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Home My WebLink About1000-69.-5-18.6 2020 NY5 Residential Code / lnternotlonol Residential Code TABLE 8501.2(1) w CLIMATIC, AND 6EO&RAPHIC DESIGN CRITERIA O CF2.DESION WIND DEVISN SEISMIC 5UB.JEGT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN D DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL SPEED TOEFOFFE�GTS IC SPECIAL WI1�lD RE610N DEBRIS ZOtEJE CATEGORY WEATHERING FR�I��INE TERMITE TEMP. rr-) REQUIREMENT INDEX TEMP. 150 Nit) NO NO I MILE 4 B SEVERE BOF 5 MODERATE II YES NO 5qq 510F FIRE 15LAND FT 5F6 TO HEAVY PPROVED SET OF PLANS WII-L BE ON SITE, ANS AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TI 15 IN ACCORDANCE WITH AMERICAN WOOD COUINCIL (AWG) WFGM-2015 "WOOD FRAME CON5TRUC WAILINO SGHEIDULE (WFGM TABLE 5.1) MANUAL FOR ONE AND TWO FAMILY DWELLIN65", 2015 EDITION. 5.DESIGN LOAD CALCULATIONS: AS PER SECTION R501.5 *THIS SCHEDULE MEETS THE CRITERIA FOR A z N Cr) LIVE LOAD = 40 p.s.f. (ROOMS OTHER THAN 5LEEPIN6 ROOMS) THREE SECOND WIND GUST SPEEDS UP TO 140 M.P.H. N 50 p.s.f. (5LEEPIN6 ROOMS ) 40 p.s.f. (EXTERIOR BALCONIES AND DECKS) ROOF FRAMING 10 p.s.f. (ATTICS WITHOUT STORAGE), 20 p.s.f. (ATTICS WITH LIMITED STORAGE) NUMBER OF 40 P.S.F. (HABITABLE ATTIG5 4 ATTICS SERVED WITH FIXED STAIRS) JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 DEAD LOAD (OTHER THAN ROO!P5) = 10 p.s.f. (ACTUAL WEIGHT OF MATERIALS) DEAD LOAD FOR ROOFS: AS PER TABLE 8301.6 Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter 0 SNOW, WIND 4 SEISMIC LOADING = REFER TO CHART ABOVE. Galling Joist to Top Plate (Too-Nailed) 3-8d Per Joist w Galling Joist to Poral lol Rafter (Foto-Nallod) 3 PITCH: 13-I6d Each Lap �- - -.,•,.�_ - .__.a .MmF.., wT...r,.,_„ _., -... _..._.. . .....v,-,-. .,.,, , ...>.,. ,.-., .,- m.... CeilingJoist Laps Over Partitions (Faso-Nallod) 3 PITCH: I5-I6d Each Lap - ...,..,.:-_-.....,,,9- ... ..;_,.-,r,n.., .....,...... Colling Joist to Parallel Rafter (Face-Nallod) 10 PITCH: 3-I6d Each Lap O Ceiling Joist Laps Over Partitions (Face-Nallod) 10 PITCH: 3-16d Each Lap z Collar Tie to Rafter (Toe-Nailed) 3 PITCH: 5-Sd Per Tic _ Collar -no to Rafter (Too-Nallod) 10 PITCH: 2-8d Per Tie GENERAL NOTE_ S . Blocking to Roof Rafter (TooNailed) 2- d Each End Q Rlm Board to Rafter (End Nallod) 2-1bd Each End WALL FRAM I NC THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR GHAR&E OF AND WILL NOT BE NUMBER OF RESPON51BLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, NAILS NAIL SPAGIN6 TEGHNIQUE5, SEQUENCES AND PR06RAMS FOR JOINT DESCRIPTION COMMON THE CONTRACTOR TO PERFORM HIS WORK. Top Plato to Top Plata (Face-Nallod) ON I Per Foot I. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF Top Plates at Intersections (Face-Nallod) 4-16d Joints - Each Side 4. ►-„"" mS' CONSTRUCTION, A CONDITION EXISTS WHICH V15AOREEB WITH THE PLANS, THE CONTRACTOR Stud to Stud (Face-Nailed) 2-I6d 24" o.c. --~�°r C SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR Header to Header (Face-Nallod) I6d 16" o.c. Along Edges FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME Top or Bottom Plata to Stud (End-Nailed) 2-I6d Per Stud ) � Bottom Plata to Floor Joist, Band olst, 2-I6d I� Per Foot ALL RE5PON51BILITY 4 LIABILITY AF2151N& THEREFROM. End olst or Blocking (Face-Nailed �ORM� Y OF U 2. DE51ON PROFESSIONAL 15 NOT ENOA6ED FOR SUPERVISION IN ANY CAPACITY UNLESS FLOOR FRAMING OTHERWISE. Lj�.Nti 'R5P0'R1rP'T10N AVTI�ORiTY NOW Ice- NOTED 5. HOMEOWNER AND/OR CONTRACTOR 15 RESPONSIBLE FOR ALL REQUIRED IN5PECTION5 NUMBER OF �� J A- !>OI•-' A11D 11 ROf'`p ; \• MURNING THE COURSE OF CONSTRUCTION. JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 1 ONS �SLV 4. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIALa Joist to Sill,Top Plata or Girder (Toe-Nailed) 4-6d Per Joist CODE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Bridging to Joist (Toe-Nailed) 2-8d Each End �„n r'� ✓�, /Y` TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS Blocking to Joist (Toe-Nailed) 2-Bd Each End ,�^,r„��n`�Y" \ w oS+ SNOW LOADS, WIND 4 SEISMIC LOADS PER CODE SECTION 8501. Blocking to 5111 or Top Plate (Toe-Nailed) 3-Ibd Each Block + ��n��'" 1 w Ledger Strip to Boom (Face-Nolled) 3-I6d Each Joist 1350.93 �r� " �� v J•' c 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED 4 INSURED ELECTRICIAN. p ^} t/> 3 ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL Joist on Lodger to Boom (Toe-Nailed) 3-8d Per Joist „ ��,�� ,�Y�,/Y��`~ . J��xJ' r Zo Q Q Band Joist to Joist (End-Nailed) 3-I6d Per Joist w� 3Q _._ , FIRE UNDERWRITERS AND HAVE WORK NSPECTED BY SAME. Sand Joist to Sill or To Plate (Toe-Nallod) 2-I6d I Per Foot ~�� g i-�'v`r"- Q 6. ALL PLUMBING WORK SHALL BE INSi-ALLED BY A LICENSED 4 INSURED PLUMBER. � ..r��,�,•,,�,, �'i^ "'`'^'��`� , �'T� _ �-]N j 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE ROOF SHEATHING , .,-�� _. �� REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. Y '�''' " r � ` H f NUMBER OF x r-�x -"�a.».� .^. I " rv�l w-_ _ T.rn lD 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 ;mow " ' °"' '"`�' 4.` "�'` � �� N _0..m _ ' oTHERw1sE. r AP N Structural Panels i` .� O �LDt � �'° O q. DO NOT SCALE DRAWINGS. Interior Zone Location 8d 6" Edge/12" Field ," `' �, \LE N 10. ALL LUMBER 4 PLYWOOD MUST BE GRADE STAMPED. Perimeter Zone Location 8d 6" Edge/6" Field ` T II. FLOOR, 0EILIN6, ROOF JOISTS, HEADERS 4 WALL STUDS TO BE DOUG. FIR #2 WITH A MIN. Gable Endwoll Rake or Rake Truss w/ ad 6" z Edge/6" Field ," r t�\ �W ' fb=825 ps.L up to I' overhang `�� Q O 12. WHERE HEADERS ARE NOT SPECIFICALLY GALLED OUT ON PLANS PROVIDE HEADERS Diagonal Board Sheathing OVER ALL WINDOW, DOOR, ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE f"xb" or 1"x8" 2-8d Per Support 15. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. I xl0 or Wider 3-8d Per Support 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. CEILING SHEATHING 15. ALL FLOOR OR GEILIN6 JOISTS WHIc:H ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER NUMBER OF E OF MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 APROX. 15'x55' INTERIOR t �` $002 OQ SSP R tc 16. SOLID BLOCKING I5 TO BE IN5TALLE V IN FLOOR SYSTEMS BENEATH ALL MODIFICATION EXISTING .� 53 A�11 M �L STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, sum Wallboard 5d Coolers T' Ecla/10 Field TO REMAIN C3 ` OF BEAMS OR OTHER MEMBERS BELOW.. WALL SHEATHING rr7 M ' 11. LAMINATED LUMBER TO BE TRUS J0I5T MICROLLAM LVL IAE SERIES (OR EQUAL). ''`"�' i� LA FOK '(HO�'� � m � LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, NUMBER OF '� o SOW O� F N + tY NO 5PLICIN& PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH JOINT DESCRIPTION COMMON NAILS NAIL SPACING � ,, ` `P�1D� -vo O CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION Structural Panels ' "tN C Y ALL AROUND BEAM POCKETS. MULT'IPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS Intortor Zone Location ad 6" Edge/12" Field PER MANUFACTURER'S 5PEGIFIGATION5. 1 PerimeterLocation ad b" Edge/12" Field NG FiberboarddPanels ncis x NAL� 15. ALL 5KYLI5HT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 1/2" II ga.gals.roofing nail 3" Edge/6" Fleld ' Iq. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS 25/32" II ga.gale.roofing null 3" Edgo/6" Field 1 a• _ sum Wallboard 5d Coolers 'i" Ed a/10" Field � OF AGI-84 5PEGIFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'G 3500). BJP 9 L REINFORCING STEEL SHALL CONFORM TO ASTM A615 &RADE 60. 2 Hardboard 8d b" EFor M " Field FENOE Particleboard Panels ad (As For Manufacturer) 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF g Dia9onai Board Shoathin 1.6 y�LST 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, f"x6" or 1"x8" 2-6d Per Support CONTRACTOR 15 TO NOTIFY MESION PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING I"xl0" or Wider 3-8d Per Support WITH ANY MORE WORK. FLOOR SHEATHING 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS 4 ONE ON EACH FLOOR LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. 22. KITCHENS 4 BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. JOINT DESCRIPTION COMMON NAILS NAIL SPACING 25. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC,. CAVITIES TO BE Structural Panels _ INSULATED. I" or Less ad 6" Edge/12" Field 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED &LASS. ANY DOOR OR WINDOW Creator than I" lod 6" Edge/12" Field WITH 6LA55 LE55 THAN 18" ABOVE FLOOR, THE GLASS 15 TO BE TEMPERED. via onal Board Sheathing 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF 1'x6" or I"x8" 2-6d Per Support Z Q WINDOWS LOCATED AS TO PROVIDE'. UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. I"xlo"or Wider 3-8d Per Support ~ SUCH OPENINGS SHALL NOT IMPEDE EOR:ESS IN AN EMER&ENGY 4 SHALL HAVE A Nailing requlremonts are based on wall sheathing nailed 6 Inches on-center at panel edge. a MINIMUM AREA OF 5.71 50. FT. WITH A MINIMUM HEIGHT OF 24" 4 A MINIMUM WIDTH OF 20" If wag sheathing Is nailed 8" on-center at the penal edge to obtain higher shear capacities, I 0 1 � � I ��O O wof� � O J:: nailin re uirements for structural members shall be doubled, or alternate connectors,such L- I �J WITH BOTTOM OF OPENINGS NO HI&FiER THAN 44 ABOVE FINISHED FLOOR IN ALL SGAL� ; N1",5, � N ABOVE 6R:ADE STORIES. (FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 as shear plates,shall be used to maintain the load path. J L 50. FT. OPENING) ALL HABITABLE S'FAGE5 MUST MEET THESE REQUIREMENTS. i, MAIWAIN EXISTING 1=1N15HEID IWEMOI2 MOD11=ICAFION a � When wall sheathing is continuous over connected members,the tabulated number of Halls � � �--+ 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER INTERNATIONAL shall be permitted to be reduced to 1-I6d nail per foot. Z, MAINTAIN EX15TINGWAL-K IN PDX I�EfFIGEI2ATOF (0RESIDENTIAL CODE AND PROVIDE F EQUIRED E&RE55 BEFORE UTILIZING IT AS LIVING 3, MAINTAIN EXI5TIN6 UTILITY GL05ET w w U ti 21. INTERIOR FINISHES AS PER OWNER/BUILDER AGREEMENT. = I♦-- REFLECTIVE WHITE 4, MAINTAIN EXISTING I?001' OV�F I'OI;Gt1 v) _ 5, MAINTAIN EX15TING IFi?IGATION WATER FUMF J U ALLOWABLE DEFLECTION OF HEADER 50HEPULE REFLECTI\/E PANTONE # 0 I-' Q >0 5TRUG4L TUR, MEMBERS ALL MATERIAL FOR WOOD FRAMING TO Q (PER TABLE R5oi.T OF IRC) HAVE A MINIMUM fb OF 825 III THE CONSTRUCTION TYPE Ax ALLOWABLE NOMINAL LUMBER SIZE: SPANS: W (D LED Ltd STRUCTURAL MEMBER DEFLECTION (2) 2X8 UP TO 4'-0" CLASS I F I GATT ON OF THE z wa M � RAFTERS HAVING SLOPE5 6REATER THAN L/180 A s PITCH WITH NO FINISHED GEILIN&S (2) 2X10 4'-0"TO V-0" STRUCTURE UNDER 15 r-., cy) -z N CV ,G ATTACHED TO RAFTERS (2) 2X12 b'-0"TO 8'-0., = M M C INTERIOR WALLS d PARTITIONS H/180 (2J 13/4"X11 I/4" LVL 8'-0"TO 10'-0" SEGTI ON 602 _ f^ M O CL FLOORS L/360 POSTS SHALL BE 4X4(NOMINAL) 6" D I AMETE iii • (n L j`� a O CEILINGS WITH BRITTLE FINISHES L/560 NOTE` ALL SIZES GALLED OUT ON ANY OF (D ALL CU M THE FOLLOWING DRAWINGS WILL SUPERGIEVE rz W = ALL OTHER STRUCTURAL MEMBERS L/240 THIS SCHEDULE. _ o `= EXTERIOR WALLS: (WITH PLASTER H/360 -cn O Z O CU OR STUCCO FINISH EXTERIOR HAI 5: (WIND LOADS WITH H/240 p Q C x OTHER BRITTLE FINISHES W � I- - IN EXTERIOR WALLS: WIND LOADS WITH L/120 FLEXIBLE FINISHES W EXTERIOR WALLS: (HIND LOADS WITH L/150 CU FLEXIBLE FINISHES, INTERIOR GYPS M C J BOARD FIN15H � LINTELS SUPPORTING MA50NRY WALLS L/600 =V FLEXIBLE FIN154 (n Cl) NOTE- ■ SPAN LENGTH H ■ SPAN HEIGHT Z U � J ~ mZ O N TOP PLATE= SPL I GE REQUIREMENTS t o -J (WFGM TABLE 5.21) CO BUILDING MINIMUM SPLICE DIMENSION (FTJ: LENGTH (FTJ: w 12 5 1/20 I6 6 ■ STROKE �� T l �-- � Q 20 8 " s"- ■ e - -- --- - --; w 24 IC ■ ■ AU'G 2 3 2022 ! It 28 cn 52 13 z BUILDING - 56 14 6 STANDARDS AND CODES Planning Board Z 40 1 MAINTAIN LEGALIZATION DOTES = M DES I C NATION FOR STRUCTURAL /'� m -' Z oU 50 20 NOTE: O U 0 Y o 0 60 24COMFONENTS THAT ARE OF THESE DRAWINGS ARE TO MAINTAIN / LEGALIZE EXISTING CONDITIONS AS BEST THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF � J Z TRUSS TYPE CONSTRUCTION AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES o0 J O O '0 "10 2& COULD BE DETERMINED BY A VISUAL AND N01-1-INVASIVE WALL INSPECTION, WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: � w EL = i C 80 3.? "F" FLOOR FRAMING, I NGLUD I NG CU GIRDERS AND BEAMS MICHAEL L.McCORMICK J Z p I. TABULATED SPLICE LENOTH5 TOP PLATE TO TOP „ „ STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 Q -j CONCEALED AREAS ARE ASSUMED TO BE CONSTRUCTED AS PER ACCEPTED o w w w = >% PLATE CONNECTION SHALL NOT HAVE MOR_ THAN R ROOF FRAMING C R 2-I6d NAILS PER:6 INCHES "FR" FLOOR AND ROOF FRAMING � w `- CONSTRUCTION METHODS AND PRACTICES. ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP, P.C. C) 0 2. TABULATED SPLICE LEN6TH5 ASSUME A BUILDING U =O 1 C/) LOCATED IN EXPOSURE B OR G PH N 309-2 NG P.O. BOX 110 MORTON IL 61550 „ 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE SAMPLE - T I TLE 1 cf N`i'CRR FART 1265.4 PHONE 309-263-4105 z � � Q � z �-- IPIFORi,�ATiON IS BASED ON PHYSICAL NON-INVASIVE ViSI,,LE EVIDENCE & Q a � � O � MATERIAL P I ti, r R t PLACE ENO I NEERED MOOD PLACARD ON ,,N PLANS APPROVED DATED:JAN 21,2013 z OR ADJACENT TO ELECTRICAL METER BOX. INFORMATION OBTAINED FRGI" HO!!EO��NER OR CONTRACTOR. Q o o U 2 O `^U(f e v1 1 r 2 lll Tn'1 ` (e P� w r Q p 2 N CO O v N 'o N i W 0 Z 90'-0" Q 15'-0" 21'-10" 53'-2" or 6" 6" - - - - - - - - - - - - - - - - - - - - - - - - - - - m EXISTING BARN DOOR AS PER ORIGINAL APPROVED PLANS DATED 1-21-13 EXISTING R-21 BATT INSULATION _ EXISTING CEILIN13 MOUNTEDEXISTING WALL CONSTRUCTION z0 ' GAS HEATER BY "SPACE-RAY" 2x6 STUD FRAMING WITH INSTALLED PER MANUFACTURE SPEC ' 2x4 NAILERS ON EACH SIDE _a FLUROFLEX 1000 HI-RIB STEEL _ AS PER REVISED PLANS DATED EXISTING CEILING MOUNTED ' o S; o EXISTING ROOF CONSTRUCTION I w m 5-8-13 GAS HEATER BY "REZNOR" AS PER REVISED PLANS DATED 5-8-13 INSTALLED PER MANUFACTURE SPEC ' Z 3 ' ' Z ° Q i (n V i i to i � O > 04 0 Xo I;XISTINC� w N z R-30 BATT INSULATION Z {�® I/AI�N EXISTING BARN DOOR C:) c~n o w EXISTING SLAB 6" P.C. ON 4" AS PER ORIGINAL APPROVED PLANS N x - COMPACTED BASE PER ORIGINAL DATED 1-21-13 z 00 (A APPROVED PLANS O DATED 1-21-13 4 L6 S.D.EXISTING R-21 BATT INSULATION .D ' EXISTING ACCESS SCUTTLE ELECTRIC n c i ROF UTILITY PANEL 35 —4 WM 7'-9" 27'-7" 24'-0" _ _ _ _ _ IS 27'-7" "L_ - , �.. O F PLYWOOD ABOVE CEILING JOIST F , tD -I EXISTING OFFICE FRAMING 57" CLEAR ATTIC STORAGE ABOVE 0 (.0m v EXISTING WALL CONSTRUC ION - - - - - " I- IRRIGATION WELL � 2x6 STUD FRAMING WITH R-30 BATT INSULATION EXISTING SLIDING � � .- '' (� EXISTING WALK-IN DOOR EXISTING 14'0" CEILING HT. f NG\� p E'XI5-FI I;V5o, STOVE CHIMNEY EXISTING 36x80 EX O I I'�I I I t INSULATED DOOR THROUGH ROOF A.C. p vl I +'- UL LISTED A218 FANL R-21 BATT INSULATION ' - - - - - � ACCESS SCUTTLE EXISTING INSULATED 5" WALL PANEL N lk OF WALK-IN STYLE REFRIGERATOR o EXISTING EYE LASH ROOF OVER 1=X15TINC� EXISTING WOOD APROX. 24 x 17 X 12' HT. iY DOOR OPENING AS PER ORIGINAL ' BURNING STOVE INSTALLED AS PER MANUFACTURE `� ' o I APPROVED PLANS , SPEC. 0 DATED 1-21-13 x 5T0KAC_E CA 0 , _ 3 tl)z_ I EXISTING 1=X15T I N C� ' z 3 EXISTING o 36" HT COUNTER �' ' ::�':Y`" X 1=0 DOOR 01=1=1GX15TINC� _ w , z z x- -;0 522 SQ. FT. A LZ(5 :D 8'-2" CEILING HT. Y V AL_ I N N= z EXISTING EXISTING o VINYL PLANK FLOORING I 1 a L ; co t- SPLIT TYPE A.C. BRICK HEARTH in �r-F F 16rf1�ATO I�. � d' •� � � 04 t- 220V/60 Hz oj NrI X15T NI CS ? I O x 18,000 B L6O i ® D J V' 0 EXISTING MODEL ASUI8RL z LL BY FUJITS N DOOR 40 �__ GYP BOARD CEILING Q V xpm /EXISTING INSULATED rr�OEXISTING INTERIOR WALL w CEILING PANELQCONSTRUCTI N J 2x4 STUD FRAMING WITH " S.D / EXISTING 36x80 ' 5T I PU I-E �" GYP BOARD EACH SIDE " � ///°f INSULATED 4 GLASS DOOR - - - - _ Z a 7 -5 27 -1 COCO ai N N C EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 � _ ti co 0 DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNGC c/) c� +- A EXISTING R-21 BATT INSULATION •� U) CO � j� �+ 0 O 0 , 6 �_ EXISTING 36x80 0 1=X15TINC� EXISTING WALL CONSTRUCTION IiX15TINC� INSULATED GLASS DOOR 2x6 STUD FRAMING WITH Q CO = Z N o2x4 NAILERS ON EACH� 'O' FoFc FLUROFLEX 1000 HI-RIBSISTEEL 'O' O' `� m W c �¢- O m c AS PER ORIGINAL APPROVED PLANS EXISTING TO REMAIN I N x- LL �- AS PER REVISED PLANS DATED o W I DATED 1-21-13 (u o � 5-8-13 � J 7'-11" 0 X13'-9" 39'-2" 13'-9" 7'-11" x o) O w 00 w cu ® EX (2) 2x6 HEADER EX (2) 2x6 HEADER EX (2) 2x6 HEADER EX 2) 2x6 HEADER - Q V 1 a - - 8 — - - - - -$— - - -B— - - E]- - - -B - - —0 - Z J cr_o c: N n " " n 1,-0 j 10'-0" 10 —0 10 -0" VARRIES VARRIES VARRIES VARRIES VARRIES 10'-0" j J M } 29'-11" 56'-3" Q w EXISTING BARN FOOTING PLAN AS PER ORIGINAL APPROVED PLANS a DATED 1 - 21 - 13 AUG 2 3 2022 I cL i S0,-nolG'i0\'n w Z Planning Board I- AINITAHIN LEGALIZATION I`1OTES � �- 0 (0C) NOTE: p Z THESE DRki'�1hdCS ARE TO IAAINThIt� / IEGAUE EXISTING CC�I'� IT10"�S AS FEST THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF C J -5- 0 J z O AS BUILT, INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES c6 -� O J O �O O [-AN i „ 5�0 ' O WOF � COULD LIE DETERhlIP',Ev BY A. VIISUAL AQ NCI'd-INVASIVE 'r ALL IIISPECTIO":. WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: r w 0. � _ i CV SGALE ; 1/4" 1 -0Ln z co & 1, MAINTAIN EXITING p"1=1N15t fED iNTE�IOI; MODI�IGATION MICHAEL L.McCORMICK co �, t CI i D STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 w 0 = Z. MAINTAIN EX15TINGWAI_-K IN DOX FF_F?IGEI?ATOI? CONCEALED AREAS ARE AS UTAED TO BE CONSTRUCTED AS PER ACCEPTED o w MAINTAIN EXISTING U1 ILITY GL05ET CCPJSTRUGTICttJ Iv1ETHOUS AND PRACTICES. ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. O Y = �- 100 S.PERSHING P.O. BOX 110 MORTON IL 61550 4, MAINTAIN EXISTING I?OOE a OVEF FOI;CH PHONE 309-263-4105 T Q � p Q 5. MAINTAIN EXI5TING II IFIGATIONWAI-EF #BUMF �, ,,, ,,, r r Q 0 INFORI,.ATIGPI IS BASED' ON PHYSICAL NON-INVASIVE VISIBLE E,IDENCE F� Q. PLANS APPROVED DATED:JAN 21,2013 � 1"JFIDRVATION OHTAI>IED FROG! H0VEG?#"l,IER Gp CONTRACTOR. X W o Q U Q ~ 4 __ .. LL EXISTING COUPLA EXISTING CONTINOUS RIDGE VENT u=r 1-4- METAL METAL ROOF ' I 1 , I , I , EX WOOD TRUSS 1 © 7'-6" 0.C. PER ORIGINAL APPROVED PLANS DATED 1-21-13 i r p C'V 1 I 2 M 1 1 C14 EXI INCA 1 TKU 5 1 1 I I , 11 w F- 0 z I 1 R-30 BATT INSULATION 0) XI�T i N C� < EXISTING WALL CONSTRUCTION Q 2x6 STUD FRAMING WITH EXISTING 14'0" CEILING HT. I I 2x4 NAILERS ON EACH SIDE 1 1 ATTIC FLUROFLEX 1000 HI-RIB STEEL ; AS PER ORIGINAL APPROVED PLANSEXISTING CEILING CONSTRUCTION " PLYWOOD DATED 1-21-13 2x12 CEILING JOIST @ 126" O.C. WITH R-30 BATT INSULATION , 0 X15TINC� 0 I I EXISTING j" GYP BOARD CEILING U f3AKN R-21 BATT INSULATION & WALLS v STOVE CHIMNEY 1 � EXISTING SLAB 6" P.C. ON 4" THROUGH ROOF r EXISTING EXI ING EXI ING UL LISTED A218 BRICK VENEER COMPACTED BASE PER ORIGINAL ZX15TINC� OOf� ° APPROVED PLANS EXISTING WOOD DATED 1-21-13 EXISTING WALL CONSTRUCTION BURNING STOVE PER ORIGINAL APPROVED11 1 11 H a fflo1- PLANS DATED 1-21-13 2x6 STUD FRAMING WITH 0 AECX R-21 BATT INSULATION EXISTING R-21 BATT INSULATION p EXISTING GRADE FAN BRICK HEARTH 6SLA Z EXISTING GRADE VINYL PLANK FLOORING O 0 I 1 1 STING I - EX GRADE A "Z1 1 . t. ,... .,... .,,•. .. ..�: .. :.a .. . 1 W 4" COMPACTED FILL r I- 1 , r r 1 , r L „ r L r L ti , r L Y , TYPICAL EXISTING FOOTING ® EACH STRUCTURAL r L r L 1 1 ' I I ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' I 1 11•�POST AS PER ORIGINAL APPROVED PLANS ' ' Z L L J L L J L L J L 1 J L 1 J L 1 J L J J L L J DATED 1-21-13 L 1 1 J L ' J J O p � N O f�T f l '!-.->IDE ELEVATION SCALE-1/8"=1' 5 EOT I O N A`A SCALE.-1/8"=1' DOS71NG CWPLAhY t•' O� --- EwsTNG couPLA DOSING CDUPLA G rl n ; e \v/ \v/ \v/ aJ, J PIAL E� N xf 1 YA Y14'r,YA B 7T N AS PER ORIGINAL SAPPRGVED PLANS PN ARN COOS ATED AS PER p21GNAL APPROVED S '^ DA EXISTING GRAD EIOSTING GRADE O EXISTING GRADE w 1 1 I w/� 1 1 I 'I 'I '1 _ I_ I 1 L ,1 'L I L, ' ' L' I I L' 1 1 1 1 1 1 1 1 1 1 _ 1 _ 11 ' 'ill 11 11 �/1 �./ r-A5T 511DE EL-EVATION „ , 50UT1� 5 Q " � SCALE. 1/8 =1 IDE ELEVATION SCALE.-1/8"=1' ZO NO t/lSIBLECHANGEIN THIS ELEVATION NO WS/BLECHANGEIN THISEtEVARON EXISTING COUPLAQ i EXISTING COUPLA O J QC?J �- I Z w M � ai � I � 1 1 ' I N (V I I 1 1 I` a0 O I � '^ w � ^ o 1 I lii ♦� c J 'M^ r �/ :3 W I 1 W -/ cr RECEIVED 'R�E V _ Z � O L Z o I I 1 I I 1 AUG 2 3 ?0?? W 0 ccs 'm N - w E I I 1 I Soutno!d Tov�.--) W Planning Foar:.' _0 cu 1 i cp 1 1 I 1 w cu MAINTAIN LEGALIZATION- NOTES Z Z:� cl� c: � THESE DRAW11lGS ASE TG VAINTAIII; / LEGALIZE DUNG G C01;")IT O,',;S AS GEST m z O CV COULD DE DETEW,,?INED BY A MSUAL AND NON-INVASIVE V,"ALL INISFECTION. J ° —J COI'ICEALED AREAS ARE ASSUMED TO BE CONSTRUCTED AS PER ACCEPTED I Q w C011STRUCTIGN METHODS ANID PRACTICES, Y U Q 5' 6" IPIFGRI,aATION IS BASED ON PHYSICAL NION—INVASIVE VISIELE EMENCE &' :I INFORIMATION OBTAINED FROV H VE(lV,NER CR CO`s A"ITGR. QL0 101 1 w EXISTING EXISTING XISTING EXISTING EXISTING EXISTING EXISTING EXISTIN EXISTING EXISTING Z = co >- O u 4- EXISTING GRADE THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF J z D J 2 O , EXISTING GRADE AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES -I -1 0 WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: W EL O LL. W M MICHAEL L.MCCORMICKp) t ' ' ' ' 1 ' I 1 STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 J13� = r , r 1 r , r 1 r , r 1 r , 1 r , C) w w co = ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. p Y = N L ! -IJ L ! L J L ! L J L ! L J L ! L J L ! L J L ! L J L ! Ll L ! Ll L ! LJ ' , , " 100 S. PERSHING P.O. BOX 110 MORTON IL 61550 r' PHONE 309-263-4105 Q wCL o 2 W I=5T 511 E F_t-EVA-FION SCALE.'1/4"=1' PLANS APPROVED DATED:JAN 21,2013 M7 7717117.7 U Q p 7020 Nr5 Residential Code / International Resddential Code TABLE 8301.2(1) w CLIMATIC, AND 6EOGRAPHIG DE51ON CRITERIA Q GROUND WIND DE516N SEISMIC 50JECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN SNOW LOAD DE-510N DE516N UNDERLAYMENT HAZARDS FREEZING ANNUAL (psf) SPEED TOF06RA5HIND RHIC IAL DEBRIS HRNE IND-BO CATEGORY `THERIN6 FRD T�LHINE TERMITE TEMP.(^F) REQUIREMENT INDEX TEMP. 20 130(ult) NO NO I MILE FROM B SEVERE BOF 3 MODERATE 11 YES NO 599 51"F COAST 4 FT 13176 TO HEAVY FIRE ISLAND I. AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TI 2.DESIGN IS IN ACCORDANCE WITH AMERICAN WOOD COUINCIL (AWG) WF0M-2015 "WOOD FRAME GONSTRU I L I NO SCHEDULE (WFGM TABLE 3.1) MANUAL FOR ONE AND TWO FAMILY DWELLINGS", 2015 EDITION. 3.DESIGN LOAD CALCULATIONS: AS PER SECTION 8301.5 *TH15 SCHEDULE MEETS THE CRITERIA FOR A Z N M LIVE LOAD = 40 p.s.f. (ROOMS OTHER THAN SLEEPING ROOMS) THREE 5E-.OND WIND GUST 5PEED5 UP TO 140 M.P.H. N 30 p.s.f. (5LEEPIN6 ROOMS ) o CV 40 p.s.f. (EXTERIOR BALCONIES AND DECKS) ROOF FRAMING 10 p.s.f. (ATTICS WITHOUT STORAGE), 20 p.s.f. (ATTICS WITH LIMITED STORAGE) NUMBER OF 40 P.S.F. (HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS) JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 DEAD LOAD (OTHER THAN ROOFS) = 10 p.s.f. (ACTUAL WE16HT OF MATERIALS) DEAD LOAD FOR ROOFS: AS PER TABLR301.6 Rafter to Top Plate (Toe-Nalled) 3-6d For Rafter SNOW, WIND d SEISMIC LOADIi`1G = REFER TO CHART ABOVE. Coiling Jost to Top Plate (Toe-Nailed) 3-8d Per Joist Coiling Joist to Parallel Rafter (l=ace-Nalled) 3 PITCH: 13-16d Each Lap - Coiling Joist Laps Over Partitions (Face-Nalled) 3 PITCH: 13-16d Each Lap O Ceiling Joist to Parallel Rafter (l=ace-Nalled) 10 PITCH: 3-16d Each Lap Colling Joist Laps Over Partitions (Foto-Nalled) 10 PITCH: 3-16d Each Lap z Collar Tie to Rafter (Toe-Nailod) 3 PITCH: 5-8d Per Tle \' T _- S Collar Tie to Rafter (Toe-Nalled) 10 PITCH: 2-8d Per Tie Q } o GENERAL i V 0 1 . Blocking to Roof Rafter (NoeNailed) 2-8d Each End �j / Rim Board to Rafter (End Nailod) 2-I6d Each End �/ THE DEVON PROFE55IONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE WALL FRAMING RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, NUMBER OF JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 TECHNIQUES, SEOUENCE5 AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. Top Plate to Top Plate (Face-Natied) 2-I6d I Per Foot I. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF Top Plates at Intersections (Face-Nalled) 4-16d Joints - Each Side .�►� ms, CONSTRUCTION, A CONDITION EX157.5 WHICH D15AOREE5 WITH THE PLANS, THE CONTRACTOR Stud to Stud (Face-Nalled) 2-I6d 24" o.c. "` ' d CY SHALL STOP WORK AND NOTIFY THE DEVON PROFESSIONAL. SHOULD THE CONTRACTOR Header to Header (Face-Nalled) 16d 16" o.c. Along Edges FAIL TO FOLLOW THI5 PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL A55UME Top or Bottom Plate to Stud (End-Nalled) 2-Ibd Per Stud ALL RESPONSIBILITY dLIABILITY /RISING THEREFROM. Bottom Plate to Floor Joist,BondJoist, 2-I6d 1,2 Per Foot °' End olst or Blocking (Face-Nalled] OF ~ U 2. DESIGN PROFESSIONAL 15 NOT EN&A6ED FOR 5UPF-RV15ION IN ANY CAPACITY UNLE55 FLOOR FRAMING CORM RI.Y NOTED OTHERWISE. 1jNtAO NOH` �PDRTATION p,UTHOR�TY MTROC'OL1YAt1 tR.A t 3. HOMEOWNER AND/OR CONTRACTOR 15 RESPONSIBLE FOR ALL REQUIRED INSPECTIONS NUMBER OF -� �� `r,.LAxj? (?�p.,11.. R(��'`d � V O DURNIN6 THE COURSE OF CONSTRUCTION. JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 O F- 4. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL Joist to Sill,Top Plate or birder (Toe-Nalled) 4-8d Per Joist CODE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Bridging to Joist (Toe-Nailed) 2-8d Each End �r�-r�rr✓X`^�x` U TO SAFELY SUPPORT ALL LOADS, INGLUDIN6 DEAD LOADS, LIVE LOADS, ROOF LOADS Blocking to Joist (Toe-Nailed) 2-5d Each End ,�,��,nr�✓�"n ' W SNOW LOADS, WIND 8 SEISMIC LOADS PER CODE SECTION 8301. Blocking to 5111 or Top Plate (Toe-Nalled) 3-Ibd Each Bieck + f .� ^� p Ledger Strip to Beam (Face-Nailed) 3-Ibd Each Joist 1350 93 r��n ` 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED b INSURED ELECTRICIAN. p Joist on Ledger to Beam (Toe-Nailed) 3-5d Per Joist ,f ,rte r`+��ri y� '�-t' ---� Y "�'� ` tl` z o ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL Band Joist to Joest (End-Nailed) 3-Ibd Per Joest X30"�'. .,�'�� `�� J" � " d� O p Q FIRE UNDERWRITERS AND HAVE WORK NSPECTED BY SAME. I N4'i°3� ti �� , , f�rvt^x` r`"� s � ��`�J ij Band Joist to 5111 or To Plate (Toe-Nailed) 2-16d Per Foot kY �,u f- D 6. ALL PLUMBING WORK SHALL BE 1145TALLED BY A LICENSED 4 INSURED PLUMBER. ROOF SHEATHING "�`�' �rr^r'�^r �.t T` '� G' 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE w -..r�r _ J �y.,� � _ _ �v��x� i!` �, REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. NUMBER OF K w x-�-,,��rsx ^s. u �� = r�r1r,,✓�r. rY,� T�Y`A a 8. ALL DIMENSIONING FOR WOOD FRAMED WALL5 ARE TO THE BARE STUDS UNLESS NOTED JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 'rvr "rn n, i Pp1DAT� N OTHERWISE. Structural Panels u , l /,� 1�1,- ON p1w� 21' O 9. DO NOT SCALE DRAWINGS. Interior Zone Location 8d 6 Edge/12 Field ��p.1L�� CV 10. ALL LUMBER B PLYWOOD MUST BE GRADE STAMPED. Perimeter Zone Location 8d 6 Edge/6 Field t FIR #2 WITH A MIN. up to I' overhang Gable Endwall Rake or Rake Truss w/ 8d 6" Edge/6" Field , `ps�t Z C) 11. FLOOR, GEILIN6, ROOF JOISTS, HEADERS 8 WALL STUDS TO BE DOUG. fb=825 s.l. ,' ;'� � W � C)12. WHERE HEADERS ARE NOT SPECIFICALLY GALLED OUT ON PLANS, PROVIDE HEADERS Diaggonal Board Sheathing i ��ti � % o Lid DOOR ARCHWAY ETC. OPENINGS A5 PER THE HEADER 50HEDULE (`xb or I x8 2-8d Per Support `ti OVER ALL WINDOW, I"xl0" or Wider 3-5d Per Support -. 13. ALL HEADERS 6' OR LARGER MUST' HAVE DOUBLE SUPPORT STUDS. ' 14. ALL INTERIOR PARTITIONS TO BEA!? ON DOUBLE FLOOR JOISTS. GE(LING SHEATHING 15. ALL FLOOR OR GEILIN6 JOISTS WIJHCH ATTACH TO FLUSH HEADER5, BEAMS, OR OTHER NUMBER OF `� t �E OF' MEMBERS ARE TO BE INSTALLED PlITH JOIST HANGERS. APROX. 15'x35' INTERIOR 533 .()'V )\p,I R M JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 I t '��. $ c� F 16. 50LID BLOCKING 15 TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL i MODIFICATION EXISTING STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, sum Wallboard 5d Coolers ?" Ed a/10" Field TO REMAIN g Or g BEAMS OR OTHER MEMBERS BELOW. WALL SHEATH►NO I7. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL 1.9E SERIES (OR EQUAL). NUMBER OF ~• \ ' o OR �� kA z LAMINATED LUMBER TO BE FULL SPAN MEMBER TO LOCATIONS INDICATED ON PLANS, p NOW p� f d JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 C?�' ND yyN �n �4 NO SPLICING PERMITTED. LAMINATED LUMBER 15 NOT TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION Structural Panels ALL AROUND BEAM POCKETS. MUL.TIPLEMEMSER BEAMS TO BE FASTENED TOGETHER AS Interior Zone Location 6d 6" Edge/12" Field PER MANUFACTURER'S SPECIFICATIONS. 1 Perimeter Zone Location 8d 6" Edge/12" Field G�t� Fiberboard Panels x I NAI.EN 15. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 1/2" II ga.galy.roofing nail 3" Edge/6" Field ' 19. ALL CONCRETE WORK SHALL CONF=ORM TO THE REQUIREMENTS AND RECOMMENDATIONS 25/32" 11 ga.gale.roofing mall 3" Edge/6" Field „w 314 OF AGI-84 SPECIFICATIONS, FOR STRUCTURAL CONCRETE FOR BUILDIN65 IPTG 3500). Gypsum Wallboard 5d Coolers ?" Edge/lo" Field Hardboard 8d 6" E " f REINFORGINC STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 2 For M u FENCE 53$ 5 Particleboard Panels Bd (As Per Manufacturer) 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF Diaggonal Board Sheathing i.6' j^E5T W 2000 LBS. PER 5.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, I"xb" or I"x8" 2-8d Per Support CONTRACTOR IS TO NOTIFY DEVON PROFEE75IONAL IMMEDIATELY BEFORE PROCEEDING IWO" or Wlder 3-Sd Per Support WITH ANY MORE WORK. FLOOR 5HEATHINO 21. INSTALL HARDWIRED SMOKE DET'Ec:TOR5 IN ALL BEDROOMS 4 ONE ON EACH FLOOR LEVEL INGLUDIN6 BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. 22. KITCHENS 4 BATHS TO HAVE EXHAUST FANS AS PER N.Y.5. BUILDING CODES. JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 23. DOMESTIC, HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC,. CAVITIES TO BE Structural Panels _ INSULATED. I" or Less 6d 6" Edge/12" Field 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED CLASS. ANY DOOR OR WINDOW Greater than I" loci 6" Edge/12" Field WITH 6LA55 LE55 THAN 18" ABOVE: FLOOR, THE 6LA55 15 TO BE TEMPERED. Diaggonal Board Sheathing Z Q 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF ("x6" or I"x8" 2-8d Per Support Q WINDOW5 LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. I"xIO" or Wider I 3-8d I Per Support 7 ~ SUCH OPENIN65 SHALL NOT IMPEDI° EGRESS IN AN EMERGENCY 4 SHALL HAVE A Nailing requirements are based on wall sheathing nailed 6 Inches on-center at panel edge. B- 0 MINIMUM AREA OF 5.71 50. FT. WITH A MINIMUM HE16HT OF 24" 4 A MINIMUM WIDTH OF 20" If wag sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, �O I FL-AN ��O O WOI�K O J " nailin re uirements for structural members shall be doubled,or alternate connectors,such I WITH BOTTOM OF OPENINGS NO HIE3HER THAN 44 ABOVE FINISHED FLOOR IN ALL SGAL� ; NT.S, ABOVE GRADE STORIES. (FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 as shear plates,shall be used to maintain the load path. _j L 50. FT. OPENING) ALL HABITABLE 'SPACE5 MUST MEET THESE REOUIREMENT5. When wall sheathing Is continuous over connected members,the tabulated number of nails 1• MAINTAIN EX151-ING fIN15Hf-D INTEFIOI2 MODIFICATION 26. THE OWNER SHALL MAINTAIN EX15T'ING CELLAR OR BASEMENT AS PER INTERNATIONAL shall be permitted to be reduced to 1-16d nail per foot. 2-, MAINTAIN EX151-INGWAL-K IN DOX FEFFI6EI�AT012 - RESIDENTIAL CODE`. AND PROVIDE REQUIRED E6RES5 BEFORE UTILIZING IT AS LIVINGI` 2?. INTERIOR FINISHES A5 PER OWNERJBUILDER AGREEMENT. �, MAINTAIN EX15TING UTILITY GL05ET W W _ 4, MAINTAIN EX15-FING 12001= OVEF FOFCr r H REFLECTIVE WHITE U) _ E DEFLECTION OF 5, MAINTAIN EX15TING IFFIGATION WA-FEF F UMF W Q V o ALLOWABL L HEADER SCHEDULE REFLECTIVE FANTONE # 05 Q L STRUCTURAL MEMBERS ALL MATERIAL FOR WOOD FRAMING TO C'5 Q >- (PER TABLE R301"1' OF IRC) HAVE A MINIMUM fb OF 625 P.ai. THE CONSTRUCTION TYFE ALLOWABLE NOMINAL LUMBER SIZE: SPANS: �-+C N , STRUCTURAL MEMBER DEFLECTION C L ASS I F I L AT I O N OF THE � W � � RAFTERS HAVING SLOPES GREATER THAN L/180 (2)2X8 UP TO 4'-0" a M Lo a) A 5 PITCH WITH NO FINISHED CEILINGS (2,1 2XIO 4'-0"TO 6'-0" STRUCTURE UNDER I BG - N N •= ATTACHED TO RAFTERS (2,) 2X12 6'-0"TO 8'-0" L •� W ^ Q- INTERIOR WALLS < PARTITIONS WI80 (2) 13/4"XII 1/4"LVL 8'-0"TO 10'-0" SEDT)ON 622 POSTS SHALL BE 4X4(NOMINAL) FLOORS L/360 NOTE: ALL SIZES GALLED OUT ON ANY OF 6" DIAMETE �1 = O M @C r)GEILIN65 WITH BRIITLE FINISHES L/360 THE FOLLOWING DRAWIN6 ^ 5 WILL SUPERGEDE A.w 2 � � � O � ALL OTHER 5T2UCTURAL MEMBERS L/24 THIS SCHEDULE. EXTERIOR WALLS: WITH PLASTER H/560 Z 0 N OR STUCCO FINISH _ z F. EXTERIOR WALLS: WIND LOADS WITH H/240 Q = X .- OTHER BRITTLE FINISHES W 1" .0 M L EXTERIOR WALLS, WIND LOADS WITH L/120 (� FLEXIBLE FINISHES cu � a w EXTERIOR HALLS. HIND LOADS WITH L/160 FLEXIBLE FINISHES,INTERIOR GYPSUM J BOARD FIN15H �� LINTELS 5UPPORTIN6 MA50NRY HALL5 L/600 =V FLEXIBLE FINISHES NOTEL : SPAN LENGTH H - SPAN HEIGHT Q U QD N mz O TOP PLATE SPLICE REQU 11zEMENTS �0 (WFGM TABLE 5.21) a BUILDING MINIMUM SPLICE U)J Q DIMENSION (FTJ: LENGTH (F7•J: Y 16 6 STROKE -- ?r;�T V Q 20 8 ___ _ 24 10 ■ ■ W AUG 2 3 2022 I � 32 I3 z BUILDING planning Southold-I'o>vrn Planning_ W 56 14 STANDARDS AND CODES MAINTAIN LEGALIZATION NATES � }z O M 40 I6 DESIGNATION FOR STRUCTURAL /f co 0 50 ,'4 COMPONENTS THAT ARE OF THESE DRAWINGS ARE TO MAINTAIN / LEGALIZE EXISTING CONDITIONS AS BEST THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF o J z 0 J Z 0 60 AS BUILT, INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES J 'J O .i0 1128 TRUSS TYPE GONSTRUGTI ON COULD BE DETERMIi•,,ED BY A VISUAL AND NON-INVASIVE WALL INSPECTiON, WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: r, W EL 0 � W r ai "F" FLOOR FRAMING, INCLUDING L; Z } = cin vzi = 80 :32 MICHAEL L.McCORMICK 0) J Z) p' � GIRDERS AND BEAMS g 1. TABULATED SPLICE LENGTHS TOP PLATE TO TOP „ „ STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 >' PLATE CONNECTION SHALL NOT HAVE MORE THAN R ROOF FRAMING CONCEALED AREAS ARE ASSIRIED TO BE CONSTRUCTED AS PER ACCEPTED 6 >- W o 2-I6d NAILS PER 6 INCHES "FR" FLOOR AND ROOF FRAMING CONSTRUCTION JYIETHODS AND PRACTICES. ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. O U = r 2. TABULATED SPLICE LENGTHS A55UME A BUILDIN6 100 S.PERSHING P.O.BOX 110 MORTON IL 61550 r- O N LOCATED IN EXP05LRE B OR G 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE SAMPLE - TITLE 1� N'1'CRR PART 1265.4 PHONE 309-263-0105 a Q L a O MATERIAL INFORVATION IS BASED ON PHYSICAL Q ? Z PLACE ENOI VEERED WOOD FLACARD ON L VISIHLE E��DEJdI^E & OR ADJACENT TO ELEGTRI GAL METER 30X. INFORVATiON OBTAINED FRO., HC�EO`c'I PLANS APPROVED DATED:JAN 21,2013 �' ►r ' dEP, OR COVTRACTuR. Q 0 0 . . N Q 0 ZN M +. O � CV 0 W O z U) 90'-o" Q I 15'-0" 21'-10" 53'-2" 6" 6" - - - - - - - - - - - - - - - - - - - - m EXISTING BARN DOOR a AS PER ORIGINAL APPROVED PLANS DATED 1-21-13 EXISTING R-21 BATT INSULATION , _ EXISTING CEILIN MOUNTED EXISTING WALL CONSTRUCTION ' GAS HEATER BY "SPACE-RAY' ZO INSTALLED PER MANUFACTURE SPEC 2x6 STUD FRAMING WITH o 2x4 NAILERS ON EACH SIDE ,' a ' FLUROFLEX 1000 HI-RIB STEEL I AS PER REVISED PLANS DATED ' C v EXISTING CEILING MOUNTED I � 3; 0 EXISTING ROOF CONSTRUCTION 5-8-13 GAS HEATER BY "REZNOR" '-,,j w m AS PER REVISED PLANS DATED INSTALLED PER MANUFACTURE SPEC 3 5-8-13 ' O o i , SQ ' : O i w x0~ i W R-30 BATT INSULATION o rf XI 5T I N 6 N z ' 3% DAM N EXISTING BARN DOOR � O v~i o w EXISTING SLAB 6" P.C. ON 4" AS PER ORIGINAL APPROVED PLANS N w_, COMPACTED BASE PER ORIGINAL DATED 1-21-13 co O ' APPROVED PLANS ; Z ' DATED 1-21-13 4 u') S.D. EXISTING R-21 BATT INSULATION EXISTING ACCESS SCUTTLE ELECTRIC ��pt�UTILITY PANEL 35'-4" 7'-9" 27'-7" 24'-0" P " PLYWOOD ABOVE CEILING JOIST co cD c0 M 3 -I w� EXISTING 57" CLEAR ATTIC STORAGE ABOVE w OFFICE FRAMING EXISTING WALL CONSTRUC ION ' IRRIGATION WELL 2x6 STUD FRAMING WITH R-30 BATT INSULATION EXISTING SLIDING EXISTING 14'0 CEILING HT. ' EXISTING WALK-IN DOOR L - _ NAGE O EXISTING 36x80 STOVE CHIMNEY I I THROUGH ROOF EX o U1'rl� INSULATED DOOR m A.C. UL LISTED A218 zi FAN R-21 BATT INSULATION ACCESS SCUTTLE MM 7'-5" EXISTING IN 5" WALL PANEL cn ' ' OF WALK-IN STYLE REFRIGERATOR �o EXISTING EYE LASH ROOF OVER X15TINC� EXISTING WOOD APROX. 24 x 17 X 12' HT. DOOR OPENING AS PER ORIGINAL BURNING STOVE INSTALLED AS PER MANUFACTURE APPROVED PLANS ' , x0(NO ST0KAG , �'-' :.'•i SPEC. r� DATED 1-21-13 ' Mz I EXISTINGXISTINC� ® ' 36" HT COUNTER 1. x z 0 EXISTING 0 01` I� XI�TINGDOOR I �J\J - w ' Z Lf)z , o 522 SO. FT. II I O 8'-2" CEILING HT. - W AI__� IN ' J EXISTING EXISTING z `r 0.. S` XVINYL PLANK FLOORING SPLIT TYPE A.C. BRICK HEARTH o 220V/60 HzJ , O V x® m 18,000 BT MoD O r O N w EXISTING MODEL ASUI8RL N= z , LL DOOR BY FUJITSU cv GYP BOARD CEILING04 /EXISTING x ® m INSULATED ' EXISTING INTERIOR WALL w 0 CEILING PANEL >v }' X151- NCS CONSTRUCTION �, I 2x4 STUD FRAMING WITH S D EXISTING 36x80 5T I/U 1-r_ J" GYP BOARD EACH SIDE INSULATED 4 GLASS DOOR - - - Lo to 7'-5" 27'-1" - -' z LLJ M v) (D N N C EXISTING 66x62 r EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 (a = ti 0) Oc DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG M +' Zo EXISTING R-21 BATT INSULATION J •� (n M p O �- o a EXISTING 36x80 d E XI 5T I NCS EXISTING WALL CONSTRUCTION E X15T IN �� O Z 0 m ,r INSULATED GLASS DOOR 0 2x4 NAI1LDERS ONNEA EACH SIDE m N o � 0 ,0, O G FLUROFLEX 1000 HI-RIB STEEL '0' FloFort W cc AS PER ORIGINAL APPROVED PLANS EXISTING TO REMAIN _I W ~ -•- u W AS PER REVISED PLANS DATED o t DATED 1-21-13 cu o � 5-8-13 � � 3'-10" 7'-11" cj13'-9" 39'-2" 13'-9" 7'-11" X a') — O w I (n (n co W cu E3 a EX (2) 2x6 HEADER n EX (2) 2x6 HEADER 9 r, EX (2) 2x6 HEADER EX 2) 2x6 HEADERz 0 Z mz O N 10'-0" 10'-0" 10'-0" VARRIES VARRIES VARRIES VARRIES VARRIES 10'-0" a J m } 29'-11" 56'-3" ¢w W EXISTING BARN FOOTING PLAN AS PER ORIGINAL APPROVED PLANS DATED 1 - 21 - 13 u� AUG 2 3 2.022 i Southold Town W 4 Planning Board Z z M MAINTAIN / LEGALIZATION NOTES _ 0 THESE DRAWINGS ARE TO I1AINTAIN LEGALIZE EXISTINty- CONDITIONS AS BEST THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF O -� Z II J Z � r 1+ AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES � J O 0 0 W CV �00 � � i� _ i , �Gl� Of wol� � COULD HE DETERklINED BY A VISUAL AND NON-IN ASK QL INSPECTION, WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: i W d = � _ SGAL 1/� i -O L; F- v, MICHAEL L.McCORMICK 0 J S p" 1, MAIN-FAIN EXISTINC� 1`IN151�I�1� INTEI?IOI; NOUII=IGATION � STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 2, MAINTAIN F_XI5TINGWALr IN DOX FEF:F16flI ATOF CONCEALED AKA,S ARE ASSUI+IED TO HE CONSTRUCTED AS PER ACCEPTED oo w w � _ 3, MAINTAIN r-XI5TING UTILITY GL05ff CCI'ISTRUGTION METHODS AND PRACTICES. ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP, P.C. O Y I" 100 S.PERSHING P.O. BOX 110 MORTON IL 61550 T U p 1 4, MAINTAIN CXI5TIN6 FOOT OV11F FOf�Cfl PHONE 309-263-4105 z Q U) z 5, MAINTAIN IfX15TING I17FIGA-FION WATff FUN Q. z � o � I'�lFOP,I��,�T1�,:P! IS BASED ONPHYSi;,AL NGPJ-(I�db'AS1VE VISIBLE E�'I,aENCE ��: PLANS APPROVED DATED:JAN 21,2013 !"JFI)RI,$-ATIC'I+! OBTAINED FROM HO%IEO�,"dER OR CONTACTOR. � W o 0 Q o EXISTING COUPLA EXISTING CONTINOUS RIDGE VENT r' o 14IW- 1 , METAL ROOF 1 � , 1 EX WOOD TRUSS ' 0 7'-6" O.C. , 1 PER ORIGINAL APPROVED PLANS ' DATED 1-21-13 ' IF 2 N M I I 1 I v N I I 1 N EXI INCA 1 TTU 5 o 11 w I 1 O z I I N fA EXISTING WALL CONSTRUCTION R-30 BATT INSULATION Q 2x6 STUD FRAMING WITH EXISTING 14'0" CEILING HT. I I 1 2x4 NAILERS ON EACH SIDE ; ; TTIO FLUROFLEX 1000 HI-RIB STEEL 1 1 AS PER ORIGINAL APPROVED PLANS EXISTING CEILING CONSTRUCTION " PLYWOOD DATED 1-21-13 2x12 CEILING JOIST 0 126" O.C. m' WITH R-30 BATT INSULATION a X15TINC� EXISTING GYP BOARD CEILING q � N STOVE CHIMNEY R-21 BATT INSULATION & WALLSAl� v ~ ROOF EXIE nNG EXI ING EXISTING SLAB 6" P.C. ON 4" ULROUGH LISTED A2118 t I BRICKEXISTING VENEER XISTINC� Z COMPACTED BASE PER ORIGINAL - O X15TINC� N001� APPROVED PLANS EXISTING WOOD I a DATED 1-21-13 EXISTING WALL CONSTRUCTION BURNING STOVE PER ORIGINAL APPROVED U 2x6 STUD FRAMING WITH Of F IO PLANS DATED 1-21-13 co co EX R-21 BATT INSULATION EXISTING R-21 BATT INSULATION D m� FAN 6' SLAB BRICK HEARTH Z p VINYL PLANK - EXISTING GRADE , .,:. ; . EXISTING GRADE - EXISTING GRADE , ....:. •. • . 