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r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITHI ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 60963 Date: 7/17/2024 Permission is hereby granted to: Keating, Anne 50 W 96th St New York, NY 10025 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 695 Youn s Rd Orient SCTM #473889 Sec/Block/Lot# 18.-1-5 Pursuant to application dated 2/21/2024 and approved by the Building Inspector. To expire on 1/16/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,125.50 CO-ADDITION TO DWELLING $100.00 Total: $1,225.50 Building Inspector O e4 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1 1 971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 I tttt1,s. /ww w r Mgt tittiolBdiox�,i'ijiv. Date Received APPLICATION FOR BUILDING PERMIT U V For Office Use Only E 1 PERMIT NO. 0-� Building Iaaspectar; * .A� 202 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant Is not the owner,an nees Authorization for (Page )shall be completed. Date:2.15.24 OWNER(S)OF PROPERTY: Name:Anne F. Keating scTM# 1000-18-1-5 Project Address:695 Youngs Rd. Orient NY 11957 Phone#:917-207-1587 =Ema-ii:annefkeating@yahoo.com Mailing Address:50 West 96th St. Apt. 1 D NY NY 10025 CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Email:joanchambers10@gmail.com DESIGNI INFORMATION: Name:Peter Marren Mailing Address:PO Box 531 Orient NY 11957 Phone#:917-992-5369 Email:pm@marrenandnewman.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION I ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes igNo Will excess fill be removed from premises? ❑Yes RNo 1 �i PROPERTY INFORMATION Existing use of property:residential Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes 'No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by I 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 buildingls)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 By(print name):Joan Chambers @Authorized Agent ❑Owner , Digitally signed by Anne F Keating Signature of Applicant: 1 l; Date:2024.02.19 14:28:28-05'00' Date: 2/19/2023 STATE OF NEW YORK) SS: COUNTY OF ) Joan Chambers being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Anne Keating residing at 695 Youngs Road, Orient, NY do hereby authorizeJoan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. > Date:Digitally24.02.191 9�7-Keating Feb 19 2023 Owner's Signature Date Anne Keating Print Owner's Name 2 120105 IESiN01EDATA rnw LOCATION MAP ENERALNO ,Esr�,:" ww. � c a`r"eriw no mw"•®me t - _--- awnrewne.roa,aa.u.w.® w,�wra. ,. w rwwuwoanomrc uw.wvo.m+�a s+wwwanosnrasmuowssocuma,wwsu: amx�w�wu�>m a- r unnusumwwuomva ww.onw k € r ��� � f` F aau [ -- a-- wsr...urrasmemas ".muss ua"wsewEwss"� a � r f , sal " .w wr oowx a rvec .es wnnm� x ram�wnws+meeusoea v T w �. ) �.- � a rLLmiunsucrue.auur¢rtevransrtasvem.smwn + rwwmsnoswwnrcrwxsvr sroromwnasmsiwro ee+s - p a - t[..a owr mmmrom.noww.woa.rrcemenroamnvmna�awrs lop r BILL OF MATERIALS r �c uwr Seca ILIW:.€ +M x uma VIX rI .ra �wtwrww�wx��w�aa�"'"`"Paa�w ' rffiiC P #fX-av!%i -owmur&mra1umve[anu�u¢+vmmrtsiurva 1� 3�.3, -.: a. savassc.banla' LaaRe+[ iq.'£8SS. .+laia..F Y2 Ey vg'4Y itav �k33F1�, g=� Rs�wa� n sev sa��vutu�u�- �naw.��a.+aar•. ate+, .. NIi1�RRi '-7 rminmrtN r�iwnnrw ...,_z4z'sh• .:Bs 5£C�£m } rwneeewrtur pu X 3 3^S3 xs=� .x.i. ;' t euurnnwvY4ul pp - we�.i+#w.e+�3iv� �%Ps1E" eLSE x ::=e-. ,,,_ —•tr:-d.. E....2' � DRAINAGE CALCULATIONS: SITE PLAN ri¢raaasmoNs�mwur srsrwrovxmmesowre w�•r••� susnavna aunvmaxuxar '� ow.w.reuas•�• a«.s"nr..er<...."....,e,m...m Sw+ ,� 6-i srowss ns van r..� -.-. c.s s a. sY zra%reRr,,;..s,•s.€ •s..,saw...,,",.�....so.ew..".�.w _- I ®e. f- aa. R C iar.Fc�A ., ..n.+......,....."..m,e..+"n. uc_ suEK�ca_v a - w ELECTRIC RISER DIAGRAM -- - �x.��a..:� W-1-1m POLYLOK 3017-20HB 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL HYDROACTION AN-0OODETAIL Ec-F—T- TE rEg�.�. Ewa-.asse5x. SANITARY SEPTIC SYSTEM PROFILE Condon EIIJIDOBfIDg,P.C. KEATING D95YOUNGS RESIDENCE OAO wrosws ""' `� _.... nsssgsuee Rosa �"' _ # �' a"""a10 MaNWc,New YOM 11BSt ORIENT,NY OF vema:3Tt€ :I SANITARY PLAN Generated by EScheck-Web Software °4 µ pp L M11milmiance Certificate � Project Young's Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 695 Young's Road Orient, NY 11957 Compliance: 3.4%Better Than Code Maximum UA: 247 Your UA: 142 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. p L wi i.ade tiro u+offs a i..e no ic�qe r clailn liIde ed M t1ii e k M or p ei,roi ini w ua'e oiiclli:w"hwu ce path liii�u REScV u:�ck Each s ab-m- i!ad ass inbLy°rn the sp ed ied cIfinate zoinemusl[ iiiielEit flie Winii°nuin en i code hisullation R..vahie and delll)th requhrc ,i1ents En'" e l A ,s e l"I""i b l l e' Ceiling: Flat Ceiling or Scissor Truss 729 30.0 1.5 0.033 0.026 24 19 Wall: Wood Frame, 16" D.C. 684 15.0 1.5 0.068 0.060 33 30 Bed Door 1: Glass Door(over 50%glazing) 21 0.320 0.320 7 7 SHGC: 0.24 Bath Door 1: Glass Door(over 50%glazing) 21 0.320 0.320 7 7 SHGC: 0.24 Vestibule 1:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Utility 1:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Office 1:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Office DH 2:Vinyl Frame g 0.310 0.320 3 3 SHGC: 0.30 Office DH 3:Vinyl Frame g 0.310 0.320 3 3 SHGC: 0.30 Project Title: Young's Road Report date: 05/28/24 Data filename: Page 1 of 2 4 I- OEM Office Fix:Vinyl Frame 9 0.290 0.320 2 3 SHGC: 0.31 Bed DH1:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH2:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH3:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH4: Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH5: Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH6: Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed Awnl:Vinyl Frame 4 0.290 0.320 1 1 SHGC: 0.26 Bed Awn2:Vinyl Frame 4 0.290 0.320 1 1 SHGC: 0.26 Bed Awn3:Vinyl Frame 4 0.290 0.320 1 1 SHGC: 0.26 Bed Awn4:Vinyl Frame 4 0.290 0.320 1 1 SHGC: 0.26 Bath Awn:Vinyl Frame 3 0.290 0.320 1 1 SHGC: 0.26 Floor: All-Wood Joist/Truss 729 30.0 2.0 0.030 0.047 22 34 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory re re s listed in a REScheck Inspection Checklist. Louis Schwartz 5/28/24 Name-Title Signature Date , OF NEWS, A 77006 Ess Project Title:Young's Road Report date: 05/28/24 Data filename: Page 2 of 2 -- _js_ F—TING ROUSF NFW AU-1- / W �`3 / I ® ® TAX MAP DISTRICT: 1000-18.-1-5 O ZONED R-40 N r , I EXISTING RESIDENCE PROPOSED OWNER OF RECORD: ANN KEATING U �J / " � " noDinoN 695 YOUNGS ROAD ORIENT NY r PRo SED PROPOSED PREPARED BY: JOAN CHAMBERS Q I scP NED )RCH SHOWER PO BOX 49 SOUTHOLD NY 11971 S' / I111 DATE: 5. ` 1 LEI SCALE 1" = 2 20 0.0'11L S / ( LFTAII BOUNDARIES OF PROPERTY DATA TAKEN FROM SURVEY BY Z ED DECK RODERICK VAN TUYL DECK LS 25626 W /� I NORTH ELEVATION (S GREENPORT NYIDE) / / LOT COVERAGE CALCULATIONS 0I c / � c� I 0 O SQ. FT. EXISTING 1ST FLOOR OF RESIDENCE 802 _--.------------____._._.._.__._.------__- PROP. 1ST FLOOR OF ADDITION ....... ..................................................... ......................... 720 1_ / -------- --- -- -- ---- ----- ----- -- EXISTING WOOD FRAME DECK 456 1- - - PROPOSED DECK, RAMIP _:__:. - - -:.::' ... ..:::......