH HYDROSTATIC OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" BY THE AMERICAN a PROJECT NAME AND/OR LOCATION VALVES AND COLLECTOR TUBE IN CONCRETE INSTITUTE (ACI). b NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED THE INSTALLATION. GRAVEL BASE c DATE AND TIME OF INSTALLATION 10'-0" 8'-0" 10'-0" CONSTRUCTION NOT1 S: clLOCATION AND REFERENCE NUMBER OF EACH PILE 1. TOP OF PILE CAP AND TOP OF GRADE BEAM ELEVATIONS SHALL BE a DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED COORDINATED WITH FINAL GRADE. SEE PLANS BY OTHERS FOR FINAL ELEVATIONS f) OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF GRADE BEAM OR FOOTING AND SURVEY DATUM, g) TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL IN LIEU OF 2. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY THIS REQUIREMENT, THE TERMINAL TORQUE SHALL BE RECORDED AS A MINIMUM DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR h) ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION TO CONSTRUCTION. 10) THE INSTALLER MUST PROVIDE A N.Y.S. LICENSED PROFESSIONAL ENGINEER CERTIFIED PILE POOL SECTION LOG. SCALE: 3/16" _ ?' - 0" 10.5" COPING STONE COPING STONE WATER LEVEL 3" DOWN a a FROM TOP OF POOL •a • a (3) #4 BARS 6" FROST PROOF T.O. WALL TILE BAND a a • a (4) #4 BARS ® T.O. WALL (TYP.) #4 BARS ® 12" a d. CONTINUOUS BOND BEAM O.C.E.W. ° TIES 12" O.C. 4 a a 1/2" POOL PLASTER FINISH a a PNEUMATICALLY a APPLIED CONCRETE • a 2" CLR (TYP.) a ° (4,500 PSI) ri• c GRADE PNEUMATICALLY 4 °' a. APPLIED CONCRETE (4,500 PSI) v 6" RADIUS (MIN.) 3" CLR o a a•a NO. DATE DESCRIPTION BY ( ) 4 aQ. • °. 4 " OWNER: PROPOSED GUNITE POOL PLAN CHRISTOPHER& ELIZABETH AUSTIN a" 2200 DEEP HOLE DRIVE AND DETAILS MATTITUCK, N.Y. 11952 2200 DEEP HOLE DRIVE APPLICANT: SITUATED AT CHRISTOPHER& ELIZABETH AUSTIN MATTITUCK 2200 DEEP HOLE DRIVE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MATTITUCK, N.Y. 11952 S.C.T.M. DISTRICT 1000, SECTION 123, BLOCK 04, LOT 5.1 HM ENGINEERING, P.C. WALL DETAIL AUTO VAULT DETAIL 4 P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 SCALE: 3/4" = l' - 0" SCALE: 3/4" = l' - 0" PHONE (516)476-5392 FAX(631) 980-7671 C EMAIL: HMARNIKA@HMENGINEERINGPC.COM DRAWN BY: HM PROJECT NO.: 23140 NOTE l DATE: OCTOBER 12,2023 DRAWING NO.: THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING,P.C.. Txu COPIES HAVE DESIGN PROFESSIONALS O UNAUTHORIZED ALTERNATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. RAISED SEAL AND SIGNATURE E BLUE P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: 2 OF 2