1. ....'.. .4'.. :� ',• ' ' 1 ... .... ... .... . ol LI- I4" COMPACTED FILL N O 1 1 i I N TYPICAL EXISTING FOOTING ® EACH STRUCTURAL L ti , r L y -, r L K � r L Y � r ti � r r 1 � r � r L YI '�-POST AS PER ORIGINAL APPROVED PLANS , 1 , , ; ; ; O pp L L 2J L L 2 J L L 2 J L L 1 J L 1 J L 1 J L 1 J L L J DATED 1-21-13 L L 1 J l ' 1 J Z `O� _I N O FT tt 511DE E E>—EZ IST I O N SCALE-1/8"=1' 5 r—OT I O N A—A SCALE-1/8"=1' �� OF EXaVING COUPLA _ COSTING COUPLA EXISTNOU G CPLA C, .�,tFc M i ^ C \v/ x\v/ \v/ 1111 V x YA 1 'I I 1 z & m - �• `.` - Ger I I a N F14 Y14 FA, s \ \V/ nN ARN DOOR S -1 B TT AS PER ORIGINAL APPROVED PLANS A$PER ORIgNAL APPROVED PLANS '^ ATED -1-i DA i-21-T3 VJ 111111 Z O EXISTING GRADE EXISTING GRAD EXISTING GRADE I 1 I 1 I I I 1 1 1 I II II 1I 1 I 1 I w 1 I 1 1 1 1 1 1 1 I 1 1 I I I 1 I 1 1 I 1 I I I 1 1 I 1 I I 1 I I 1 1 1 I I 1 1 1 1 1 I I 1 1 I 1 1 I 1 1 I 1 1 I 1 1 1 1 1 I I I 1 1 I 1 1 _ 1 1 I I I I 1 I 1 1 I 1 1 1 1 ,1 ' 11 ' ,1 I, 11 II 11 II II 11 11 11II 1, „ I1' I1' 11' I1'1 11'I ,J'1 11'I ,J i l I'11 1'LI �)LI I1' Li I1'I I1'I �)LI �'11 �'LI CD Z U CD E A5T 511D E r—t—EV AT I O N SCALE-1/8"=IF 5O UT H 51 D E. F—f—E/AT I O N SCALE-MY'=P Z NO VISIBLE CHANGE IN THIS ELEVAT/SN NO WS&LE CHANGE IN THIS ELEVATION o EXISTING COUPLA EXISTING COUPLA U 2 � JQ } W y, W N LO L z a M � a� N N C 1 1 c: � c .0 I �� 2 1 1 I I a w � M •i•+ 1 1 1 W � ^ Q � ce) V 1 1 W 1 i O N Z O 1 1 j7;�„�' Tqq" /•'.,.rgy'"•+e LTL �J ' 1 I0.+.,•�'.d..A L,..7.l. ? m«[. Q� 5 y II G 1 - ----- ---I I Q C >C _ 1 1 '1 CL W I 1 `Bout',IoVd--i-own cu I ' Planning Board -j �1:kI 11 11 11 11 11 H 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 11 11 11 11 11 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 lu� 1� _ N co w MAINTAIN LEGALIZATION N 0 T E'S z C-) THESE D ��",Irdr;S ARE TO VAll',JTAIN / LECAUZE EXISTING COUTIONS, AS BEST m z O N COULD BE EIETERk!INED BY A VISUAL AND NGI'I-i!dVASIVE WALL INSPECTION, !�j a —� M >- CD CONCEALED AREAS A-RE ASSUMED TO BE CONSTIRUCTED AS PER ACCEPTED Q w w M'ISTFUCTION METHODS AND PRACTICES. Y 5'-F6- INFORMATIDN IS BASED ON PHYSICAL WON—P-WASIV'E VISIBLE UDENCE & cl ItIFCIRMATION OBTAINED FROV HOVEOi'TNER OR CTMA^TGR. I i 1 1 owo o11 11 W �7- (� EXISTING EXISTING EXISTING EXISTING EXISTING EXfSTING EXISTING EXISTIN EXISTING EXISTING Q I NOTE: CD i Z 'o, �0 I ILE THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF 0 -j Z - 2 I EXISTING GRADE EXISTING GRADE AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES W Q -j � M I I 1 I I I I 1 WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: I = MICHAEL L. McCORMICK J F- p' STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 (. �, � N O J , ' 1 ' I ' 1 ' 1 ' 1 ( , ' I ' 1 ' 1 L1� Q r L -ri r1rI r1rI r � rI r1rI r � r � r1r � r1rI r1r � r1rI r1rn rL -, � Q W w (n = 1 , , ' , 1 I , 1 ' I I 1 ' I , 1 ' , I 1 ' I , ' , , , ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP, P.C. C) Y I--' O 100 S. PERSHING P.O. BOX 110 MORTON IL 61550 r LIL J L L J L L J L L J L L J L L J L L J L L J L 1 J •• Q • PHONE 309-263-4105 oZ coLL p Q (� 2 Q. 2 Gi Q) W 1=5T 51T� �- / T I O N SCALE.'1/4"=1' PLANS APPROVED DATED:JAN 21,2013 a 0 pa qwq�. lip .2020 NK6 Residential Code / International Residential Code TABLE R301.2(I) w CLIMATIC, AND 6E06RAPHIC DE516N CRITERIA Q C) GROUND WIND DESIGN SEISMIC 50JECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN SNOW LOAD "- DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL (psf) SPEED TOmfh) EFO&V%5 IC WIND R OIIAL DHlNofORNE EBRI ONE CATEGORY WEATHERING FROST DINE TERMITE TEMP ("F) REQUIREMENT INDEX TEMP. 20 130(Ult) NO NO I MILE FROM B SEVERE BOF 3 MODERATE II YES ND 544 516F GST 4 FIREE ISLAND FT BFC, TO HEAVY I. AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TI 2.DE51GN 15 IN ACCORDANCE WITH AMERICAN WOOD COUINCIL (AWG) WFGM-2015 "WOOD FRAME 11N111TqAILINO 5GHED1)LE (WFGM TABLE 3.1) MANUAL FOR ONE AND TWO FAMILY DWELLINGS", 2015 EDITION. 1 5.DES16N LOAD CALCULATIONS: A5 PER SECTION 8301.5 *THIS SCHEDULE MEETS THE CRITERIA FOR A 2° CV M LIVE LOAD = 40 p.s.f. (ROOMS OTHER THAN SLEEPING ROOMS) THREE SECOND WIND GUST SPEEDS UP TO 140 M.P.H. o 30 p.s.f. (5LEEPIN6 ROOMS ) N 40p.s.f. (t!XTERIOR BALCONIES AND DECKS) ROOF FRAMING of of 10 p.s.f, (ATTICS WITHOUT STORAGE), 20 p.s.f. (ATTICS WITH LIMITED STORA6E) NUMBER OF 40 P.5.F. (HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS) JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 DEAD LOAD (OTHER THAN ROOFS) = 10 p.s.f. (ACTUAL WE16HT OF MATERIALS) DEAD LOAD FOR ROOFS: A5 PER TABLE R301.6 Rafter to Top Plate (Toe-Nalled) 3-bd Per Rafter CO SNOW, WIND 4 SEISMIC, LOADING = REFER TO CHART ABOVE. Ceiling Joist to Top Plate (Toe-Nolled) 3-Bd Per Joist W Ceiling Joist to Parallel Rafter (Face-Nailed) 3 PITCH: 13-I6d Each Lap �- Calling Joist Laps Over Partitions (Face-Nolled) 3 PITCH: 13-I6d Each Lap Gelling Joist to Parallel Rafter (Face-Nailed) 10 PITCH: 3-Ibd Each Lap O Galling Joist Laps Over Partitions (Foca-Nailed) 10 PITCH: 3-I6d Each Lap z Collar Tic to Rafter (Toe-Nolled) 3 PITCH, 5-&d Per Tie Collar Tie to Rafter (Too-Nailed) 10 PITCH: 2-Bd Per Tie Cwn' GENERA N O T E S " Blocking to Roof Rafter (Toe-Nolled) 2-5d Each End Q Rim Board to Rafter (End Nalled) 2-I6d Each End WALL FRAMING THE DESIGN PROFESSIONAL WILL. NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE NUMBER OF RESPONSIBLE FOR THE WORK FU LATIN6 TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 TECHNIQUES, SECUENCES AND PR:06RAM5 FOR THE CONTRACTOR TO PERFORM HIS WORK. Top Plate to Top Plate (Face-Nolled) 2-I6d 1 Per Foot r, I. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF Top Plates at Intersections (Face-Nolled) 4-I6d Joints - Each Side CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTOR Stud to Stud (Face-Nolled) 2-I6d 24" ox- SHALL STOP WORK AND NOTIFY THE DE516N PROFE55IONAL. SHOULD THE CONTRACTOR Header to Header (Face-Nalled) Ibd ib" oz. Along Edges FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME Top or Bottom Plate to Stud (End-Nallad) 2-I6d Per Stud G Bottom Plate to Floor Joist,Band olst, 2-I6d 42 Per Foot t F- ALL RESPONSIBILITY 4 LIABILITY ARISING THEREFROM. dvOF U 2. DESIGN PROFESSIONAL 15 NOT ENC FOR SUPERVISION IN ANY CAPACITY UNLESS Endjoist or Blocking (Face-Matte O� FORMER':' NOTED OTHERWISE. FLOOR FRAMING �AN17 NOYkpp�TAT10N AUTNOR�N 3. HOMEOWNER AND/OR CONTRACTOR 15 RESPONSIBLE FOR ALL REQUIRED INSPECTION5 NUMBER OF TRDC�OI iL j•OA O Z DURNIN6 THE COURSE OF CONSTRUCTION. JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 �E' Lt�Nv 1raLf�ND 4. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIALn GODS. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Joist Bridginn 2 Sill,Top Plate or Girder (Toe-Nestled) 4-.ad Per Joist g to Joist (Toe-Nalied) -bd Each End TO 5AFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOAD5 SlockIng to Joist (Toe-Nailed) 2-bd Each End W m SNOW LOADS, WIND 4 SEISMIC LOADS PER CODE SECTION 8301. Blocking to Sill or Top Plate (Toe-Nolled) 3-Ibd Each Block t c • ,�nr� � 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED 4 INSURED ELECTRICIAN. Ledger Strip to Beam (Face-Nailed) 3-I6d Each Joist 1350.93 �r��ri Z Joist on Ledger to Beam (Toe-Natlad) 3-bd Per Joist ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL g ®++ Q Band Joist to Joist (End-Nailed) 3-I6d Per Joist O O FIRE UNDERWRITERS AND HAVE WORK NSPECTED BY SAME. 1441 3� !`��^r� b. ALL PLUMBING WORK SHALL BE INSTALLED BY A LICENSED 4 INSURED PLUMBER. Sand Joist to 5111 or To Plate (Toe-Nailed) 2-Ibd i Per Foot ~ �` - N "Y. APPLY FIRE PROOF GAULKINS AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE ROOF SHEATHINGS REQUIRED ON DOORS, WINDOWS AND ANY OTHER ADPL►GABLE LOCATIONS PER CODE. --- ti+ ' . MQ, ~ NUMBER OF -x--' x"_ -'L. �n ` �` �� war.,r�..rte. rte.r�.Q� T� D �j ' `! N b. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 x,�,a , r- 'r""` a� -"�` �, I p�DP�� +(t� �.xw ' " A 21, N OTHE"q. DD NOT 1SE.SGALE DRAWINGS. Structural Panels y t` ,t D't Dl R� Interior Zone Location ad 6" Edge/12" Field , " �. j 11.'E CV 10. ALL LUMBER 4 PLYWOOD MUST BE GRADE STAMPED. Perimeter Zone Location ad b" Edge/b" Field r i 7 '`��'` ' 11. FLOOR, GEILIN6, ROOF JOISTS, HEADERS 4 WALL STUDS TO BE DOU0 c6 G. FIR #2 WITH A MIN. Gable Endwall Rake or Rake Truss w/ ad b" Edge/b" Field t}n� 0 Z W O fb=825 P.S.I. up to I' overhang Sheathing onal Board 12. WHERE HEADERS ARE NOT SPECIFICALLY GALLED OUT ON PLANS, PROVIDE HEADERS Dia 9 n9 OVER ALL WINDOW, DOOR, AIRCHWAY ETC. OPENIN65 AS PER THE HEADER SCHEDULE I"xb" or I"xb" 2-bd Per Support 13. ALL HEADERS b' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. I"x10" or Wider 3-5d Per Support \ 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. GE I L I NO SHEATHING � 15. ALL FLOOR OR GEILIN6 JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHE3""R '� `�\ 3� i Y NUMBER OF �� MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 APROX. 15'x35' INTERIOR + 3$0��, 16. SOLID BLOCKING 15 TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL MODIFICATION EXI5TIN6 Zi,STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, sum Wallboard 5d Coolers T" Ed a/10" Field TO REMAIN Q - O J BEAMS, OR OTHER MEMBERS BELOW. WALL SHEATHING ' U� ' P. 1-1. LAMINATED LUMBER TO BE TiRUS JOIST MICROLLAM LVL IAE SERIES (OR EQUAL). NUMBER OF `\ `�. �` 0FZ-FOAM N�L� LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, QW F z JOINT DE50RIPTION COMMON NAiLS NAIL SPAGIN6 �``� W 1� Yy�1 O O NO SPLICING PERMITTED. LAMINATED LUMBER 15 NOT TO COME INTO CONTACT WITH < < P LP TO i Structural Panels CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION " c/12" Field Ed o ALL AROUND BEAM POCKETS:. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER A5 Interior Zone Location ad bEdec/12" Perimeter Zone Location ad b' Edge/12 Field PER MANUFACTURER'S SPEC,IFICATIONS• I Fiberboard Panels Ib. ALL 5KYLI6HT OPENINC75 ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 1/2" 11 ga.9421v.roofing mall 3" Edge/b" Field ' Iq. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS 25/32" II go.galy.roofing nail 3" Edge/b" Field 1 � I „ '314• - 6 sum Wallboard 5d Coolers 7" Ed a/10" Field g r + LiCc ' T. OF AGI-54 SPECIFICATION5 F-'OR STRUCTURAL CONCRETE FOR BUILDINGS (P'C 3500). yP 9 x o5$ 00 Q REINFORCING STEEL SHALL CONFORM TO ASTM A&15 GRADE 60. Hardboard ad b" Edge/12" Field 2 Particleboard Panels Bd (As Per Manufacturer) FEN�'E S 20. ALL FOOTIN65 TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF Diagonal Board Sheathing i.b' NEST a 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, I"x6" or I"xb" 2-bd Per Support CONTRACTOR IS TO NOTIFY DE516N PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING I"xl0" or Wider 3-Bd Per Support WITH ANY MORE WORK. FLOOR SHEATHING 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS 4 ONE ON EACH FLOOR LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. I 22. KITCHENS 4 BATHS TO HAVE EXHAUST FANS A5 PER N.Y.S. BUILDING COVE5. JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 23. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE Structural Panels INSULATED. I"or Less ad b" Edge/12" Field 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED 6LASS. ANY DOOR OR WINDOW Greater than I" Iod b" Edge/12" Field I, WITH 61-AS5 LE55 THAN Ib" ABOVE FLOOR, THE 6LASS 15 TO BE TEMPERED. Diagonal Board Sheathing 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF I"xb" or I"xb" 2-6d Per Support Z Q WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. 1"xl0" or Wider 3-Bd I Per Support g F- SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY 4 SHALL HAVE A Nalling requirements are based on wall sheathing nailed b Inches on-center at panel edge. a MINIMUM AREA OF 5.'1 50. FT.. WITH A MINIMUM HE16HT OF 24" 4 A MINIMUM WIDTH OF 20" If waft sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, � �O (I � I �� I ��O�� Off wol� � 0 L-ABOVE GRADE STORIES. (FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL nailing rectuirements for structural members shall be doubled, or alternate connectors,such 1-- ' V ~ -J as shear plates, shall be used to maintain the load path. SGf��E ; NT,S: MAN-FAIN EXIST)N6 �IN15f1ED INTEi210� 170D11'1 � 5C. FT. OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. When wall sheathing is continuous over connected members,the tabulated number of malls i, GftTION a :3 (C) 26. THE OWNER SHALL MAINTAIN EXI5TIN6 CELLAR OR BASEMENT AS PER INTERNATIONAL shall be permitted to be reduced to I-Ibd nail per foot. Z, i` AN-FAN EXI5TIN6 WAt-K IN i')OX F RESIDENTIAL CODE AND PROVIDE REQUIRED E61RE55 BEFORE UTILIZING IT AS LIVING LIJ 27. INTERIOR FINISHES A5 PER OWNER/BUILDER AGREEMENT. n: MAIN-FAIN EXI5TIN6 UTILCI-1' OL05ET WW N r- REFLEGTI\/E WHITE 4: MAINTAIN EXI5TIN6 X001` 0\/EF FOf�Ot1 (D _ ALLOWABLE DEFLECTION OF 5, MAINTAN EXI5TIN6 I1��I6ATION WAFEF\ FUME J L U -� HEADER 5GHEDULE REFLECTI�IE PANTONE # 187 I- a L 0 57RU07URAL MEMBERS ALL MATERIAL FOR WOOD FRAMING TO (PER TABLE R3011 OF IRC) HAVE A MINIMUM fb OF 625 P.S.I. THE CONSTRUCTION TYPE ALLOWABLE NOMINAL LUMBER SIZE: SPANS-. a) STRUCTURAL MEMBER DEFLECTION GLASS F I GATT ON OF THE 06 N `s' (10 LO c RAFTERS HAVING SLOPES GREATER THAN L/160 (2)2X8 UP TO 4'-0" Z a M Lo N A s PITCH WITH NO FINISHED CEILINGS (2)2X10 W-0-1TO b'-O" STRUCTURE UNDER I E3C ^ _ N N •� ATTACHED TO RAFTERS (2)2X12 b'-O"TO b'-O" INTERIOR WALLS t PARTITIONS }{/IgO (2) 1 5/4"X11 1/4" LVL 6'-0" TO 10'-0" SECTION CO2 �_ C ti ao 0 POSTS SHALL BE 4X4(NOMINAL) ' D I AME TE "L '/ ^ Q NOTE: ALL SIZES GALLED OUT ON ANY OF n' ) CEILINGS WITH BRITTLE FINISHES L/360 ^W, _ W CO �� FLOORS L/360 6 ) THE FOLLOWING DRAWIN65 WILL SUPERCEDE W C (p Cr ALL OTHER STRUCTURAL MEMBERS L/240 THI5 SCHEDULE. L- # EXTERIOR WALLS. WITH PLASTER H/360 - 0 Z 0 p OR STUCCO FINISH Q _ ZEXTERIOR KALLS. OTHER BRITTLE FINISHES WITH H/240 W ^ O m .0 EXTERIOR IN FINISHES LOADS WITH L/120 a u- W FLEX EXTERIOR WALLS: WIND LOADS WITH L/160 cu FLEXIBLE FINISHES, INTERIOR GYPSUM BOARD FINISH LINTELS SUPPORTING MASONRY WALLS L/600 =v FLEXIBLE FINISHES NOTE:L ■ SPAN LENGTH W -, C H = SPAN HEIGHT U r Qo C N TOP PLATE 5PL I GE REQU I REMENT5 m O J ( CL WFGM TABLE 5.21) �N BUILDIN6 MINIMUM SPLICE vQ J DIMENSION (FT): LEN6'1'H (FT): Ib 6 STROKE D S Q 20 b ° U 10 ■ ■ JUN W 24 I u tS j j.I t' p 2b II (n BU11_DING,IDEPT. 