-'... '-'---:__-::_ ..._....._.._................._.......__...._ PROP DECK,RAMP,SHOWER,SCR.PORCH 811 O -- -- c� SHOWER & SCREENED PORCH ----- ------_..__._... _.._.____..__-.____—____—.___ ____._____._._._...---.----_--...._.__._.-.--.._.___-- ................ .................... .... ................................. ............. . ..... .......................:::..:..:.::.:::.:::::.:..:.:.:.:':'.: ':: I ---- --- -- ----_ ------ ----,--- ----------- LOT21,780 -----PROPOSED _PRO TOTAL SQ. FT. EXIST. HOUSE & DECK 1258 O °__ ________ . _ --- EXIST. LOT COVERAGE 5.7/° od / -...::--..- ..:-.................................... .:.....-.:.:......................-.-:.-.- ........... .............................. '.........-:-::..::..........:::...-...-.-....:-:- -- TOTAL SQ. FT. WITH ADDITION & DECK 2333 ................................................. ....................................._...........__ I I I rn 1!I:... --- - - - _:._-:- __- ::_..:.:-._ --:______ -_ .:_-----:--_:-.__.__=—= PROPOSED LOT COVERAGE 10.7% `L I .................................................................................................................: ........._......... . .r .. ............................ ............. ... ............................... :... :::..................:::............_........................................._..... _.... .............................__......_.... ....................................._........._......_._._._................ ...................._......_....._............._..._......................_......._.................................... rlD �. \`'• \. .�.; \,` .\ .; III.'_— =.._........ .-....—..—.-.-.-... ------------— ............................................................... -... _...._....... .... ..:-.._::..:.- :.-.::.:.-..-.:._._.-:. _ IGROSS FLOOR AREA \ .PROPGStO \ \..� ,. ... .. ....................._..................._......._.............................................. ........_.................. .. .. _ ..............._..._.._.._..._.. .. .. ........................._........ : \\:�\ \ \� \\ \ \\`��\\ �J SQ. FT. I EXISTING 1ST FLOOR OF RESIDENCE 802 ......... ..... EXISTING 2ND FLOOR OF RESIDENCE 598 tj PROP. 1ST FLOOR OF ADDITION 720 \ - �. \ \\\\\ ® A PROPOSED 1 STORY ADDITION EXISTING 2 STORY RESIDENCE ! I' TOTAL AREA 2120 LOT 21,780 \ \�\ \ \; EXIS•ING }GS,oR,RODS, N , II ALLOWABLE GFA IS 3350 SO FT. PASSES .; II 1 I II NOTE: / a / _ — H ENGINEER'S NOTES & SPECIFICATIONS ON DWG # S-1 q c 0 _ _ _ _ --- - W. 198.94' - - - N. 74 55' 20" SITE PLAN PLUMBING RISER DIAGRAM `.. ' + - ..�`` 3, 5g E 7 ,sex ..w �s '. `'�s: ,' ,i:•,x�.4si^`v r".; yti: 'Zoe 7e VE z . ,aazs'i » t +.§ .r*w' y6 •2a`;*p, ( �'`' & u• v r a« A<m :s s. , Mledt.ni Density R:. i e +..am Ii;?` uex•^ gi4,v>• <Fu.,-7 .m�.• :: •F�x Ak i " {C� SfYl� a {',« 7� fit; .< e l.; Ore Famii<<YearRound r - °g .. ; a "Fva •; ,. 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'g -`W' f>AS., ,,»- .• '<',�'t „'. fir`,rm^°'�,.,Mx ..,�°a +,,`°'• q��y".'w. A F'. - �. 'e .rt'�,}�. �c:.A16- x.< ' •a a%,'`.,' ,fir. t "j. F•, vol ZONING MAP FEMA MAP S � l SITE PLAN 5 . 7 . 2023 2 . 10. 2024 BUILDING DEPARTMENT IE _ FILING - o ,;; LI) SKYPLANE DIAGRAM # 1 o � sue.. `;�!•r�� � --lf� 1 "- 20' F- U W = O - - - - - - - - REMOVE E IST. STAI F --- -V < PLATFORM TC REMAIN5 L - - - i ? z aD W F1 / REMOVE WINDOW 0 TO BE REPLACED llJ REMOVE PARTITION WALLS I W/ NEW DOOR COORDINATE W/STRUCTURAL I REMOVE WASHER & DRYER REQUIREMENTS & PROPOSED NEW WORK. I AND ASSOCIATED PLUMBING - - - - - - - - -� - - - REMOVE WALL COORDINATE W/ STRUCTURAL REQUIREMENTS & PROPOSED NEW WORK N W REMOVE EXISTING RAILINGS, DECK, STEPS AND I � STRUCTURE. COORDINATE WITH REQUIREMENTS FOR NEW PROPOSED WORK. I LLI E it I n Q II I II I II - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - 00 d o I - - - - - - - - - - - - - - - - - - - - - I -I- EXISTING FIRST FLOOR & DEMO NOTES I i I __-_-._.... 3'-3" KNEEWALL I 4'-7" KNEEWALL Lo ( - - - - - - - - - - - - - -- -- -- - --- - - - - - - - - - - - - - - - - - 8'-0" CEIL. HEIGHT ( I Z loll T- I I 06 LQ ui I — - - - - - - - - - - - - - - - - - - - - - - - — - ry O NO WORK PLANNED I O OTHER THAN REQUIREMENTS FOR I I O I NEW HVAC DUCTWORK I DECK REMOVED I I - - - - - - - - - - - - - - - - - - - ......:::...... 5'-7" KNEEWALL EXISTING 3'-9" KNEEWALL ( I II FLOOR PLANS & DEMO NOTES — 5 . 7 . 2023 a _ I -_- ...-......- C 2 . 10. 2024 I . . . . . .. .. . ................: .. . . . ..:. .....:......... : .... l - - - - - I I I I I BUILDING DEPARTMENT — � - - - - - - - - - - - - - - L - - -� — J FILING Nil 1 C _ 0 d'J EXISTING SECOND FLOOR 1 /4" = 1 '-0" E 0 < E z a� Fr _0 ----------- .. ......... ....... ...... ------------ J IL FT :EE Lu LIJ __----------------- CIO --------------------_-----------___- ------ J IH REMOVE EXISTING DECK, RAILINGS AND SUPPORTS II II II I -1 L - - - - - - - Ti- - - - - - -IT- - - - - - Fr < EXISTING TO REMAIN 0 EXISTING EAST ELEVATION ( FRONT ) 0 r% Lo 06 w IIIIIIIII ry c) ------- EXISTING %006 ............. C) ----------- MT - - - - - - - - - - D �2 REMOVE EXIST. WINDOW F, REMOVE EXTERIOR WALL AREA AS INDICATED PREP FOR NEW GLASS FTT COORDINATE W1 STRUCTURAL HEADER REQUIREMENTS OPENING L11 �'"L COORDINATE WITH PROPOSED NEW WORK 1 I IF F7F �I I I I EXISTING ELEVATIONS III III I & DEMO NOTES LL _J� 5 . 7 . 2023 2 . 10. 2024 L _ _ _ _J L - - - - - - - - I BUILDING DEPARTMENT FILING EXISTING WEST - ELEVATION ( REAR ) N \lu '4 1 /4" = l '-Ovv U W E = O U U 1, . � Ca 17'-621 ' 3'-0" 8'-0" 13'-0" Q Ca 3'-9" 8'-94„ z � L. j c @) � (D c6 0 VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING WORK. E O n n n n IF ANY DISCREPANCY IS FOUND PLEASE INFORM THE ARCHITECT W II II II i FOUNDATION PLAN SHEET # S—2 �— �� FIRST FLOOR FRAMING PLAN SHEET# S-3 W II a II II II o SECOND FLOOR FRAMING PLAN SHEET S-4 N II c) II II II FRAMING DETAILS SHEETS S-5 & S-6 o OFFICE 11 � I( BEDROOM III I I ^I = J ;o J III N4HARDWOOD FLOORING TYP. II I VERIFY LOCATION OF EXISTING CHIMNEY ADJOINING SCREENED w II Lu - II II II F PORCH AND ADJUST SCREEN SIZE IF NEEDED. w i c� a o�i �I( ~ I) BR1 II lI is a w °° ; mil g II BR R2 II II T REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR TN ;� oil ° II BRs II II ( THE CABLE RAIL POST SPACING AND ADJUST ACCORDINGLY. oII o II II II wil w I) II I I VERIFY THAT FINISHED FLOORING OF NEW ADDITON AND N M3 3z" Ilz" 113Z" I EXISTING FINISHED FLOORING WILL ALIGN PRIOR TO SETTING 3'-6" 3'-9" 3'-9" 11t3Z" 1'-10" hloo FORMS.OATH. CEIL. — N 8'-0" CEIL. N 7 - -�— - - M7 - - �,� UTILITY ( I 4'-12 " N O 8 9 ( I NEW ( -- - -- ------- OUTDOO ------------ E9, 10 SHOWER i ----- - - ❑ ( D II W I I M8 I I RAMP --- --------- —� PULL DOWN STAIRS ----- ----- , _JL --- -- L — — — — — 11 00 M 1 M4 12❑ ei 2 B4 B2 NEW z I BATHROOM B3 I _ VESTIBULE I I � j 11 I C) NEW HARDWOOD SLOPE FLOOR O TO DRAW FLOORING TYP. 5 M 5 NEW w � � we 11 z O SHOWER 5'-1011 Ll 48" VANITY I o 0 COORDINATE REMOVAL OF WALL 32"x80" TEMPERED GLASS 2 L1J WITH STRUCTURAL DETAILS O E IST. STAI RS EXIST. = REPLACE EXISTING CELLAR DOOR W/ U TO 2ND FLO R I TIC (} BILCO CLASSIC SERIES DOORS EXIST. EXIST I I N Z REPAIR ALL FLOORS IN E 1 I � AREAS OF REMOVAL EXIST. I I I I 00 x BATHROOM i I N SURE:: D T w I � 17 ] LI 4I'-0" EW6 ( I I M12 II 0 COORDINATE REMOVAL OF WALL WITH STRUCTURAL DETAILS — -- -- - -- — — -- — — -- -- — ._-_. — I EXIST. I L CHIMNEY 1 I' z C6 to o li i I I I! EXISTING LIVING ROOM 0J It00%*% O oEXISTING 13 I� OM TTI O I 1.� _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ — O o ' -■ EXISTING A2 00. O KITCHEN d EW 2 WINDOW SCHEDULE DOOR SCHEDULE EW5 `gyp TYPE NOTES TYPE NOTES FLOOR e '- ANDERSON A SERIES ADH 2844 ANDERSON 'A' SERIES FULL GLASS 15 LITE GRILLE ED2 i 1 O 2'-8"x4'-4" RO 6/1 GRILLES WHITE O 3'-1"x6'-11" RO IN SWING WHITE W/ SCREEN © ZN$E 4SON ROSERIES ADH 2844 6/1 GRILLES WHITE O 3NDj"x6'-011" ROERIES O TSWING FULL GLASS WHITE W/ SCREEN PLAN RIES FULL STEEL CABLE RAIL TYP. © ANDERSON RO SERIES ADH 2844 6/1 GRILLES WHITE O ANDERSON N8 x6'-011" ROE O TSWINGGLASS WHITE W/ SCREEN 5 . 7 . 2 0 2 3 O A'-0"x ND RSON RO EA!EMULLEDOOP/FIX/OP GRILLES AS SHOWN O 2(4"x6'OFFICE NTERIORPOCKET FR. DOORS i EW4 EW3 4 -ANDERSON A SERIES ADH 2452 DH BEDROOM ENTRY O 4 2'-4"x '-2" MU D T TH R 4/1 GRILLES WHITE O 3'-0"x6'-8" SOLID CORE 2 . 10. 2 0 2 4 E 4 -ANDERSON A SERIES FIXED UNITS TEMPERED O BEDROOM SOLID CORE (4) 2'-4"x1'-6" MULLED TOGETHER NO GRILLES WHITE 3'-0"x8'-O" O3TIOLI zH SO" CORE BUILDING O2 -ANDERSON A SERIES ADH 2452 DH CLOSET SOLID CORE (2) 2'-4"x5'-2" MULLED TOGETHER. 4/1 GRILLES WHITE 8 (2) 2'-4"x8'-0" DEPARTMENT 1 36"02" AWNING. VERIFY SIZE ON SITE O CLOSET SOLID CORE ELECTRICALLY OPERATED 2'-4"x8'-O" O8"x8"x4" GLASS BLOCK 80" HIGH 10 CLOSET OSOLIDO CORE F I L I N.. EW1 EXISTING PANTRY WINDOW (NORTH) BATHROOM SOLID CORE ===-- � ' 1 1 3•-0"x8'-0" �, 1E R F EW2 EXISTING KITCHEN WINDOW (NORTH) Eil REPLACE, INRIOR 5'-0" NEW ORS @ KITCHEN EW3 EXISTING KITCHEN WINDOW (EAST) ED2 EXIST. EXTERIOR 3'-0" FRONT ENTRY DOOR tv > FIRSTFLOOR PLAN EW4 EXISTING LIV.RM. WINDOW (EAST) S1 NEW 2'-8"x6'-8" SCREENED DOOR �{ r"�_; � EW5 EXISTING LIV.RM. WINDOW (SOUTH) S2 2'-8"x6'-8" SCREENED DOOR EW6 EXISTING LIV.RM. WINDOW (SOUTH) 0,!�F NO CHANGES ARE PROPOSED FOR THE SECOND FLOOR NOTE: � W `{0` CONFIRM MAKE AND MODEL OF ALL WINDOWS & Ewe EXISTING 2ND FLOOR (EAST) DOORS WITH OWNER PRIOR TO PLACING ORDER. Ewa EXISTING 2ND FLOOR (SOUTH) OWNER TO CONFIRM SCREEN CHOICE, HARDWARE CHOICE AND INTERIOR FINISH AND EXTERIOR E 1 /4 = 0 w9 EXISTING 2ND FLOOR (WEST) COLOR. OWNER TO APPROVE HINGE PLACEMENT w, EXISTING 2ND FLOOR (NORTH) OWNER—TO APPROVE WINDOW_& DOOR LIST I u E 0 < co ------_-_-------------_--------------_-__- -_-_-- EXISTING HOUSE NEW ADDITION ----------- ------------------ Lij EM LIL U 1111 Hill 11 EXIST. ! CHIMNEY GAF ASPHALT/FIBERGLASS E Ljj __IIAL SHINGLE ROOFING gw 1 q VERTICAL BEVEL CEDAR SIDING rr EXISTING ASPHALT/FIBERGLASS ROOFING 112" x NO CHANGES W/ 6" EXPOSURE @ NEW ADDITION ]EXIST. CEDAR SHINGLE SIDING ---------- EW9 ROOF— _jj_141u_Lu1u_Lij L GAF ASPHALT/FIBERGLASS FLAT ROOF TT SHINGLE ROOFING - ------------- 11. JLI E InI I i�OVERHANG,I L11 11 t-lit LL EE 2 1L E SCREE� PORCH E 1] �7� 'REENED NEW OUTDOOR I LLL P( -H, 0 I Lf NEW -GLASS - SHOWER BLOCK IL UL 10 EXIST. Ll CHIMNEY SH \�E 184\, i �: o ; -: STEEL CABLE RAIL TYP. EW4D, 11 LE -1. 1 i\IL TYP. ]JI-111 J.- [ ILI L-L 1T7Ii 1J1LJO j4� Wll-r 11 11 IT 11 11 IT 11 11 IT 11 11 IT -�E:XIST. Tit TOP OF FL. +H T( FL.CEDAR SHINGLE OF F IN. 'FL: FIN. JU EXIST. a tjtf i I[ NEW DECK RAMP L-1-1 11! p-lil H ff-d rlil NEW DECK CELLAR NEW DECK ENTRY EXISTING HOUSE NEW SCREENED PORCH & DECK EAST ELEVATION ( FRONT ) 1 /4 11-01, NORTH ELEVATION ( SIDE ) 1 /4 IV 1 I_ovv < 0 0 U) (D EXIST. EXIST. CHIMNEY CHIMNEY ----------- NEW ADDITION EXISTING HOUSE IL EXISTING ROOF BEYOND- ----- o6 ------ GAF ASPHALT/FIBERGLASS L Lo w GAFAS SHINGLE ROOFING fmeT% — 0 -- PHALT/FIBER-GLASS.- gnp FIT SHINGLE ROOFING @ ADDITION ry I I L1I, Jill C) --------- - -- L 8" VERTICAL BEVEL CEDAR SIDING W/ 6'� EXPOSURE @ NEW A DITI -1 L ,,T L ,,.-.-.,--SHINGLE ROOFING..._-- 11 J EXIST. HOUSE BEYOND EXIST. CEDAR SHINGLE SIDING i Itj I! '77 I_,� SCREENE )RCH NEW OUTDOOR A I JL TTT zr FIXED -ILL _1uE JUL 1JI-] LIL JI.J1. -.1 I� IF FIE] SHOWERO 'Ll, EXTERIOR FF1 FIF1 ol, (�S)2 Hull 1h, E © © O 0 ELEVATIONS T77 ......... NEW ADDITION 5 . 7 . 2023 ILD . . T OP OF :IN FL Ex-IST. 2 . 10. 2024 t DOOR )�\M ENTRY RAMP NEW DECK EXIST. I CELLAR CELL BUILDING DEPARTMENT WEST ELEVATION ( REAR ) 1 /4" = V-0 SOUTH ELEVATION ( SIDE ) 1 /4" = 1 '-0" FILING EREo rr m VX 1 /4 IV 1 1-011 V U W E = 0 U � Q � z a� W � EXISTING HOUSE NEW ADDITION W f- Lu L J R-30 INSUL. ATTIC PAINTED WOOD MECHANICAL/ - r-- STORAGE AREA BEAD BOARD OR EQUIV. - R- 15 INSUL. EXPOSED COLLAR TIES Cy) 1 /2" GYP. BD. - I I EPDM MEMBRANE @ - 0 R- I REFER TO FRAMING DETAILS 0 FLAT ROOF I 30 INSUL cv 3/4" PLYWD. SUBFL. LmLm SHEETS S- 5 & S- 6 IV BATHROOM CLOSETS BEDROOM 0 O 0 1 r I � 00 00 1 00 - R- 15 INSUL. Lo 1 /2" GYP.BD. PRIMED & PAINTED �— i FIN. FL. TO ALIGN W/ EXISTING R-30 INSUL. Z o6 LOWi .� 0 - O co o C) ADD NEW R-30 INSUL. @ EXISTING BASEMENT CRAWLSPACE C RAW LS PAC E Ae4 SECTION 5 . 7 . 2023 2 . 10. 2024 BUILDING DEPARTMENT F l �lN ; SECTION # 1 ' �� .�vv � 1 /4 11 = 1 '-0" Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Foundation Notes: Framing Notes: 14 'Te AYT- Number of Number of �'t.�J Common Nail Box Nails The contractor is to verify all measurements in the field and an discrepancies are to be brought to the attention of the Engineer The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of Joint Description Nail Spacing �Y Y �P 9 9 prior to construction. the Engineer prior to construction. 3 Rafter to Top Plate(Toe-nailed) ROOF NAILING 3-10.d 3-16d per rafter Wood Framing Ceiling Joist to Top Plate(foe-nailed) 3-10d 3-16d per joist 1. All concrete 3,500 psi after 28 days minimum. Ceiling Joist to Parallel Rafter(Face-nailed) 10-16d 10-40d each lap 2. All rebar ASTM A-615 Grade 60. 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Ceiling Joist Laps Over Partitions(Face-nailed) 10-16d 10-40d each lap Collar Tie to Rafter(Toe-nailed) 3-16d 4-10d per tie Fb=825 psi Blocking to Rafter(Toe nailed 3-8d 3-10d each end 3. Footings are to be installed on undisturbed virgin sot. The bottoms of all footings are to be installed a minimum of 3'below 9 R ) Fv=95 psi Rim Board to Rafter(End Nailed) 3-16d 4-10d each end grade unless indicated otherwise. Fc peril=625 psi Rafter to ridge,valley or hip rafters 3-10d 3-16d toe or end nail 4. Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top of the E=1,600,000 psi WALL FRAMING foundation waft.Rebar installed along the top of foundation walls with windows are to be installed 3'below the bottom of Top Plate to Top Plate(Face-nailed) 3-16d 3-16d per foot the window opening. 2. All Laminated Veneer Lumber is to have the following minimum specifications: Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Stud to Stud(Face-nailed) 3-16d 3-16d 24"o.c. 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. Fb=2,900 psi Header to Header(Face-nailed) 16d 16d 16'o.c.along edges Fv=290 psi Top or Bottom Plate to Stud(End Nailed) 3-16d 3 46d per stud Fc perp=650 psi 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves Stud to Stud at abutting studs at intersecting wall comers 16d 16d 17 o.c.face nail and other E=2,000,000 psi Continuous header to stud 4-8d 5-8d toe nail prior to pouring concrete. Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d 3-16d per foot 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation.Unacceptable soil 3. All Laminated Structural Lumber is to have the following minimum specifications: FLOOR FRAMING is soil containing day and/or organic material. Fb=2,800 psi Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist 8. Install isolation joints along foundation walls and at column and other floor penetrations. Fv=290 psi Bridging to Joist(Toe-nailed) 2-10d 2-10d each end Fc perp=740 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 9. Installed contraction joints in the cellar floor slab every 18'minimum. E=2,100,000 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block LEGEND: Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per fist 1. PA=POST ABOVE Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Fb=975 psi 11. Backfill along foundation walls is to be dean material and is to be mechanically compacted in 6'lifts to 95%of maximum Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot Fv=175 psi dry density. Fc 565 i 2. DJ=DOUBLE 2X POST UNDER BEAM ROOF SHEATHING perp= psi Structural Panels 8d 10d See roof sheathing 1 Z Underpin existing foundation. E=1,600,000 psi 3. TJ=TRIPLE 2X POST UNDER BEAM nailing detail on 5. All beams fabricated with multip le Laminated Veneer Lumber boards are to be nailed/bolted in accordance 4. APB =ANTHONY POWER BEAM structural sheets Suggested Underpinning Procedures: CEILING SHEATHING with the manufacturer's specifications. a onto addition of an � 5. LVL=LAMINATED VENEER LUMBER Gypsum Wallboard 5d coolers 5d coolers T edge/T field ) Underpin rP prior y new loads on wall. 6. First floor joists to by TJI 560117/8*are to be installed in accordance with the manufacturer's specifications. WALL SHEATHING 6. L.B.=LOAD BEARING WALL b) Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform Architect/Engineer Structural Panels 8d 10d 6'edge/12"field g proceeding. 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, of findings before in . Structural Fiberboard Panels 1/2' 11 ga gaiv.roofing nag 0.12"x 1 irr long 7t 3'edge/6'field strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are 7. WINDOW AND DOOR HEADERS TO BE(2)2X8 Structural Fiberboard Panels 25/32' 11 ga.gaiv.roofing nag 0.1 Y x 13fr long 3Ar head 3'edge/6'field to be nailed/bolted in accordance with the manufacturer's specifications. HEADERS WITH Gypsum Wallboard 5d coolers 5d coolers Ted e/T field c) Upon receiving approval,excavate to the top of the existing footing for the entire length of the area to be underpinned on (�2X STUD POST UNLESS g the interior of the foundation wall.Remove interior concrete floor as necessary. OTHERWISE SPECIFIED ON THE PLANS. Particle Board Panels 8d 8d Per Manufacturer 8. All floor sheathing is to be 23/32 inch AC type plywood,tongue and groove,with an APA span rating of 48124. FLOOR SHEATHING d) Excavate by hand below the existing footing at no more than 3 foot lengths. Floor sheathing shall be glued and screwed to the floor joists(6'O.C.edges and 12'O.C. field). 8. ALL POSTS TO BE(2)2X STUD POSTS UNLESS Structural Panels OTHERWISE SPECIFIED ON THE PLANS. 1'or less 8d 10d 6'edge/17 field e) Allow 7 days curing. 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as Greater than 1' 10d 16d 6'edge/IT field per the nailing schedule on this sheet. 9. LOAD BEARING WALL (1)Nailing requirements are based on wall sheathing nailed 6'on-center at the panel edge. Attemate nailing schedules shall f) Back fill and replace interior floor as necessary. be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge 10. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8% to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall g) During the underpinning procedure,monitor the existing foundation wall for excessive movement and/or cracks.Notify the be used to maintain load path. Archlect/Engineer if movement and/or cracks are noted. 11. Double joists are to be installed below parallel walls. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. Slab Site Preparation I Blocking is to be installed at all point load bearing points. *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of the slab 12. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. , elevation shown on the Architectural drawings. 13. All plates,bolts,nails,etc.are to be galvanized or stainless steel. *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1R.The Engineer is to be notified if unacceptable sots are encountered Burin excavation and if Proof Rollin 14. Designated connectors,straps,hold downs,etc.specified on these drawings are made by Simpson unless Design Loads: p g g produces results that exceed ACI standards. indicated otherwise. All connectors,straps,hold downs,etc.are to be naled/bolted in accordance with the *The excavated areas along the stem walls and footings are to be back filled with dean material and mechanically compacted manufacturer's specifications and installed to the maximum rated capacity. -Roof-Live Load-30 psf Based on ASCE 7 and with dean fill in 6 inch rifts.Each layer is to be compacted to 98%modified proctor. Pg=25 psf per Figure R301.2(5) 15. All joist and beam hangers and fasteners used on the exterior are to be Simpson 316 Stainless Steel as -Dead Load-15 psf *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will remain stable and support required by Simpson. All straps and hangers located in protected interior locations are to be galvanized. construction traffic.A dean fine-grained material with at least 10 to 30%of particles passing a No.100 sieve but not containing -1st Floor -Live Load -40 psf silt,or organic material is recommended. 16. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. -Dead Load-15 psf Slab Notes: Steel Notes: -Wind Loads-130 mph-ASCE-7 qh=25.8 psf(Exposure B) Roof C&C Loads: *Isolation joints are to be installed between the slab and the walls.Use preformed joint filler that is to be cut Y2 inch below the slab 1. All steel is to be ASTM Specification A-36 -43.3 psf(Zone 1) surface and the resulting joint is to be filled with an elastomeric joint sealant. -60.5 psf(Zone 2) 2. All bolted connections are to be made with A 325 bolts. -67.8 psf(Zone 3) *Contraction joints are to be installed as shown in the drawings and are to be Y4 the thickness of the slab but not less than 1 inch deep. 3. Square,rectangular and circular columns are to be ASTM Specification A500. Wall C&C Loads: -31.6 psf(Zone 4) *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by precast concrete 4. All columns are to be bolted to steel girders with Y'bolts or unless otherwise shown on the plans. -38.0 psf(Zone 5) bar supports to assure that the reinforcement is held in position during concrete placement and finishing. 5. 1IT web stiffeners are to be installed at all point load bearing points and over all column supports. THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. 5. All weld joints are to use E70XX electrodes. 