32 13 z BUILDING TOWN OFSOUTHOLD 36 14 Z STANDARDS AND CODES Z M 4Oo DESIGNATION FOR STRUCTURAL MAINTAIN / LEGALIZATION NOTES g �- o 50 O COMPONENTS THAT ARE OF THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE,IT IS FOR ILLUSTRATION OF O J � J 2 b0 24 THESE DRAt'-1NGS ARE TO }MAINTAIN / LEGALIZE EXISTING CONDITIONS AS BEST NOTE. O Z 3 TRUSS TYPE CONSTRUGTI ON AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES O J J O0 'a 'TO 28 COULD BE DETERNit`'EO BY A VISU d,L AND ICON-INVASIVE WALL INSPECTION, WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: r W n LL- 0) L W r C b0 32 "F" FLOOR FRAMING, INCLUDING Ln Z = � ca GIRDERS AND BEAMS MICHAEL L. McCORMICK Q -j ~ 1. TABULATED SPLICE LENGTHS TOF' PLATE TO TOP "R" ROOF FRAMING STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 J (y 0 > PLATE CONNECTION SHALL NOT HA`✓E MORE THAN CONCEALED AREAS ARE ASSUMED TO BE CONSTRUCTED AS PER ACCEPTED o >- W oz 2-I6d NAILS PER b INCHES "FR° FLOOR AND ROOF FRAMINGO W 2. TABULATED SPLICE LENGTHS ASSUME A BUILDIN6 CONSTRUCTION METHODS AND PRACTICES. ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP, P.C. O w LOCATED IN EXPOSURE B OR G 100 S. PERSHING P.O. BOX 110 MORTON IL 61550 �,f PHONE 309-263-4105 O iii Q U) p , 3. TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE SA I'IFLE - TITLE I 1 fi NYGRR PART 1265.4 Z Q (0 U- z ~ MATERIALPLACE ENO I NEERED WOOD PLAGARD ON INFORMATION IS BASED %,I PHYSICAL NON-INVASIVE VISiRE EVIDENCE I& Q z � z i OR ADJACENT TO ELEGTRI GAL METER BOX. INFORMATION OBTAINED FROV HOVEOt'�"' PLANS APPROVED DATED:JAN 21,2013 g JER OR CONTRACTOR. X W o o Q IQ+ U Q ~ O w d 0 2 N M U � N 0 W 0 Z U) 9O'-0" Q 15'-0" 21'-10" 53'-2" 6" 6" m� L EXISTING BARN DOOR ) AS PER ORIGINAL APPROVED PLANS DATED 1-21-13 EXISTING R-21 BATT INSULATION - - - I _ EXISTING CEILINb MOUNTED z EXISTING WALL CONSTRUCTION GAS HEATER BY SPACE-RAY' 2x6 STUD FRAMING WITH O o I INSTALLED PER MANUFACTURE SPEC 2x4 NAILERS ON EACH SIDE a I ' FLUROFLEX 1000 HI-RIB STEEL EXISTING CEILING MOUNTED N S, I I AS PER REVISED PLANS DATED ° ' � o EXISTING ROOF CONSTRUCTION 5-8-13 GAS HEATER BY "REZNOR" `` iv p m AS PER REVISED PLANS DATED 5-8-13 INSTALLED PER MANUFACTURE SPEC Z 2 Q I O o U) v ' L_j ' I D o 0 3: x0 I Mz R-30 BATT INSULATION � I X15TINC� ' N {� I N z 0 � � 3 � ) V Al�I EXISTING BARN DOOR � 0 5<-o w EXISTING SLAB 6 P.C. ON 4" AS PER ORIGINAL APPROVED PLANS N COMPACTED BASE PER ORIGINAL DATED 1-21-13 O OD w V) ' -; APPROVED PLANS ' z O DATED 1-21-13 ¢o L6 I I EXISTING R-21 BATT INSULATION is �\ EXISTING C 1 ACCESS SCUTTLE ELECTRIC UTILITY PANEL 35'-4" BPI I 7'-9" 27'-7" 24'-0" _ PLYWOOD ABOVE CEILING JOIST Q x '"t J EXISTING 57" CLEAR ATTIC STORAGE ABOVE L ' zz IRRIGATION WELL OFFICE FRAMING EXISTING WALL CONSTRUC ION , r ae.r ' - - - - - - ' 2x6 STUD FRAMING WITH R-30 BATT INSULATION EXISTING SLIDING EXISTING 14'0" CEILING HT. EIS/ I5-rI r EXISTING WALK-IN DOOR J �} O ! I rn EXISTING 36x80 STOVE CHIMNEY ` - - - - - - I ¢ <<CEhScO EX O U,r I I-I I INSULATED DOOR THROUGH ROOF _ A.C. O UL LISTED A218 FAN I R-21 BATT INSULATION ACCESS SCUTTLE I l. I 7'-5" EXISTING INSULATED 5" WALL PANEL N C.3 EXISTING WOOD OF WALK-IN STYLE REFRIGERATOR :) o EXISTING EYE LASH ROOF OVER BURNING STOVE APROX. 24 x 17 X 12' HT. DOOR OPENING AS PER ORIGINAL INSTALLED AS PER MANUFACTURE o I APPROVED PLANS , xo f(� SPEC. o � DATED 1-21-13 Mz I EXISTING ��.:..'`. XISTINC� 3 36" HT COUNTERr' xSTING ® , �z EXIDOOR F- ' OFFICE XfSTINC� o W Z x o � L) 522 SO. FT. (( I I w J o En 8'-2" CEILING HT. _ W AI_- I' " ¢ L_ EXISTING EXISTING z � 0- L io Z SPLIT TYPE A.C. BRICK HEARTH 0 VINYL PLANK FLOORING ire I� ATOF i i 3 � cxi ►~- 220V/60 HzO (� x ® m 18,000 BT � o � Q Li MODEL ASU18RL z ' � -� O EXISTING N 2 - I I U- BY FUJITS x �o , iv o DOOR N a GYP BOARD XIST CEILING x ® m /EXISTING INSULATED O �� EXISTING IN ERIOR WALL woCONSTRUCTI N CEILING PANEL? }- 2x4 STUD FRAMING WITH I S D / EXISTING 36x80 ' . I I I ///rrr E 5T I�U 1—E 4" GYP BOARD EACH SIDE �� INSULATED 4 GLASS DOOR � ,.�t t� Lo 7'-5" 27'-1" - - - - -' WZ WW c 00 N EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 c: ta r 6 00 DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG C to �.,° M Q EXISTING R-21 BATT INSULATION •� () W r-- EXISTING '- J _ b0 ' EXISTING 36x80 0 E XI 5T I N G EXISTING WALL CONSTRUCTION XIST I N 3 O Z o ca INSULATED GLASS DOOR o 2x6 STUD FRAMING WITH = O Z . . V) I � O f O�G 2x4 NAILERS ON EACH SIDE O O G o Q c X — U)0 FLUROFLEX 1000 HI-RIB STEELW I--- O N co AS PER ORIGINAL APPROVED PLANS EXISTING TO REMAIN I N E I DATED 1-21-13 AS PER REVISED PLANS DATED o W 0 5-8-13 cuJ OCU 3'-10" 7'-11" C513'-9" 39'-2" 13'-9" 7'-11 NJ 3'-10" wcn o0 W m n ® r, EX (2) 2x6 HEADER r, EX (2) 2x6 HEADER EX (2) 2x6 HEADER r, EX 2) 2x6 HEADER Q --�� — — a — — — — �� — — -$ — — — — — z� — — �, — J ¢ Z O N 10'-0" 10'-O" 10'-0" VARRIES VARRIES VARRIES VARRIES VARRIES 10'-0" d .__I 29'-11" 56'-3" W EXISTING BARN FOOTING PLAN AS PER ORIGINAL APPROVED PLANS Q DATED 1 - 21 - 13 w 0 al W F} MAINTAIN LEGALIZATION NOTES ¢ >- o �' . m U NOTE. Z THESE DRAVNGS ARE TO MAINTAIN / LEGAUZE EXISTIG CONDITIONS AS BEST THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE. IT IS FOR ILLUSTRATION OF O Z 0 2 O NNJ J �OO FL-AN ��O O \ , 'O AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES J O J O SG�� : 1��„ : 1 ,.o„ V,v/ COULD BE DETERkflNED BY A VISUAL AND NON-INVASIVE WALL INSPECTION. WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: L6Z � O U- � CV 1, MAINTAIN EX15TING 1'1N15tlED INTE:f�10F MODIF10AAFION MICHAEL L. McCORMICK STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 J Z, MAIN-FAIN EX15TIN6WAL-r IN PDX FffFICSlfKATOI� CONCEALED AREAS ARE ASSUIJED TO BE CONSTRICTED AS PER ACCEPTED o >- w On zo MAINTAIN EXI5TIN6 UTILITY OL -T CONSTRUCTION METHODS ANQ PRACTICES. ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP, P.C. p � Y F- � 100 S.PERSHING P.O. BOX 110 MORTON IL 61550 w U O 1 4, MAINTAIN EX15TIN6 001` OUE� FO�OIl PHONE 309-263-4105 O w � Q C p Q 5, MftINTAN EX15TING O#'IGftTION W Tfff� 1'UM INFORMATION IS BASED ON PHYSICAL NON-INMILE E EVIDENCE�t Q o ? z PLANS APPROVED DATED:JAN 21,2013 g 2 ?:INFORMATI011 OBTAINED FROM HOVEO41,1ER OR CONTRACTOR. Q J o o EXISTING COUPLA EXISTING CONTINOUS RIDGE VENT w 1 I METAL ROOF ' 1 I EX WOOD TRUSS @ 7'-6" 0.C. , PER ORIGINAL APPROVED PLANS ' DATED 1-21-13 ' ' N p XI INCA 1 1 TSU 5 11 w 1 1 F- O z 1 1 (n EXISTING WALL CONSTRUCTION R-30 BATT INSULATION cn XI ST I I �J S v� va' 2x6 STUD FRAMING WITH EXISTING 14'0" CEILING HT. ' ' I -FI-102x4 NAILERS ON EACH SIDE ' FLUROFLEX 1000 HI-RIB STEEL , AS PER ORIGINAL APPROVED PLANS 1 I PLYWOOD DATED 1-21-13 EXISTING CEILING CONSTRUCTION , 202 CEILING JOIST ® 126" O.C. msr, WITH R-30 BATT INSULATION X15T I EXISTING " GYP BOARD CEILING STOVE CHIMNEY i R-21 BATT INSULATION & WALLSPAI�N ROOF v EXI ING EXI ING EXISTING SLAB 6" P.C. ON 4" UL THROUGHULA2118 1 r BRICKEXISTING VENEER X15T f N C� Z COMPACTED BASE PER ORIGINAL = O APPROVED PLANS EXISTING WOODC14 t= XI DATED 1-21-13 BURNING STOVE PER ORIGINAL APPROVED n EXISTING WALL CONSTRUCTION OI"1� 00 PLANS DATED 1-21-13 2x6 STUD FRAMING WITH U EX R-21 BATT INSULATION EXISTING R-21 BATT INSULATION D A.C. BRICK HEARTH Z o FAN 6" SLAB O o Q EXISTING GRADE EXISTING GRADE ;• N VINYL PLANK FLOORING ` 1 � EXISTING GRADE 1 �wN , i , 1 , 1 I , I , 1 , 1 , , 1 • , •I 1 ' N. 4" COMPACTED FILL r L , , r L , , r L , , r L , -1 r r ' TYPICAL EXISTING FOOTING ® EACH STRUCTURAL ' L " ' r L ' ' N ,_POST AS PER ORIGINAL APPROVED PLANS ; 1 ; ; ; 1 ; ; O pp '1► L L ! J L L ! J L L ! J L L J J L ! J J L J J L L t J L L ! J DATED 1-21-13 L L J J L L J J Z Of o L6 N O I�T 1l 511D E F-1-EV AT I O N SCALE.'1/8"=1' r-OT I O N A-A SCALE.'1/8"=1' EXISTING COUPLA EXISTING COIIPLA EXISTING COUPLA A O R 1 1 1 1,• ..4 � LLI I 07ti��3 I �i SFO PROFS-- 4 1 i3 z\v/ \v/ \v/ % N - 7 \V/ \v/ B AS PER ORIGINAL APPROVED PLANS AS PER ORIGINAL APPROVED PLANS1\7/ D /-21-t 11 1111 11 1 oaoo 0000 O E%ISTNO GRA I E%ISTINO rRAD4 EIRSTRJD GRADE U 1' 1' - 1 1 L'1 I I 1 1 1 1 LI 11 1 IJ I 1 p \� 11 - - - IJ - -'11 !11 -'LI -i LI J 1 ' I - 'L'_ '- . 11 tl 11 11 11 11 II 11 11 11 11 11 Ii 11 It 1 I z 1 I 1 1 I I I I 1 1 1 11 II II I 1 1 1 1 I I 1 1 1 1 I 1 1 1 ,1 ,I ,I 11 - IJ _ 11 I1 I1 IJ _ I1 I1 11 11 11 IJ � LL I1 � I1 � LI LI _ LI V � ttST 51TDI: L-E\/AT 1 O N SCALE.'118'=1 5O UT M 511D E E LE\/A-r I O N SCALE., 1' w NO VISIBLE CHANGE IN THIS ELEVA TION NO VISIBLE CHANGE IN THIS ELEVA 110N EXISTING COUPLA EXISTING COUPLA W L J Q w . , WN L0N � w c z w Mem I I 1 0,4 N •� /T I 1 I /y/� 0o 1 i I v, n M Q 1 1 1 •L C7 r 0 I 1 I 1 1 u•) I I 1 ♦� tea' 1 1 1 , O 1 1 I Q O T Z < C `v I I I Q X I I I 1 1 I W m tL 1 I I N .c E c a w I 1 I to 1 I 1 I I I cu 1 I I (D w \c✓ MAINTAIN / LEGALIZATION DOTES � THESE DRAWINGS ARE TO MAINTAIN / LEGALIZE EXISTIN-G CONDITION'S AS BEST ¢ z p N COULD BE DETERMINED BY A VISUAL AND ICON-INVASIVE WALL INSPECTION. �a —� m � CONCEALED AREAS ARE ASSUMED TO BE CONSTRUCTED AS PER ACCEPTED Q w CONSTRUCTION METHODS AND PRACTICES. v ti 5� 611 INFORMATION IS BASED ON PHYSICAL NON-INVASIVE VISIBLE EVIDENCE& INFORMATION OBTAINED FRO;' HOVEOVtNER OR CONTRACTOR. a I 1-4 111111 11 11 o o w EXISTING EXISTING XISTING EXISTING EXISTING EXISTING EXISTING EXISTIN EXISTING EXISTING Z (y) NOTE: Z o U p J o 0 m ii 117MTFU � 1 H H ITHIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE. IT IS FOR ILLUSTRATION OF O -j Z p z EXISTING GRADE EXISTING GRADE AS BUILT, INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES 00 -� J O WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: r, w 0- O W M to Z = = 2 J ^ Q MICHAEL L.McCORMICK J STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 J I O >- O r 1 „ r j r , r r , r 1 r , r r , r 1 r , r r , r r , r r , r r , r 1 r , r L , , W w f— ' ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. p ^' ' , , , ' � 1 1 ' ' ' ' 100 S. PERSHING P.O. BOX 110 MORTON IL 61550 r' v O L L J J L L J L L J L L J L I L J L l 1. J L L J L L J L L J L L J L L J L L J J •' ' PHONE 309-263-4105 2 � � � p Q 2 CL 2 O 2 V V E 5T 5 11-/E E L—L V / 1T I O N SCALE.'1/4"=1' PLANS APPROVED DATED:JAN 21,2013 o O U Q ~ O OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Sox 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone:631 765-1938 www.s outholdtownny.gov PLATING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Henry Santacroce 2520 Pinetree Road Cutchogue, NY 11935 Re: Site Plan Determination - Surrey Lane Amended Agricultural Storage Building 2585 Ackerly Pond Lane, Southold SCTM#1000-69.-5-18.6 Dear Mr. Santacroce: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2022: WHEREAS, this Amended Site Plan Application is for the proposed interior addition of a farm office within an existing approved 90' x 42' (3,780 sq. ft.) agricultural equipment storage building on a 43.7acre parcel with Suffolk County Development Rights in the A- C Zoning District; and WHEREAS, on May 21, 2013, the Suffolk County Farmland Committee granted an Agricultural Development Permit and Special Use Permit (PFC2012023 and PFC2012025) for the installation and maintenance of a storage structure with farm office, bathroom, and mechanical room, installation and maintenance of related underground utility infrastructure, and site disturbance associated with the above- referenced utility infrastructure, in association with a commercial agricultural operation; and WHEREAS, on August 23, 2022, Henry Santacroce, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, at their work session on September 12, 2022, the Southold Town Planning Board accepted the site plan application as complete for review; and WHEREAS, on September 12, 2022, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined the proposed action as a Type 11 Action as it falls within the following description for 6 Surrey Lane Amended Page 2 October 4 2022 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and WHEREAS, on September 12, 2022, pursuant to Southold Town Code §280-131(H), the Southold Town Planning Board agreed to waive the requirement for a public hearing regarding this application which involves uses strictly related to agriculture; and WHEREAS, pursuant to Southold Town Code §280-133(C) and as detailed in work session staff report on September 12, 2022, the Planning Board agreed to waive certain application requirements of§ 280-133 for this application which involves uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on September 21, 2022, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application for comment; and WHEREAS, on October 3, 2022, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirement for a public hearing and certain application requirements as described above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the amended Site Plan with conditions, listed below, to the site plan entitled "Ackerly Pond Lane Barn" prepared by Tahir Qureshi, P.E., dated May 8, 2022 and authorizes the Chairman to endorse the Site Plan after condition #1 is met. Conditions 1. Prior to endorsement of site plan, obtain a use certification from the Chief Building Inspector as required by Town Code. 2. All Suffolk County Farmland Committee requirements shall be met as issued for Committee Resolution Number PFC2012023 and PFC2012025; In addition, please be aware of the following Town Code requirements: ➢ The Town Engineer must be contacted prior to beginning site work. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Surrey Lane Amended Page 3 October 4 022 ➢ Approved site plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. ➢ Any changes from the approved site plan shall require Planning Board approval. ➢ Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. spectf I .. Donald J. ilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Applicant Signature: Date: Southold Town Planning Board Work Session October 3 2,022 Pa e 2 J..-. _ - The Heo Schoolhouse Roadhognueiarvest Pt of _SCT M#: 1000ITIT1m02 1-33.3 Pro ect Name. � Location: __. 75 Sch_( the n/w corner Griffing Street and School House Laneapp 24 detached Description: This Residential Site Plan ks for the developmaWy 1,079 feet No the of 1 oad tac hed and �.... . ............ _ attached dwellings_ . ... ..... Status: pprred with Conditions Action: Review for CO's of several units _.. .,,,�en... ....r .,......W.....! �_. . ... Attachments: Staff Rp _ ..ww. _. ...._. ame: _.....o Surre._��Amended�.� � 1 Pro ectN � Site Plan S. w� � LaneCTM# 1000-69-5-18.6 Location. _2585 Ackerly Pond Lane, Southold . Description. This Amended Site Plan Application or the proposed addition of a fa �.. . rm office within an existing approved90' x ' (3,780 sq ft.) agricultural equipment storage building on a 43.7acre parcel with Suffolk County he A-C Zing District. Development Rights m...,.ton m.,r�_ we..__. �..� ....... ._... Status: Pendia Action: i Review for Determination chments: Staff Report.. Southold Planning Department Staff Report Site Plan Application Work Session — Review for Determination Date October 3, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Surrey Lane Agricultural Storage Barn Amended Applicant: David Shanks/Surrey Lane LLC Date of Submission: August 22, 2022 Tax Map Number: 69.-5-18.6 Project Location: 2585 Ackerly Pond Lane Hamlet: Southold Zoning District: A-C II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±43.6 acres Building Size 3,780 sq. ft. (90'x 42') III: Analysis This Amended Site Plan Application is for the proposed interior addition of a farm office within an existing approved 90' x 42' (3,780 sq. ft.) agricultural equipment storage building on a 43.7acre parcel with Suffolk County Development Rights in the A-C Zoning District. 1. Existing: farmland/vines 2. Suffolk County Farmland Committee granted approval for the following in 2013: a. Construct Agricultural Storage building at 90' x 42' (3,780 sq. ft.) i. Installation and maintenance of a storage structure with (22'x15') farm office, bathroom, and mechanical room, installation and maintenance of related underground utility infrastructure, and site disturbance associated with the above-referenced underground utility infrastructure, in association with a commercial agricultural operation; b. Storm water drainage — one 8'x4' deep drywell and two 8' x 8' deep d rywel Is c. Sanitary System (SCDHS approval was obtained) 1 d. Exterior Lighting: no exterior light fixtures are noted. If new exterior light fixtures are proposed, cut sheet specifications are required pursuant to Chapter 172 e. State Environmental Quali Review Act SE RA 6 NYCRR, Part 617.5 (c), The proposed action is a Type II Action as it falls within the following description for 6 NYCRR, 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; f. Relevant farming Code sections include: o § 280-97 Right to farm • (A) The Town Board of the Town of Southold finds that farming is an essential activity within the Town of Southold. Farmers provide fresh food, clean air, economic diversity and aesthetic open spaces to all the citizens of our Town. In addition, land in agricultural uses requires less tax dollars for services than does land with residential or commercial development. Accordingly, farmers shall have the right to farm in Southold without undue interference from adjacent landowners or users. For the purpose of reducing future conflicts between people residing on tracts adjacent to farmlands and farmers, it is necessary to establish and give notice of the nature of the farming activities to future neighbors of farmland and farming activities. • (B) Agricultural activities conducted on farmland, undertaken in compliance with applicable federal, state, county and Town laws, rules and regulations, are presumed to be good agricultural practices and presumed not to adversely affect the public health safety and welfare. We find that whatever nuisance may be caused to others by such uses and activities, so conducted, is more than offset by the benefits from farming to the community. Therefore, all such activities shall be protected farm practices within the Town of Southold. o § 280-99 Right to undertake protected farm practices. (A) Farmers shall have the right to undertake protected farm practices in the active pursuit of agricultural operations, including, but not limited to: clearing; grading; plowing; aerial 2 and ground spraying; the use of legal agricultural chemicals (including herbicides, pesticides and fertilizers); raising horses, poultry, small livestock and cattle; processing and marketing produce; installing water and soil conservation facilities; utilizing farm crop protection devices; designing and constructing and using farm structures, including barns, stables, paddocks, fences, greenhouses and pump houses; using water; pumping; spraying; pruning and harvesting; disposing of organic wastes on the farm; extensive use of farm laborers; training and others in the use and care of farm equipment, animals; traveling local roads in properly marked vehicles; and providing local farm produce markets near farming areas. (B) These activities can and do generate dust, smoke, noise, vibration and odor. These activities may occur on holidays, Sundays and weekends, at night and in the day. Such activities are presumed to be reasonable. Such activities do not constitute a nuisance unless the activity has a substantial adverse effect on the public health, safety and welfare. 3. staff Analysis: This amended application was accepted as complete with certain application requirements waived as detailed in the September 12, 2022 staff report. In addition to these certain technical requirements, the public hearing was waived and a referral for a Use Certification was the only referral distributed. At the time this report was finalized a Use Certification from the Building Department had yet to be issued. Since there are no other outstanding items the Planning Board has required, this item may be made a condition of amended site plan approval. IV: Items to consider: With exception of the Use Certification as required above, all site plan requirements listed in §280-133 of the Town Code have been met and this application is eligible for determination at tonight's Public Meeting with the following conditions: Conditions 1. Prior to endorsement of site plan, obtain a use certification from the Chief Building Inspector as required by Town Code. 2. All Suffolk County Farmland Committee requirements shall be met as issued for Committee Resolution Number PFC2012023 and PFC2012025; 3 OFFICE LOCATION: � ��az MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 � "�� `;+n Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) fix Telephone: 631 765-1938 Southold, NY " ° } www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 21, 2022 Mr. Henry Santacroce 2520 Pinetree Road Cutchogue, NY 11935 Re: Proposed Amended Site Plan for Surrey Lane Ag Storage Building 2585 Ackerly Pond Lane, Southold SCTM#1000-69.-5-18.6 Dear Mr. Santacroce: am writing as a follow-up to the"IJ"U'ork Session held on September 12, 2022 where the Planning Board, accepted the above-referenced Site Plan Application as complete for review and determined that the proposed is a Type ll Action under SERA pursuant to 6 NYCRR, 617.5(c)(3). The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, �.,7-70)l , Brian Curnmangs . Planner OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex r� �� P.O. Box 1179 54375 State Route 25 ;, '�'hti Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , Telephone: 631 765-1938 Southold, NY t r� www.southoldtownny.gov tS PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planne w, Date: September 21, 2022 Re: Use Certification Amended Site Plan for Surrey Lane Ag Storage Building 2585 Ackerly Pond Lane, Southold SCTM#1000-69.-5-18.6 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This Amended Site Plan Application is for the proposed addition of a farm office within an existing approved 90' x 42' (3,780 sq. ft.) agricultural equipment storage building on a 43.7acre parcel with Suffolk County Development Rights in the A-C Zoning District. Your certification is requested by September 28, 2022. If this date is not feasible, please contact this office directly. Thank you for your cooperation. Encls: Site Plan Application Site Plan Southold Town Planning Board Work Session - Se tember 12 2022 Pa e 4 . � . w . _ _ . Amended Site Plan .......� mm... Location. 585 Ac SCTM# 1.0.00-69 5 18 6 Pro ect Name Smm_ . . ----... 2 keri Pond urre�Lane men Southold Description: This Amended Site Plan Application is for the proposed addition of a farm office within an existing approved 90' x 42' (3,780 sq• ft.) agricultural equipment storage building on a 43.7acre parcel with Suffolk County - Zoning District. ......—a.. �. ........... DeveloPent Rights in the A C........�, _ , m_ _........�. Status: New Application __.. Attachments: St ffR :��om eteness Pden eMedi � Res' roject Name. Greenport cal Offices & SCTM# 1000-34-2-1 _. � . ... S Route 25„ Greenport -. .. _ . i NYS Plan application is for the proposed construction of Location 16q ��. Description: This Site four (4) campus-style residential office buildings with three (3) medical office units on the first floor and ten (10) workforce housing units on the second floor of each, with 120 parking stalls on 4.7 aces in the RO and R40 Zoning District. Status: - ... ... Pending _ .. ... ._ ..,.. Action: Review SEQRA Attachments Staff Report _ _... Project Name: Dish Wireless Colocation at SCTM#: 1000-75.-5-14.1 .. ..., Southold Animal Shelter Location: —41405-NYS . . econic NYS Route 25, Peconic ...w.' Description: _ mm. .. -m �p ._. p This Amended Wireless Communications application is fora reposed Dish Wireless colocation at 80' a.g I. on an approved 130 tall 140' to highest appurtenance) lattice tower, and the addition of associated ground equipment within a 35 sq. ft. lease area. There are two other carriers already located on this tower and it is situated on 12.4 acres of municipal property including the Animal Shelter and Police Department in the General Business and R-80 Zoning District. ._�.�.. — endin Status P ...Acta„o..n.. : Review...for�.D.�etermin_a.�t.i..o......n �....m . .....�. ..... . _..., .We�..�.� Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date September 12, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Surrey Lane Agricultural Storage Barn Amended Applicant: David Shanks/Surrey Lane LLC Date of Submission: August 22, 2022 Tax Map Number: 69.-5-18.6 Project Location: 2585 Ackerly Pond Lane Hamlet: Southold Zoning District: A-C II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±43.6 acres Building Size 3,780 sq. ft. (90'x 42') III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis This Amended Site Plan Application is for the proposed interior addition of a farm office within an existing approved 90' x 42' (3,780 sq. ft.) agricultural equipment storage building on a 43.7acre parcel with Suffolk County Development Rights in the A-C Zoning District. 