6. All girder splices are to be made above columns. Design Criteria-NYS Residential Code R301.2.1.1 and utilized the 7. Steel is to be prime coated. methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper 7. All steel located on the exterior to be galvanized or stainless steel. Association Wood Frame Construction Manual for One and Two Family Dwelling Units-High Wind Addition and ASCE 7. 8. Unless indicated otherwise,all columns are to be bolted to steel girders with y'bolts. 9. Steel fabricator to provide 9/16"diameter holes spaced at 16'o.c.staggered as necessary to enable steel to be secured to wood plates to the top and bottom flanges and packing to the web as necessary. REVISIONS Scale:AS SHOWN Condon En ineerin PC KEATING RESIDENCE 9 9 . . 695 YOUNG'S ROAD Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 1755 Sigsbee Road ORIENT, NY Education Law,Artide 145,Section 7209,for any person unless acting under the Drawn by:JJC Mat ituck, New York 11952 direction of a ioensed Professional Engineer,Architect or Land Surveyor,to alter any item in any way.ff an itern bearing Me seal of an Engineer,AnIitec,or Land surveyor is (631)29M 986 (631)298-2651 Fax NOTES A N D altered,the altering Engineer,Ad f ra*ect,or Land Surveyor sW o to the item hisMer Date:2/14/2024 seal and the notation'Ahered by"IbRowed by his1her signature and the date of such www.condonengineering.com SPECIFICATIONS afterations,and a specific description of the alteration. T-0' 1T 6 T-0' T 30'X30'XT PC FOOTING —�NO REBAR SIMPSON CCSQ44�DS2 OW.) 4X4 P.T.POST(ITP.) I T-4' SONOTUBE FOOTING I I I I 0 ---------� I I I_---� ---- ----� L---� I I I I I 16'0 SONOTUBE FOOTING I [NEW 8'P.C.FOUNDATION WALL ON I - A 8'X 16'P.C.FOOTING I I I I I I 1r-9 I �® I I I I 8'X1r PC FOOTING ��#5 REBAR @ 17O.0 ' i 16'0 SONOTUBE FOOLING 48'X4 I I I I I - I s-s' I I I I I I �-1TO SONOTUBE FOOTING 1TO SONOTUBE FOOTING I I -- I I N L- J I I 31/70 STL PIPE COLUMN I I co I ( �-———— 48'X48'X17 PC FOOTING 16'0 SONOTUBE FOOTING N I i I 1-- �#5 REBAR @ 17 O.C. i I s' ' 4X4 P.T.POST UP.) Cn 7 I I I I 312'0 sn.PIPE COLUMN I I ( C24-0 SONOTUBE FOOTING �24'0 SONOTUBE FOOTING 30'X30'X8'PC FOOTING I I coPOUR NEW 8'P.C.FOUNDATION r——-�NO REBAR I I zo WALL ON A W X 16'P.C.FOOTING ( I UP AGAINST EX STONE WALL — L——J 16'0 SONOTUBE FOOTING MEET EX FOUNDATION. 16'0 SONOTUBE FOOTING MEET EX FOUNDATION. DOWEL#5 REBAR INTO EX to —N---1DOWEL#5 REBAR INTO EX FOUNDATION @ 17 O.C.OW.) FOUNDATION @ 17 O.C.(M.) 30'X30'X17 PC FOOTING r r REBAR I I L--J L--J �16'0 SONOTUBE FOOTING L —J I TO SONOTUBE FOOTING EX STONE RUBBLE FOUNDATION. le— 1 r0 SONOTUBE PIER ON A r 30'X30'Xt7 PC FOOTING ® 30'X3TX17 PC FOOTING(TYP.) I �NO REBAR —� EX STONE RUBBLE FOUNDATION. r——--I HSS 311r X 310 X 31r COLUMN UPIDN L--J L--J �X4 P.T.POST(m.) �16'0 SONOTUBE FOOTING 170 SONOTUBE FOOTING -v _ 3TX30'XIT PC FOOTING —NO REBAR L——J L——J 16'0 SONOTUBE FOOTING EX STONE RUBBLE FOUNDATION. �16'0 SONOTUBE FOOTING I I L--J I I I I I �SIMPSON CCSQ44-sDS2(TYP.) I I I I ( I 17H SONOTUBE FOOTING I I I I I I I I I I I 4 SIMPSON CPT66z COLUMN BASE M.) I I I I I I I I I I - - --- - -I L - - � I � — If7 -- --- -- - -I I I -- - --- --- -- --J I- -- - - - - - -- -- - - � SIMPSONCCSQ44SDS2(TYP.) 170 SONOTUBE FOOTING REVISIONS Plans are prepared by Condon Eng"meering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any Z item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the afterirg Engineer,Architect,or Land Surveyor shag aft to the ftem hislher �• ° seal and the notation'Aftered try'followed by hMer signature and the date of such \. alterations,and a specific description of the alteration. _ Scale:1/4'=1'-W Condon Engineering, P.C. KEATING RESIDENCE 695 YOUNG'S ROAD 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mattituck, New York 11952 (631)298-1986 (631)298-2651 Fax %5m2 Date:2114/2024 www.condonengineering.com FOUNDATION PLAN 2X12 STRINGERS P.T.@ 16'O.C- J ————————— (3)2X8 P.T. 4X4 P.T.POST(TYP.) ——— 2X8 DJ P.T. I IT @ 12'O.C. POCKET I I BEAM I I 2X8 P.T.LEDGER WITH 5/8' --J I L--_ ( ——————— 1- 1 GALV.THROUGH BOLTS @ 16' 0 I O.C.STAGGERED OW.)----J �---- I 0Of Jo � n- o a o I I IA I I IN I I TJI 560 117/8'FJ @ 1 s'O.C. I I 2X8 DJ P.T. I � / I I I--� @1s•o.c. i I I I I I Z (3)13/4'X 11718'LVL (3)13/4'X 117/8'LVL I I (2)2X8 P.T. all--- I 0 I I PA I I A 2xa Posy I I I � ) PROVIDE BLOCKING J I ( I I JOISTS UNDER LOAD BEARING 312'0 STL PIPE COLUMN WALL M.) 0 2X8 DJ P.T. I ( I I I ( I I \ @ 16'O.C. 0 CL: 4x4 P.T.POST(GYP.) I I I I (3)1 3W X 117/8'LVL I I (2)2X8 P.T. I ( I I (3)13/4'X 117/8'LVL i \ _A I I I I L— (———) 31I 0 STL PIPE COLUMN I I ZX4 POST ' �' 0 I TJI 5601170 FJ @ 16'O-C- I I I 2X8 P.T.LEDGER WITH 50 I a 2X8 DJ P.T. o r 1 GALV.THROUGH BOLTS @ 16' I ( I ,_ to 16'O-C- I I O.C.STAGGERED(TYP.) a 00 ------------------ -----I ' �`� �£_ I I r— 1 'Cn (4)2X8 P.T. I ( (4)2X8 P.T. I 2X8 P.T. Ilk �jl)_ _ _ � A A L---� L-10-� I � BEAM POCKET I I wa o o (2)2X8 P.T. a F X Z N Iv Tkl L J L J X n L I � I ~ a (2)2X8 P.T. l X N M_ A- --. -I L�%-j I�� I I (2)2X8 P.T. HSS 311r X 311T X 31r COLUMN UPIDN ::9 P.T.J (4)ZX8 PI � I __ I I /80 4X4 P.T.POST(TY.) ■ J L J a a 0 F 6-1 r— X I I L--J L '- 2X12 STRINGERS I ' r m I a P.T.@ 16'O.C. m X L--J N Cm x Iv N v i ik.J fr r I I I I - -- - - - - -- -- - --, I I I I I I I I I I I I- - - - - - - - - - -) I I I I I I I I I I I I I I I I l it 1 l - -- - - - --- -- r r - --- - - - - _ - - - '� REVISIONS r Plans are prepared by Candon Engineering,P.C. it is a violation of the New York State r. el i, Education Law,Article 145,Section 7209,for any person unless acting under the I;direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter arty item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is � altered,the altering Engineer,Ardtect,or Land Surveyor shall affix to the item hisRrer \,• seal and the notation'ARered by'followed by hisAra signature and the date of such alterations,and a specific description of the alteration. 'y Scale:114'=1'-l)' Condon Engineering, P.C. KEATING RESIDENCE 695 YOUNG'S ROAD 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mattituck,New York 11952 (631)298-1986 (631)298-2651 Fax FIRST FLOOR Sm3 Date:2/14I2024 wwW.COndonengineering.com FRAMING PLAN 2X4 POST rl 2X4 POST ' n n n n 2XI O HDR. I I I I I I I II II Il II (2)2x4 POST I I I I I I I I 110 II ii II o OFFICE cc C3 11 11 BEDROOM 11 v 11 X rN II® II II o II IJ al I N I I II m II V for, QII II II N II oll o II II N II 0II� II II II n- I a I LOAD BEARING I I I W I I W ( WALL UP TO'Ti —CA-M. CEIL. I( 2X12 RIDGE I I I I I I 1 X10 RR @ 16'O.C. o (2)2Xe 8 HDIR. (2)131 1 UTILITY o (Z)2X4 POST —— I ZX4 POST I I I 2.X4 POST 2)2M I I OUT SHOWER D W N 'I PULL DOWN STAIRS it I I RAMP L_—— -IL (2)2X8 HDR L — — 2 2 (2)13/4'X 7114'LVL 0 2X4 POST 4 POST NEW �o ' o W Z BATHROOM VESTIBULE �' I X `� p NEW HARDIHOOD = Q FLOORING TW X I N —' I I a z 2 2X8 HD R O 4X4 P T.POST 13/4'X 91/4'LVL w (2)13/4'X 91/2'LVL COORDINATE REMOVAL OF WALL (J) TH STRUCTURAL DETAILS o 0 O 2X4 POST )2)(4 IST. TAI RS jz UF TO 2ND FL z EXIST. CELLAR DOOR ZEPAR ALL FLOORS IN 1 AREAS OF REMOVAL EXIST BATHROOM. NEW SCREENED PORCH o p` J 0 V N + Q O J Of X rn C-3 rn �9Di x N N HSS 310 X 3 llr X 318'COLUMN COORDINATE REMOVAL OF WALL I'I PROVIDE STEEL `�' SIMPSON A; 4 POST WITH STRUCTURAL DETAILS I zl .� SADDLE FOR IX.BEAM CAP(TYR) V=8K W8X40 STL BEAM ( I EX BEAM eNT. CHIMNEY S3 lir X 31fT X 3V COLUMN I'I -�i (2)1 91/2'LVL '- �~ J cn < I 4X4 P.T.POST qW.) co 0 EXIS�IG LIVING ROOM EXISTING EXISTG O I I N O I,II HSS 3 Itr X 31f2"X 3fr COLUMN ®p pp REVISIONS EXISTING O O KITCHEN r STEEL CABLE RAIL TYP. Plans are pepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the , direction of a ficerhsed Professional Engineer,Architect,or Land Surveyor,to aver any 1� � Item in arry way.If an item bearing the seal of an Engineer,Architect,or Land Surveyors \ ' altered,the afterig Engineer,Architect,or Land Surveyor shah affix to the nem his,6er \ seal and the notation'Altered by'followed by h6tter signature and the date of such afterations,and a specific description of the alteration. Smle:l/4'4-0' Condon Engineering, PC KEATING RESIDENCE . . 695 YOUNG'S ROAD 1755 Sigsbee Road ORIENT NY Drawn by JJC Mattituck, New York 11952 %5=4 (631)298-1986 (631)298-2651 Fax SECOND FL00R I Date:2/14/2024 www.condonengineefing.com ROOF FRAMING PLAN 2X8 P.T.LEDGER BOLTED TO FRAMING WITH 518' GALV.THROUGH BOLTS @ IT O.C.STAGGERED SIMPSON DTT2Z WITH 1/70 GALV.THREADED ROD WITH NUTS AND WASHERS r (INSTALL AT 48'O.C.MAX) SIMPSON CCU4.62-3.62SDS 5/4 DECKING COLUMN CAP 31?0 STEEL PIPE COLUMN SIMPSON H-2.5A HURRICANE7 — TIES FLOOR JOISTSTO GIRDER 5/8'0 X 17 LONG GALV.ANCHOR BOLTS 2X8 P.T.DJ @ 16'O.C. (2)2X8 P.T.BEAM DROPPED BASEIPLATE b, ' `V AT 28'O.C.MAX.,17 MAX FROM CORNERS i 2X8 P.T.SILL 2X6 WALL STUDS IT OC SIMPSON DJT14Z — — N TJI RIM JOIST JOISTS TO LEDGERIBEAM WITH .� )2X8 P.T.BEAM DROPPED 4X4 AGO COLUMN TfP.) 1 r SIMPSON WS26 HANGERS 6' TJI 560117/8'FJ @ 16'O.C. • SIMPSON CBS044SDS2 COPPER TERMITE SHIELD 8•MIN. j, . _. _ COLUMN BASE 4-3/4'fd ANCHOR BOLTS REBAR =. STEEL BASE PLATE 4,000 PSI NON SHRINK 45 BARS @ 12'O.C. 8' co GRADE(SLOPE AWAY �' 2' GROUT PEDESTAL _____ : a ----- -- s FROM BUILDING 2%MIN. ;!w = _• ------24'MIN --j 10'FROM BUILDING) o g 4 EXPANSION JOINT AND JOINT SEALER �_ _ ` a. :-.. _ . DAMP PROOFING ? a_ _ :• = `,: : v s co 16'0 SONOTUBE FOOTING TO GRADE 2X4 KEY WITH BENTONITE , 30'X 30'X 17 P.C.FOOTING OR AS SHOWN ON PLANS w-- 1 r RAT SLAB TAPE WATER STOP (OR AS SHOWN ON PLANS) = - " - _` •i 4- z =�.. a r x' WITH 12'0 SONOTUBE PIER ':• -= �:a - i - co a --------- .1 _ :t:-- VERTICAL REBAR INSTALLED ON UNDISTURBED 4a _ o i I a� SOIL(TYP.) 115 REINFORCING CIS 1 j RODS AT IT O.C. FOOTING TO BE PLACED ON 16' `—�UNDISTURBED SOIL e• �- EACH WAY(TYP.) -••- � 1 I 10 MIL POLYETHYLENE VAPOR RETARDER 3' 12' 12' 3' � I t COMPATIBLE GRANULAR FlLL (2)NO.5-60 KSI REBAR t I 3'-0'(OR AS NOTED ON PLANS) FOUNDATION DETAIL TYPICAL TYPICAL REAR DECK SECTION TYPICAL FOUNDATION SCALE: I/?=r-0' 1/2"= V-0" TYPICAL ISOLATED FOOTING DETAIL 0 CORNER DETAIL SALE: V=1'4r SALE- 1/7=1r-r 16 1r HSS312X312X3/8 4-314'0 ANCHOR BOLTS TOP OF FOOTING-TO. SIMPSON DTT2Z 2H WITH 1170 GALV.THREADED ROD WITH FLOOR SHEATHING NUTS AND WASHERS(INSTALL AT NAILED 6'MAX 6" EVERY OTHER DECK JOIST) O.C.TO JOIST WITH HOLD WN 17X7'X3/4' 4-1R'OBOLTS = A 36 STL BASE PLATE 1/7 WEB STIFFENER 1R'WEB STIFFENER 00000, STEEL BEAM DECK JOIST FLOOR JOIST 4-1?0 BOLTS (SOLID 2X JOIST IW STL PLATE SIMPSON LUS HANGER OR 2X BLOCKING) 2X12 P.T.LEDGER WITH 5/8' 3" CONTINUOUS FLASHING THROUGH BOLTS 16 (PROVIDE ADDITIONAL WASHERS AT @ 16'O.C. THROUGH BOLTS TO PROVIDE A 1/4'MIN. STAGGERED STEEL COLUMN BASE PLATE AND ANCHOR BOLT SEPARATION FROM THE BUILDING) TYPICAL STEP FOOTING DETAIL DETAIL AT FOUNDATION WALLS TYPICAL DECK JOIST TO BUILDING CONNECTION DETAIL TYPICAL INTERIOR STEEL COLUMN SCALE: 112"=V-0" SCALE 1"= V-0" SCALE 12=1'.,r TO STEEL BEAM DETAIL SCALE:r=1'4r TJI FLOOR JOISTS o� w�w z^—' 1/2*MIN.AIR GAP REQUIRED i 11�Q AT END AND SIDES W oil TOP PLATE W N m o-- 1/4'BEARING PLATE EXISTING HOUSE NEW ADDITION ' HEADER OR ••�- POCKET WIDTH BEAM WIDTH+1'MIN. SIMPSON MTS30 RAFTER STRAP OR (SEE PLAN FOR BEAM WIDTH) Simpson LSTA30 Ridge AT EACH RAFTER TAIL Strap at each Rafter SIMPSON H2.5A RAFTER 1/r X 3"PL TOP&BOT. TAIL TO TOP PLATE BOTH SIDES OF WEB 2X12 RR @ 16'O.C. 2X12 RR @ IT D.C. TOP PLATE SIMPSON H2.5A TOP Radius 5/8'OR 2 tw H2A CONNECT PLATE TO STUD STU SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON — U4 EXPOSED COLLAR TIES EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) 3116 0 TJI FLOOR JOISTS 2X10 RR @ 16•o.c. W<=0 6D L<=1.5 D >=2D NOTES: 1. CLEAR SPACING BETWEEN OPENINGS=D 2. DISTANCE TO SUPPORT=2D 3. DISTANCE TO POINT LOAD=D ,ITM►N.AIR GAP REQUIRED TYPICAL REINFORCED BEAM AT END AND SIDES PENETRATION DETAIL REVISIONS NOT TO SCALE r. . UNTREATED GLULAM OR LVL BEAM 4' !� 1/4'BEARING PLATE (G" CRAINLSPACE SEE TYPICAL FOUNDATION DETAILS Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State FOR ADDITIONAL INFORMATION Education Law,Arfide 145,Section 7209,for arty person unless acting under the r/� dreeiion of a licensed Professional Engineer,Architect or Land Surveyor,Io after arry /l/ Z Item in If an Rem arty way. bearing the seal of an Engineer,Architect,or l.arhd S isaltered,the aArchitect , R E Arc hitec,or Land S Surveyor Bring ng'inert Surveyor shall affix to the Rem `•"-�=..�.-_:~'=%'/ seal and the natation'Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. SIMPSON LSTA36 TYPICAL BUILDING SECTION S Scale:AS SHOWN Condon Engineering, P.C. KEATING RESIDENCE SCALE: 1/4"= 1�-0" SIMPSON GLULAM / LVL FOUNDATION POCKET DETAIL 695 YOUNG'S ROAD Typical Wall and Sill 1755 Sigsbee Road ORIENT, NY Stra in Detail NOT TO SCALE Drawn by JJC MatfituCk, New York 11952 (631)298-1986 (631)298-2651 Fax Date:2/14/2024 www.condonengineering.com FRAMING DETAILS MICROLLAM®LVL 2 X DIAMETER OF THE AND PARALLAM® LARGEST HOLE JDEPTH PSL HOLE ZONE (MINIMUM) d F C - RAFTERS )HEADER MAXIMUM ROUND MICROLLAM LVL AND DEPTH HOLE SIZE PSL PARALLAM4Ya V�IJT SHEAR BLOCKING L/3 ALLOWED HOLE ZONE L/3 1'7 1/3 MIDDLE SPAN I 'to21Y 7 SEE ILLUSTRATION FOR 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF ALLOWED HOLE ZONE NOTES: WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. Z ROUND HOLES ONLY 3. NO HOLES IN CANTILEVERS. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. Y Y Y 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPTAS INDICATED IN ILLUSTRATIONS AND TABLES. SIMPSON LSTA36 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE Y 'MAX) STRUCTURAL ENGINEER. STRAP Y MAXIMUM ALLOWABLE WCUT TYP I CAL I LEVE L LVL P E N ETRATI 0 N TYP I CAL WINDOW AND DOOR HEADER SHEAR BLOCKING AND VENTILATION HOLES ® I o o I ® SCHEDULE AND DETAIL STRAPPING DETAIL EACH CORNER SHEAR BLOCKING DETAILS --L----------------------I-- NOT TO SCALE NTS NIS MIN.DISTA I t I I t I ® I I I I I CE MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM AB E B I I t ( LARGER THAN 1 1/2' 1Y'HOLE MAY BE CUT t NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT- 1.18 L/8 HATCHED ZONES HOLES IN SIDE OF HATCHED ZONE _ _ _ _ d/4 DO NOT CUT OR ED 0 6' NOTCH FLANGE 0 1 ® O I a2 d E- 6' L1 I 2 X D1 I D1 I L2 2 X L2 I d/4 INIMUM MNIMUM O I O (D t O (APPLIES TO ALL _ - ----__...._.