1. Existing: farmland/vines 2. Suffolk County Farmland Committee granted approval for the following in 2013: a. Construct Agricultural Storage building at 90' x 42' (3,780 sq. ft.) i. Installation and maintenance of a storage structure with (22'x15') farm office, bathroom, and mechanical room, installation and maintenance of related underground utility infrastructure, and site disturbance associated with the above-referenced underground utility infrastructure, in association with a commercial agricultural operation; 1 b. Storm water drainage — one 8'x4' deep drywell and two 8' x 8' deep drywells c. Sanitary System (SCDHS approval was obtained) d. Exterior Lighting: no exterior light fixtures are noted. If new exterior light fixtures are proposed, cut sheet specifications are required pursuant to Chapter 172 e. State Environmental Quality Review Act SE IlRA 6 NYCRR, Part 617.5 (c), The proposed action is a Type II Action as it falls within the following description for 6 NYCRR, 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; f. Relevant farming Code sections include: o § 280-97 Right to farm ■ (A) The Town Board of the Town of Southold finds that farming is an essential activity within the Town of Southold. Farmers provide fresh food, clean air, economic diversity and aesthetic open spaces to all the citizens of our Town. In addition, land in agricultural uses requires less tax dollars for services than does land with residential or commercial development. Accordingly, farmers shall have the right to farm in Southold without undue interference from adjacent landowners or users. For the purpose of reducing future conflicts between people residing on tracts adjacent to farmlands and farmers, it is necessary to establish and give notice of the nature of the farming activities to future neighbors of farmland and farming activities. • (B) Agricultural activities conducted on farmland, undertaken in compliance with applicable federal, state, county and Town laws, rules and regulations, are presumed to be good agricultural practices and presumed not to adversely affect the public health safety and welfare. We find that whatever nuisance may be caused to others by such uses and activities, so conducted, is more than offset by the benefits from farming to the community. Therefore, all such activities shall be protected farm practices within the Town of Southold. 2 o § 280-99 Right to undertake protected farm practices. • (A) Farmers shall have the right to undertake protected farm practices in the active pursuit of agricultural operations, including, but not limited to: clearing; grading; plowing; aerial and ground spraying; the use of legal agricultural chemicals (including herbicides, pesticides and fertilizers); raising horses, poultry, small livestock and cattle; processing and marketing produce; installing water and soil conservation facilities; utilizing farm crop protection devices; designing and constructing and using farm structures, including barns, stables, paddocks, fences, greenhouses and pump houses; using water; pumping; spraying; pruning and harvesting; disposing of organic wastes on the farm; extensive use of farm laborers; training and others in the use and care of farm equipment, animals; traveling local roads in properly marked vehicles; and providing local farm produce markets near farming areas. • (B) These activities can and do generate dust, smoke, noise, vibration and odor. These activities may occur on holidays, Sundays and weekends, at night and in the day. Such activities are presumed to be reasonable. Such activities do not constitute a nuisance unless the activity has a substantial adverse effect on the public health, safety and welfare. V: Items to consider: 1. Accept the amended application as complete for review to begin the process as specified below; in addition, consider the following: a. Due to this being an agricultural application with an existing building, no footprint expansion and not open to the public; the following items may be considered to be waived: i. Separate key map showing the locations, names and widths of all rights-of-way within 500' of the subject site; ii. The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. iii. Separate key map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.). 3 iv. Existing zoning, including zone lines and dimensions. v. Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. vi. The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. vii. Waive parking requirements pursuant to §280-131(B)(5). Adequate parking exists on site for employees. Staff: use aerials, GIS and site visit for items ii —vii above; 2. Consider waiving the Public Hearing for this Agricultural site plan; OR, set the public hearing at tonight's public meeting, for October 3, 2022; 3. Classify the action as Type II (agriculture) under SEQRA; 4. Refer the application: Southold FD, Ag Advisory Committee, Town Engineer, LWRP, Fire Marshall/Code Enforcement, and Building Dept. 4 ECE IV ED AUG 2 3 2022 Southold Town SurreyLane LLC Planning Board PoBox 1121 Southold NY 11971 August 19,2022 Planning Board Southold TownAnnex 54375 Main Road Southold NY 11971 Dear Board Members Attached is a Site Plan Application form for an amended site plan to include an interior office for the structure on my farm at 2585 Ackerly Pond Lane in Southold.We had previously applied and were approved but the plans did not include the office. I am including a letter from Suffolk County which holds the development rights that allows an office in the barn. I am looking to finalize the project and have it inspected for the Certificate of Occupancy.The current building permit number is BP 47720. Since I am a layman at this procedure I ask that you help me if there is anything missing in the application but the entire building less the office was approved by the Town previously. Sincerely yo David Shanks Manager Surrey Lane LLC PO Box 1121 Southold NY 11971 RECEIVED SOUTHOLD PLANNING BOARD AUG 2 3 2022 SITE PLAN APPLICATION FORM _ l Southold Town Planning Board Site Plan Name and Location Site Plan Name: S G"\Q-, Application Date: Suffolk County Tax Map#1000-069 -_OS - til•a46Other SCTM#s Street Address: Q-S S AQ"-,0 4?s ,s �J Hamlet: D U" I: Distance to nearest intersection: Type of Site Plan: NewAmended ' Residential Zoning District Owners/Agent Contact Information Please list name, mailing address, and hone number or the people below: Property Owner A—J e J�, If4 Street �1� ➢�®--C Q "), I City �� ® Gg State N Zip 7l Home Telephone ®B -q 7®"6-7 Other Applicant Street D CitState Zip Home Telephone? 1 -9-7b-G.-7 S7 Other Applicant's Agent or Representative: f� Contact Person s X Street V- eF: City C v Iia 4 LQ State 1 Zip `� S Office Telephone 6>31 -a3�,-��' Other "Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 Site Data Proposed construction type: NewModification of Existing Structure Agricultural —/— Change of use Property total acreage or square footage: 4A a ./sq. ft. Site Plan build-out acreage or square footage: 1'�3 DC) ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YV N If"yes", explain (and attach any necessAa_ryA documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: —k �C '''«�� '� W vs:" List all proposed property uses: V �- Other accessory uses: Existing lot coverage: % Proposed lot coverage: % e,—aV°D V S t Gross floor area of existing structure(s): !1 sq. ft. Gross floor area of proposed structure(s): 3g� Parking Space Data: #of existing spaces: #of proposed spaces: 3 Loading Berth: Yes No Y Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: % Wetlands: Is this property within 500' of a wetland area? Yes No Maybe I, the undersigned, certify that all t v i o ation is true. Signature of Preparer: Date: v I 1 b6 � 2 Site Plan Application Form 2/18/2010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK �Ac V 1 y 54 `y K� being duly sworn, deposes and says that he resides at I 1k13 Ckeekb 21 ✓g, S9)Jg,8 I in the State of New York, and that he is the owner of property located at Q, S @R�y�•�� w , SCTM# —7 o , or that he is the ®%.j of the L,4- , (Title) (Specify whether Partnership or Corp.) and"said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be install in strict acco an the pl s approved by the Planning Board. Signed Owner Signed © ��. (Partner or Corporate Officer and Title) Sworn to me this day of C�2. Notary Public MMA F:itEtil Nfty Pubic,Stale of New York Cmml d In Suffolk County Reg.W.OIKE6146740 CAmmt ow Ex*es May 22,21)2 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK a� )'Pf being duly sworn,deposes and says that he resides at 17 aD ��,�� C2ez= I<.�e� �1 Sag a )� !� in the State of New York,and that he is the owner of property located at kYeC)jKNd LA) ,SCTM# ,or that he is the ( `1of the (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property,which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel,including all rights-of-way,has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted,as approved,will not be alter or changed in any manner without the approval of th Planni Board; that the actual physical improvements will be installe strict aEcor anc w t e plan pro ed by the Planning Board. Signed Owner Signed (Partner or Corporate Officer and Title) Sworn to me this _ day of2 D ZZ OSST'j/,�Niii Q:;N0.01VE6332423'•,� y �;SDUALKt-6UN _ UFpQLKCflUNTY Notary Public �'�,,��,�•.s.P�B.L�c., ®Q,.`. OF W E'' `N��``� exp g 21 zozs COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner Division of Planning and Environment SUFFOLK COUNTY FARMLAND COMMITTEE June 4,2013 Mr.Bill Kelly Morton Buildings,Inc. 22355 Cox Lane Unit#4 Cutchogue,NY 11935 Re: Surrey Lane LLC, No#State Route 25, Southold, Town of Southold Suffolk County Tax Map No.: 1000-069.00-05.00-018.006 Application No. 2013012/Committee Resolution Number:FC-16-2013 Permit#'s:PFC2012023-Modified, PFC2012025-Modif ed Dear Mr.Kelly: The Suffolk County Farmland Committee, at its regular meeting on May 21, 2013, reviewed your application for Agricultural Development Permit and Special Use Permit modifications pertaining to the installation and maintenance of a storage structure with farm office, bathroom, and mechanical room, installation and maintenance of related underground utility infrastructure, and site disturbance associated with the above-referenced underground utility infrastructure, in association with a commercial agricultural operation. The application was approved,subject to the conditions outlined in the enclosed resolution and permits. If you have any questions, please feel free to contact me at (631) 853-5201 or katbM.maizee@suffolkeountyny.gov. Sincerely, Kathryn Magee Environmental Planner Enclosures Cc: David Shanks Lauretta R.Fischer,Principal Environmental Analyst, S.C.Div.of Planning and Environment Suffolk County Div.of Real Property Acquisition and Management,Inventory Unit(email copy) Heather Lanza,Planning Director,Town of Southold(email copy) H.LEE DENNISON BLDG■100 VETERANS MEMORIAL HWY,4th FI ■P.O.BOX 6100 ■HAUPPAUGE,NY 11788-0099■(631)853-5191 RESOLUTION NO. FC-16-2013 OF THE SUFFOLK COUNTY FARMLAND COMMITTEE, PURSUANT TO CHAPTER 8 OF THE SUFFOLK COUNTY ADMINISTRATIVE LOCAL LAWS, APPROVING AND AUTHORIZING AN AGRICULTURAL DEVELOPMENT PERMIT MODIFICATION AND A SPECIAL USE PERMIT MODIFICATION TO THE SURREY LANE LLC PROPERTY (1000-069.00-05.00-018.006), TO WHICH THE COUNTY OF SUFFOLK OWNS THE DEVELOPMENT RIGHTS WHEREAS, pursuant to Chapter 8 of the Suffolk County Administrative Local Laws ("Chapter 8"), a proposal to modify the property currently owned by SURREY LANE LLC has been received by the Suffolk County Farmland Committee(."Committee"),where such proposal is known by application number 2013012;and WHEREAS, the property owned by SURREY LANE LLC, and is located on land situated north of MAIN ROAD (S.R. 25), south of OLD NORTH ROAD, east of PECONIC LANE, and west of ACKERLY POND LANE in the hamlet of SOUTHOLD, identified by Suffolk County Real Property Tax Map ("SCRPTM")number 1000-069.00-05.00-018.006("premises");and WHEREAS,the applicant seeks an Agricultural Development Permit Modification to Permit#PFC2012023 and a Special Use Permit Modification to Permit # PFC2012025 pertaining to the installation and maintenance of one storage building and underground utility infrastructure and conducting a site disturbance necessary for the installation of the aforementioned underground utility infrastructure, in association with an existing commercial agricultural operation;and WHEREAS, said application was considered by the Committee at its meeting on May 21,2013;now,therefore,be it 1" RESOLVED, that the Committee hereby finds and determines that this proposal constitutes a Type H action pursuant to 6 NYCRR§617.5(c)(3),which completes the SEQRA review;and 2"d RESOLVED,that the Committee hereby approves and adopts the report of its staff, as may be amended; and be it further 3rd RESOLVED,that the Committee hereby approves said application,subject to the following conditions: 1. The Applicant shall comply with all conditions listed in the above referenced October 5, 2012 issued Permits (Permit #s PFC2012023 and PFC2012025) unless otherwise amended by the Suffolk County Farmland Committee's Agricultural Development Permit Modification Resolution FC-16-2013; and 2. Condition Number 1 in the above referenced October 5, 2012 issued Permit (Permit # PFC2012023) shall be updated and replaced with the condition that reads: "The storage barn structure and underground utility infrastructure be located as is depicted in the Applicant's "Amended Survey of Lot 2 David Shanks Property," received by Suffolk County on May 10, 2013, and attached as Exhibit C to the.Department of Economic Development and Planning, Division of Planning and Environment Staff Report Application No.2013012'; and 3. Condition Number 3 in the above referenced October 