---- CLOSELY GROUPED ROUND HOLES ARE I I I I HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN O I I O I O 0 ( O t TABLE A-END SUPPORT CANTILEVER REINFORCEMENT. U4 in U4 SUPPORT ————————————————————————— MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT O t ( JOIST TJIa ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE I t 1 I O O ( O DEPTH 7 3' 4' 5' 6%'I T 81/ 11' 13- 7 3' 4' 5' 6%' T 87/ 11' 13' I I 9'/z• 360 1'-6' 7-0' Y-0' V4r 94r ,'-6' 7-s' 3-6' 64' 6-6" DO NOT DRILL IN CRITICAL ZONES t I 11 Y/' 560 1'4' 1'-U' T-6' 3'-0' S-0' S-6' 8' V-0' 74' 3'-0' 5'-0' T4r T-6' 8'-U' NOTCH L-----------------------I-- 14' 560 1'-0' 1'0' 1'-0' 1'0' 2-0' 7-0'j3!-L(r &-6F 1'-0' 1'-0' 1'-T 7-17 6'-0' T4r 94r 10'-0' d IUNIFORMLY LOADED SINGLE SPAN BEAM GLUED LAMINATED TIMBER DEPTH<114d O1 1 3 16' 560 1'-0' 1'0' 1'4r 1'"0' 1-0' 14r 10'-0' 1'-0' 1''r 1'-0' 1'-0' S 0' 6'-0' 0'-0' 1'0' 7-0' HOLE EDGE I O NOTES: DISTANCE>5l8' 1. THE MAXIMUM S�HORIZONTAL HOLE(THROUGH THE WIDTH OF THE BEAM)SHALL r.� TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT NOT EXCEED 1-1/2 INCHES. OUTER II OF HOLE DIAMETER MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTU-EVER SUPPORT Z EDGE AND END SPACING:ANY HORIZONTAL HOLE MUST BE A MINIMUM OF 4 HOLE SPAN ONLY <2/5d L———————————————————————————— ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DIAMETERS FROM THE TOP OR BOTTOM SURFACE OF THE GLUED LAMINATED SINGLE STUD HOLE DIAMETER O2 A JOIST Tile TIMBER MEMBER,AND 8 HOLE DIAMETERS FROM THE MEMBER ENDS.THE DISTANCE STUD DEPTH 2' 3' 1 4' S' 6%'1 T 2r4r1F-(r 7 3' 4' 5' 6%' T 87/ 11' 13' IS MEASURED FROM THE EDGE OF THE MEMBER TO THE CENTERLINE OF THE HOLE <315d L----------------------------------� DOUBLE STUD 93,• gin 7-6' 3'-0' 4'-0' S'-0' 8'-0' 7-6' 3'-0' 4'-0' 6'-6' T-0' 3. SPAgNG BETWEEN HOLES:FIELD ADDED OPEN OR ACCESS HOLES NOT SHOWN ON O O O 7 -0' 4'-0' 5'-0' 6-6' 9'-0' Y-O' 4'-0' 5'-0' T-0' 8'-0' THE CONTRACT DRAWINGS SHALL BE A MINIMUM OF 8 HOLE DIAMETERS 1'-6' 3'4' c-w S-0' 8'-0' 8'-6' S 0' 4'-6' 6'-0' 8'-0' 10'-T 11'-0' 17-0' FROM ANY HOLE IN THE MEMBER THE DISTANCE IS MEASURED FROM THE EDGE OF �.E 560 1' 1' 1'-6' 3' S 6' 1'-0' 70 54r T-0' 10'-0'11-W 13'-6'1S-0' THE HOLE TO THE NEAREST EDGE OF THE EXISTING HOLE. 560 114r 1'-0' 1-0' 1'-0' 7-0' 3'-6' 1'-0' r4r. T-6' 5-6' 9'-0' 0'-0' 4'-6' 6'-0' 8'0 4. NUMBER OF HOLES:DETERMINE THE NUMBER OF FIELD ADDED HOLES ALLOWED BY HOLE EDGE RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. ALLOWING ONE HOLE PER EACH 5 FOOT LENGTH OF THE MEMBER DISTANCE>5'• HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THEWEB.LEAVE 1/8'OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE (THIS RULE DOES NOT APPLY TO SPACING OF HOLES.) 5 OTHER HOLES:HOLES NOT DESCRIBED HERE REQUIRE REVIEW BY A QUALIFIED • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 17 M-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT TIMBER DESIGNER. L=LENGTH OF BEAM D=DEPTH OF BEAM O 0 • FOR SIMPLE SPAN(5-MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT(LEVEL SPECIFIERS GUIDES.FOR OTHER LOAD TYPICAL ANTHONY POWER BEAM G LU LAM CONDITIONS OR HOLE CONFIGURATIONS USE ILEVELO TJ-BEAM®SOFTWARE OR CONTACT YOUR II-Eva REPRESENTATIVE ALLOWABLE HOLES - TMOT JOISTS PENETRATION SCHEDULE AND DETAIL STUD NOTCHING AND BORING LIMITS NOT TO SCALE NOT TO SCALE O NOTE-- 1. FINAL RAILING DETAILS TO BE APPROVED BY THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION. 4' X4 WOOD POST X4 WOOD POST (3)LVL BEAM 8' 16' 5/8'0 Bars 36•AM SIMPSON DTT2Z SIMPSON DTT2Z WITH 1/70 GALV.BOLTS , WITH 1/2'0 GALV.BOLTS 2 I 2�• t t z 4 -- -- -—- OR M --- --- -- 2X2 BALUSTER 33�• OST CK JOIST (2)A36 STEEL FLITCH PLATES I OLID BLOCKING I \\-SOUD BLOCKING REVISIONS ,/70GALV.BOLTS 1�'�GAIV-Bo<TS FLITCH BEAM DETAILS NOT TO SCALE SIMPSON DTT2Z Nailing Zones for Roof Sheathing in 130 WIITHI/Z'OGALV.BOLTS ,&� ' , MPH U Iti m ate Gust Wind Zone SIMPSI I DTT2Z ECK JOIST Plans are Prepared by Condon Engineering,P.C. ft is a n urdesn of the New York State Education Law,Artxie 145,Section 7209,for any person urdess acting under the VNTH 1/1'0 GALV.BOLTS OUD BLOCKING direction of a ficensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.Kan item bearing the seal of an Engineer,Architect or Land Surveyor is x, altered,the altering Engineer,Architect or Land Surveyor shall affix to the item hislfw Zone 1 Zone 2 Zone 3 POST INSIDE OF POST OUTSIDE OF seal and the rotation Altered by'followed by hh4wer signature and the date of such alterations,and a specific description of the alteration. Feld �O.C. 12'O.C. 4'O.C. BAND JOIST BAND JOIST Panel Edges s'o.C. 60O.C. 4'O.C. TYPICAL DECK RAILING CONNECTION DETAILS Scale:AS SHOWN Condon Engineering, P.C. KEATING RESIDENCE 695 YOUNG Nailing Requirements for 130 MPH,Ultimate Gust, S ROAD 1/2'Thick Roof Sheathing with 8d Common Nails SCALE In'=I'-0' 1755 Sigsbee Road ORIENT NYAdft Drawn by.JJC Matfituck, New York 11952 Roof Sheathing Nailing Details (631)298-1986 (631)298-2651 Fax bm6 SCALE: 1/8'=T-0' Date:2/142024 www.condonengineedng.com FRAMING DETAILS MODEL MR PUMP/C❑MPRESSER POWER CIRCUIT 120105 N ua =@--jII y, MI. .� PAGE O� N 45 1/2060 Ll F nehx .l SPRAY 1 ,� vtu 48 la PUMP � > N � rHr N MOT❑R PUMP RATINGS: to� � , � � 3/4HP @ 115V _ CB2 M2 CSR 6 LOOPS 11 G 15.0 F.L.A. • • �"` o-'L-"---c� °" RECIRC UMP RATINGS: in PROJECT osrIr vNT rNr PUMP 3/4HP @ 115V Ir LOCATION `I N r N MOTOR 15.0 F.L.A. z . • CB3 M3 11 G is • "" 0 RX r °1C n U MIXER UMP RATINGS:PUMP z v Mp�NRO o _ � � N MOTOR 15.OHF.L.A,115V 2 � co J --- a z - S C134 I G TESTHOLE DATA SF RESIDENCE 51 1z �_ fiR1r C1 COMP (IMP. RATINGS: o 338 CONNECTED TO PRIVATE WELL J 070 w:+* N MOTOR 1/4HP @ 115V VITHSANDY LOAN `. REMOTE PLC CONTROL PANEL = 4 F.L.A. SM I T W/ HM COMPRESSOR n NOTE, ALL MOTORS LOCATION MAP MUST HAVE INTERNAL WITH(SPGRAVELVEL , Drw LEACHING POOL ` �` >sL1r LRl-Ql PR❑EC AD 1' MIXED SAND SF RESIDENCE CONNECTED TO PRIVATE WELL a M1 turn � S0 X 17 DEEP EXPANSION � 170. �y LEACHINGPooL NLU LRi-Q2 P,N, GENERAL NOTES TEST HOLE BY SHAWN BARRON M.S. j ,� ��$N� StURAD PLC en �. M2 NO GROUNDWATER ENCOUNTERED i �^"' 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE TO 1T BELOW GRADE DECEMBER 6, �y �� 2023 @ 1:02 PM �Lm lA� / // / � ,,, LR1-03 M3 ECIRC RUNNING STANDARDS AND SPECIFICATIONS OF THE LOCAL TOWN,OR VILLAGE AND THE SUFFOLK ' t / / / ` COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. k rasp yr / / / / / Lg__�IXERNG 2. BOUNDARY 5 TOPOGRAPHIC INFORMATION FROM SURVEY BY TWIN FORKS LAND SURVEYOR DATED DECEMBER 4,2023. SF RESIDENCE ""�1/� a �� / / s ILu LRl WHf CONNECTED TO PRIVATE WE.{ /`Q��l / / / �� �, i WELL�SANITARY IN EXCESS OF h50'+) LR1-Q4 3. ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM. _ - i �, AS-1 ran 16 PLC INPUT 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES / /PROPOSED / EX RETAINING WALL 72 vs >tLu �c PRIOR TO THE COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL DtSTitIB, ImON BOX / / a / / �/ TO BE REMOVED t RUN SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE �, 5 -� ♦ ALARM CONFORMED ACCORDINGLY M THE FIELD. NEW OUTDOOR SH sy s O oh1; Ira4 ! `� HWA MUTE 5. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES S�O�S41 (DRAMS TO G / /r // !� y »u, VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR TEST SANITARY LINES OR STRUCTURES. KEWrOXFDEEPC1�- o o ALARM DRYWELLM.) � � � � �` �tN��is � � J �+ � 0 LIGHT 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK i/ a REM n Ax *mr h TIST` O 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH `DWRE i TOWN.COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES CONTRACTOR 40 IM Go ENABLE SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSRE. o 5 Q PROPOSED HYDRO-AC710 j + b sL11 1 2 YEL 1 PLC INPUT � AN400 VA OWiS DEBRIS SHALL NOT BE BURIED ON-SITE. TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR EXISTING CESSPOOLS T E<Et�UMPED VERRID DRY AND BE REMOVED /C�CORDANCE 3 4 CSR 12 PLC INPUT STAND AA�O W20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. EX SHED TO WITH THE SCDHS STA RDS V'/Pm 14 PLC INPUT 9• ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY yM i � / '� r7£pf� s STRENGTH CONCRETE �p BE RELOCATED X k, `� / ¢ ' Nr ` /� � RY � ELECTRIC LINE TO BE,-' TAN N ' `, ���� K ��cR � � PLACED IN CONDUIT' TIME DOSE 17 PLC INPUT 10. SANITARY PIPE TO BE SDR35 PVC OR AS SPECIFIED ON PLANS. PROPO 1989 t 9p` / TERMIN EDVENT?UBE BILL OF MATERIALS ' DEMAND 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED �"' s �f TERMINA 018'MIN. AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, 1 FQrT 9 ABOVE-GRADE WITH A ITEM PIN DESCRIPTION QTM: SPRAY 0 TOL w 18 PLC INPUT --CARBON FILTER PONDS,DRAINAGE INLETS,ETC.THE METHODS AND MATERIALS EMPLOYED IN THE SF RESIDENCE ""'1�h1 - --- o HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE i NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120 V MINIMUM. INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM CONNECTED TO PRIVATE WELL e A 1 soos2 TANK PRE/PUMP 400 1 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL*. (SANITARY IN REAR YARD n � B 130002 KIT' 12. ALL BACK ILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM SING 2 TANK CONNECTING STANDARD Wl B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. Wi 1 LOCATION UNAVAILABLE) PROPOSED HYDRO-ACTION � REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-tbs. DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD CONTROL PANEL AND AIR PUMP o C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. PROCTOR TEST ^mod ON A 36'X 36"X 6"P.C.SLAB PROPOSED GRASS OR wITH6X6W14xw14wwM STONE DRIVEWAY D AN400-P AN400 W/PLATFORM COMPLETE i CHANGES TOLERANCES DRAWN BY DATE E ECSO-30-L-80-PLC OPS,EC50-30-L-80-PLC 1 F DECIMALS� C. gpRRICK 11/3/16 CHEMATIC, ELECTRICAL13. LOT AREA 21,845S.F. tF(� PROPOSED GAS SERVICE D for=*.MO MATERIAL SPECIFICATION: 14. THERE ARE NO SURFACE WATERS OR WETLANDS WITHIN 3W OF THE PROPERTY. a�rnersnQccrsir:� B FRACTIONAL s CART Na b SF RESIDENCE AS NOTED ANGLES FULL 120105 CONNECTED TO PRIVATE WELL WELL FRONT&SANITARY REAR (LOCATIONS UNAVAILABLE) •• AN400 245 NITR❑GEN REDUCTI❑N SYSTEM COMPLETE DIM%" er:ft"vhs APPhzavEn an storan r1w1E REV. JPART# hydr tion' 05/31/17 o HA-18005 MAINotes: AN wiring and equipment are to be be provided and'installed by the Electrical DRAINAGE CALCULATIONS: SITE PLAN des. accordance with 4neNa6onal Electric Code(NEC)and Loral THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE SCALE:1"=30'-0" 'The EC will file all necessary forms and pay a1 fees for the electrical work shown on FOR A 2'RAINFALL. STORAGE TO BE PROVIDED IN PRECAST these drawings.The contractor will arrange for a1 mspedons and secure a Fire EX at fte cornpletion of the DRYWELLS PROVIDING 42.24 CF/FT OF STORAGE. THE DESIGN IS w�erwnters trm�dover�theowner ,,,� ELFc BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0. PANEL 'All foundation penetrations for entry of directly buried feeders are to be equipped with DRAINAGE AREA 'A' galvanized steel sleeves. RMC is to be used at all other foundation and floor 022.45 OW-0-1 STORAGE REQUIRED. - sass __ ROOF AREA- 2,566 SF X 1.00 X 7112=427.7 CF 'Furnish and istall new service equipment and circuit breakers as shorn in these PM-0-1 drawings. AN panels and breakers are to be labeled. The electric panels are to be EXTERIOR RATED JUNCTION BOX 20 AMP BREAKER 427.7 CF/42.24 CF/FT-10.1 FEET REQUIRED 'anstaled and grounded'nun accordance with the NEC and Local Electric Codes. BELOW GARDE IN A SPRINKLER BOX 1324 i 133- 1 'AN switch and outlet boxes,junction boxes,and puff boxes installed our the exterior are 12 AWG 11F WIRE M 3l4'PVC 1N • • STORAGE PROVIDED: to be galvanized steel and rated for exterior use SCH 80 CONDUIT . � CUT AWAY VIEW USE 2-8'0 DRYWELLS 6'DEEP EACH=12 FT.>10.1 FT Lt 'AN exterior outlets are to be housed in weather proof enclosures. MM. h 15.so ._._ 139.ficm1 PLC CONTROL PANEL e20.65 _ W/HP80 COMPRESSOR AIR PUMP 1e5zsaM Ii 13.74 BOTTOM VIEW TOP VIEW 134." POLYLOK 20"D-BOX INSIDE Box ELECTRIC RISER DIAGRAM BOX ACCEPTS: PART NO.3017-20 LIGHT COVER PART NO.-3009C NOT TO SCALE MATERIAL-HDPE HEAW COVER PART NO.-3017-M GRATE- PARTN0I r VENT DATE; 8112/04 6"TALL RISER PART NO.30M THE VENT TO BE TERMINATED WATERTIGHT PLASTIC FRAME A COVER 17 TALL RISER PART No.3DM12 CARBON FILTER W/APPROVED LOCKING DEVICE TO 18'MM.ABOVE GRADE DE�10E WEIGH 60 LBS.MIN.OR SECONDARY CONCRETE COVER PROVIDE END AP TYPE LEVELING SAFETY LIDS/DEVICES TO BE PROVIDED TRAFFIC --� F.F.EL 38.0 18'MIN. DMCES AT OIffLETS BEARING SLAB EL 3s.o EL 36.0 EL 36.0 3s.2 fE 35.5 HEALTH DEPARTMENT APPROVAL STAMP t6.10 2.m.mcm 1'MIN. INSTALL DUMMY IN OR DOME AS T40.s 0 CL TO CL SIDE CUT our CLFANOUT WV EL 33.8 7 MAX 8'MIN. Trn.40 PLcs.] ro ACCEPT NECESSARY TO BRING PROPOSED Pa.noK sEAL RJV.EL 33.5 STRUCTURE TO GRADE PRrr.No.aom REVISIONS INV.EL 33.7 7;4,PLCS. INV.EL 34.6 7 VENT TO VA UNIT - -- ALL LEACHING POOLS SHALL sn �a 4'WC WASTE EL 33.2 4'PVC A 3'MIN. 1a91 8.00[O CIA 4'SANITARY WASTE PIPE BE PLACED M ACCEPTABLE 5 3an .� cL To cr-1 INV.EL 33.9 L1N plTq 1118 rMnL LINE PITCH 1B COLLAR 1 PITCH 1/4 INCH PER FOOT N T MIN. �•E-332 LEACHING SOILS AS APPROVED � ,� INCH PER 20 INCH PER x BY THE SCDHS. IN THE EVENT 3.16 FOOT FOOT a POOR LEACHING MATERIAL IS 18 0cm]Ltj 16(7 MIN.) ENCOUNTERED,EXCAVATION IS 31'(IT MIN.) i E-28.5 LL TO BE CONTINUED TO ' I- POLYLOK 3017-20H6 20' w FRONTIME VIEW ROUND SEPTIC DISTRIBUTION 4' SUITABLE���AND PRO�DHYDROACTION ��" BACl�7LLEDASDETAILED. POLYLOK 3017-20H6 20" ROUND SEPTIC DISTRIBUTION BOX oR APPROVED EQUAL CUTTING RINGS MAY BE BOX DETAIL AN�400 VA OWLS EL 21.2 REQUIRED. NOT TO SCALE DISTRIBUTION 8'DIAMETER HYDRO-ACTION AN-400 DETAIL BOX DETAIL 6'PAN.PENETRATION 1Nro S.C.T.M.:DIST. 1000 SEC.18 BLK.1 LOT.5 LEACHING SAND AND GRAVEL STRATA HIGHEST EXPECTED GROUNDWATER z" POOL DETAIL EL ELL 5.9 PER USGS WELLS 16787.1 Scale:AS SHOWN Condon Engineering, P.C. KEATING RESIDENCE SANITARYSEPTIC SYSTEM PROFILE Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 695 YOUNG'S ROAD NOT TO SCALE Education Law,ArUde 145,Section 7209,for any person unless acting under the direction of a DlaWn by.JJC 1755 Sigsbee Road ioerrsed Professional Engineer,Architect,or Land Surveyor,t0 after any item in any way.Marl Mat ituek, New York 11952 ORIENT, NY O Kern bearing the seal of an Engineer,Architect or Land Surveyor is altered,the arterirg (631)298-1986 (631)298-2651 fax Engineer. Achedect by er sigorsnaA and t to at item such aftrseio and me notationspecific Date:1n9/2024 SANITARY PLAN 'Altered by followed by hisAner sigrhature and the date of such alterations,and a spet�7ic www.Condonengineering.COm description of the alteration.