5, 2012 issued Permit (Permit # PFC2012023) shall be updated and replaced with the condition that reads: "The porch on the northwest side of storage barn structure shall not exceed a footprint of 10 foot by 90 foot;"and 4. Condition Number 7 in the above referenced October 5, 2012 issued Permit (Permit # PFC2012023) shall be updated and replaced with the condition that reads: "The storage barn structure and associated porch shall be constructed to include a 22 foot X 15 foot farm office with a 7 foot X 7 foot bathroom, a 7 foot X 7 foot mechanical room, and an approximately 3,352 square foot equipment storage space," as is depicted in the Applicant's column and elevation plans, which were received by Suffolk County on May 10, 2013, and attached as Exhibits D and S.C. Farmland Committee Meeting 5/21/2013—Reso. No. FC-16-2013 Page 1 of 3 E to the Department of Economic Development and Planning, Division of Planning and Environment Staff Report Application No.2013012; and 5. Condition Number 8 in the above referenced October 5, 2012 issued Permit (Permit # PFC2012023) shall be updated and replaced with the condition that reads: "The underground utility infrastructure for the storage barn shall include a dry well, electricity lines, a sanitary system and a submersible water well;and 6. Condition Number 15 in the above referenced October 5, 2012 issued Permit (Permit # PFC2012023) shall be updated and replaced with the condition that reads: "The landowner shall be responsible for compliance with all conditions of Resolution # FC-16-2013, the deed of development rights, the contract of sale, and all applicable federal, state, county, and town regulations,rules and guidelines;"and 7. Amend the Conditions in the above referenced October 5, 2012 issued Permit (Permit # PFC2012023)to include a condition that reads: "The proposed sanitary system shall consist of a standard nonresidential sanitary system consisting of a 1,200 gallon septic tank and one 8' X 8' leaching pool with allowance for a 50%expansion pool;"and 8. Amend the Conditions in the above referenced October 5, 2012 issued Permit (Permit # PFC2012023) to include a condition that reads: "The proposed submersible well shall pump no more than 40 gallons per minute to provide water for the proposed bathroom;"and 9. Amend the Conditions in the above referenced October 5, 2012 issued Permit (Permit # PFC2012023) to include a condition that reads: "The use of the farm office with bathroom, mechanical room, and equipment storage space shall be used in support of a commercial agricultural operation,as defined by Chapter 8 of the Suffolk County Administrative Code;"and 10. Condition Number 1 in the above referenced October 5, 2012 issued Permit (Permit # PFC2012025) shall be updated and replaced with the condition that reads: "The landowner shall be responsible for compliance with all conditions of Agricultural Development Permit #PFC 2013023-Modified,Resolution#FC-16-2013,the deed of development rights,the contract of sale, and all applicable federal, state,county and town regulations,rules and statutes." S.C. Farmland Committee Meeting 5/21/2013—Reso. No. FC-16-2013 Page 2 of 3 Motion by: Howard Johnson Seconded by: Lee Foster Committee Vote: Ayes 10 Nays 0 Abstentions 0 Committee Member Appointment Yes No Abstained Not Present BARNETT,Russell K. Town of Smithtown ✓ BUSH,Ronald At-Large ✓ CORWIN,Nate At-Large ✓ FOSTER,Lee Town of Southampton ✓ BALSAM,Alex Town of East Hampton ✓ JOHNSON,Howard Town of Huntington ✓ JONES,Ann Marie Town of Babylon ✓ KILB,Alfred J.,Jr. Town of Shelter Island ✓ KRUKOWSKI,Joseph Town of Southold ✓ LANSDALE, Sarah S.C.Dir.of Planning ✓ MOYER,Dale D. At-Large ✓ MURPHY,Eugene Town of Islip ✓ NOLAN,Ron Town of Brookhaven ✓ ROTTKAMP,Jeffrey Town of Riverhead ✓ SCHEER,Charles F.,Jr. At-Large ✓ SCHMITT,Albert At-Large ✓ ZAWESKI,Mark At-Large ✓ VACANT VACANT '. Totals 10 0 0 7 Date: May 21,2013 Location: Kermit W. Graf Cornell Cooperative Extension Building 423 Griffing Avenue,Riverhead,New York 11901 S.C. Farmland Committee Meeting 5/21/2013—Reso. No. FC-16-2013 Page 3 of 3 COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner Division of Planning and Environment AGRICULTURAL DEVELOPMENT PERMIT (Modified Pursuant to FC-16-2013) Application#: 2013012 Meeting Date: May 21,2013 Resolution#: FC-16-2013 Permit#: PFC 2012023-Modified Date Issued: October 5,2012 Date Modified: May 23, 2013 Property Address: No#State Route 25, Southold,Town of Southold Tax Map#: 1000-069.00-05.00-018.006 Pursuant to Chapter 8 of the Suffolk County Administrative Local Laws,permission is hereby granted to Surrey Lane LLC To Install and Maintain 1) ONE STORAGE BUILDING 2) 'UNDERGROUND UTILITY INFRASTRUCTURE On the above-captioned property, subject to the following conditions: 1. The storage barn structure and underground utility infrastructure be located as is depicted in the Applicant's"Amended Survey of Lot 2 David Shanks Property,"received by Suffolk County on May 10, 2013, and attached as Exhibit C to the Department of Economic Development and Planning,Division of Planning and Environment Staff Report Application No.2013012;and 2. The storage barn structure shall not exceed a footprint of 42 feet by 90 feet;and 3. The porch on the northwest side of storage barn structure shall not exceed a footprint of 10 foot -by 90 foot;and 4. The storage barn structure,excluding the cupola,shall not exceed a height of 26 feet;and 5. The storage barn structure, including the cupola shall not exceed a peak height of 31 feet;and 6. The storage barn structure will be installed with concrete footings and no continuous concrete foundation;and Pagel of 2 Agricultural Development Permit#PFC 2012023-Modified Page 2 of 2 7. The storage barn structure and associated porch shall be constructed to include a 22 foot X 15 foot farm office with a 7 foot X 7 foot bathroom, a 7 foot X 7 foot mechanical room, and an approximately 3,352 square foot equipment storage space," as is depicted in the Applicant's column and elevation plans, which were received by Suffolk County on May 10, 2013, and attached as Exhibits D and E to the Department of Economic Development and Planning, Division of PIanning and Environment Staff Report Application No.2013012;and 8. The underground utility infrastructure for the storage barn shall include a dry well, electricity lines,a sanitary system and a submersible water well;and 9. The storage barn structure shall be connected to electricity service by underground electricity infrastructure that shall be connected from Ackerly Pond Lane and run southwestward toward the storage building along the northern boundary of the premises, and enter the western corner of the storage building;and 10. The proposed electrical service shall require trenching on the premises for a distance of approximately 675 feet underneath an existing dirt road;and 11. The proposed sanitary system shall consist of a standard nonresidential sanitary system consisting of a 1,200 gallon septic tank and one 8' X 8' leaching pool with allowance for a 50% expansion pool; and 12. The proposed submersible well shall pump no more than 40 gallons per minute to provide water for the proposed bathroom;and 13. The landowner shall submit the "as-built" plans depicting the aforementioned improvements to the Suffolk County Department of Economic Development and Planning within one (1) year of permit issuance. 14. The use of the storage barn, porch and underground utility infrastructure shall be limited to that necessary for Agricultural Production as defined by Chapter 8 of the Suffolk County Administrative Code;and 15. The use of the farm office with bathroom, mechanical room, and equipment storage,space shall be used in support of a commercial agricultural operation, as defined by Chapter 8 of the Suffolk County Administrative Code; and 16. The landowner shall prepare and implement a stormwater mitigation plan in consultation with Suffolk County Soil and Water Conservation District and/or Natural Resources Conservation Service to address any and all stormwater runoff issues associated with the aforementioned improvements; and 17. The landowner shall submit to the Suffolk County Department of Economic Development and Planning prior to the commencement of construction the Suffolk County Soil'and Water Conservation District- and/or Natural Resources Conservation Service-approved stormwater mitigation plan;and 18. The landowner shall be responsible for compliance with all conditions of Resolution # FC-16- 2013, the deed of development rights, the contract of sale, and all applicable federal, state, county,and town regulations,rules and guidelines. This permit shall expire on October 5,2013 unless the authorized improvements have been commenced; a building.permit, where required by the local town or village, has been secured by the agricultural land owner or the Suffolk County Farmland Committee has granted the agricultural land owner an extension. l*�fz Kathryn Magee Environmental Planner COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner Division of Planning and Environment SPECIAL USE PERMIT (Modified Pursuant to FC-16-2013) Application#: 2013012 Meeting Date: May 21,2013 Resolution#: FC-16-2013 Permit#: PFC 2012025-Modified Date Issued: October 5,2012 Date Modified: May 23,2013 Property Address:No#State Route 25, Southold,Town of Southold Tax Map#: 1000-069.00-05.00-018.006 Pursuant to Chapter 8 of the Suffolk County Administrative Local Laws,permission is hereby granted to Surrey Lane LLC To conduct a site disturbance for the installation and maintenance of UNDERGROUND UTILITY INFRASTRUCTURE On the above-captioned property,subject to the following conditions: 1. The landowner shall be responsible for compliance with all conditions of Agricultural Development Permit #PFC 2013023-Modified, Resolution #FC-16-2013, the deed of development rights, the contract of sale, and all applicable federal, state, county and town regulations,rules and statutes This permit shall expire on October 5,2013 unless the authorized improvements have been commenced; a building permit, where required by the local town or village, has been secured by the agricultural land owner or the Suffolk County Farmland Committee has granted the agricultural land owner an extension. J' &� Kathryn Magee Environmental Planner Page 1 of 1 Suffolk County Farmland Committee May 21,2013—Staff Report(Application#2013012) Page 7 of 9 SURVEY OF I..OT'2 i,30ICbi=M+ ,- SITUATE:SOUTHOLD �TOWA: SOUTHOLD ;- **4� ;SUFFOLK COUNTY,NEW YORK 7;•y4's'g5Y.4q.}rx sorer ...7 ,.e s.rm�.m ,"° ......^................. r I ++':ue .._ Fi^:uC x,;':•J:ssy „'n'«' -c.: ` # ! cs.wzs wa,.�eir`mrxX'%wc'a�s „�;�.,,,,::,.,�---�_."'••„ ,,,,p:res'�=- .,� `'.1 �� 1 r+ I � ora--"''""i,.�+° .i''• ;5 j :� g, •.- • .•«;:"<{{;e,`4k�{_+5ir{i}�t;�;ii:4�{I t{tl{i 7 ,«w si#I, 11 f :'f, - -. 4 "r �r SJ friar+ t t S3 r�+ iii f sss s �q� €1 r ? ?'ttii.lii :11ct+,1' ts'fE};llllti4tes - 'rii#�y-;...eqilk1 i t"• ii,`ti{iy}M13}{ii,s''iii�`'�1�.,.,�t�' ;'4[{}si}�iy9 , . .»?: -+•l'.' lj t14i'i'i i -!!';1�itfst,ti�?+ktt.#Ni,{:�..':�'Si!l. "�t€iiiY`j#t'•�etE�?'%}! : t?z?, .:;it t.,,.,,.;.}4;:,1,•, 1 r.e= 19 •.`t:�;9n iglj�t�litR "ti"i � z #t.lc�li.i S'i 't �,_ e.a c 7i{{[f ii�'il1i�•. .!-t 7e y<..,,"iv � a c �h.S7';:�;:'.,�tt ;I>"!3"?"",•`�"*#Sllfili!#ti,:t'{a�tf#i,.>}„ �., 4 5:•, ;:,}:, �,:4:i:,3�t`.`tatil+st_`.z4 S'�.:1V,3t,i o,-,.•.�: f::e xzt iy. t - - .. lj,.,,,,•„,m_.-,..�-+.,.' ;;`at;:�i-�iJ �'�� _ a a't "S.ii;ii•.';'lttt ;:$ is ---'—.,.--"---•-,..--.-•$�„`� •fit, � .r.,_.,...,mi�@U;;..., t�;.....q �fi � } g'A tt 'j ttd ft:t{'{�, =t€i{t.•w!it4 ; kf ;il7i�S S "q a=,Esti-e�i�tt;:`r`=t_ •� s ` ...d,++..+..w...+-«a�",:-..a` tU,^t9,Ve'•b3��.M-^..-rsr•- ��•Sr :t�»v, q� Ron 0 Dnmz .............»a.b'Wa+H'a,iC£M.4'+:stia •.Fi'Y'.fpi a��.ei: I E JOHN C.EHLERS LANA SURVEYOR iri a:.c,' � oWAtfsttc<S(r2M '� MXSE7F.tat 4'"u t C atu cru.z r.w Suffolk County Farmland Committee May 21,2013–Staff Report(Application#2013012) Page 8 of 9 -EXHMIT D o TN0643WI0 NOLLVJO] M0893A33aM.0-Z U W N 77 I a oto z/l E. z/10i-.4L c-.99 o ,Z/l 4-Z9 - •'I iii I i\ •.. _ 2/1 eiee ,l1-,0 N � N n o— – zn I I-•s ir r r m t r•� l Oe V I _ .Z/101-.9_ 4-4JYL -:".`-J,Fd''- A-•Z ,tlt 01-.9 .Z/t C4.01 'O' =F 01 Suffolk County Farmland Committee May 21,2013—Staff Report(Application#2013012) Page 9 of 9 EXHIBIT E ,b RESIGN AND EXP1nNATORY4t? ttE5 -="""-X'L=- t o •C�� ti_ a;� R ur• 'aric�sc mc�.�w.�+ttk,vc+,mwaa•+u.<.e?aim r,!ta:M..rs ..•--.1-`L•'!-_..-... cxmx msec am cr.-<.r�r rv'wc¢w,+rrk'.+,,..m. .. Y .......-✓......-_—.., -.-r.-�.—..+.._�...._.,.-,: r50�KItM<TM.1?..YRFi'F FhyW[4{9]MI F"R�'Mh'w3rN . vs:••moi"y••M.�•,,••••• /�. ttws - wa.aau�9 f �°H`k�� saan..a�CacnKGry rr�e nn'C+T..,:.�¢urq D•Ua g -j.... .,o.r« yy�� '""'°y-t ../�" .�:;a...T:..,�.1" atr 1..sn...+.n,rx.ra•,.aaz.w.*o..z.,.�..a [jv Y R' �+'.` .Ylasti¢ra'OGIbHaAC.>•Y!4J3¢s'tl4aY1+¢nti.VU:.V '!Y/dr.%!l//.�/�S a: f,//i /�!f:///llf(. 1/�!/lfi.;+F%'%`f/�'!'•1'f cc..a �- w�ssa--^a,r�;Y fi. ._'!f.�%x!� /.f��l.Tri' /�1rr%�/��/sp'„1.�:I.�/!�%l:rte/••it � s•�.rs'rs.t I � ,�,$ Q t `�f Cj 1 y H ' j 1f iii � rr-�°�+ �w'•�?' �. aw ,••0' q n*'±K NORTHWEST-XtBO ELEVATii�ti•eT�"`-t SOUK}EAS1«ELE+lATIOta o Cd cs- �...Lw-�a1J.�.s.�.� �!`�1 ,eif '_..!+r �.vasws•g. wi m....,,_ Y' llr ///f /l .Y//.././:fid'/, ✓/s,2'�; j,3;fi'4i!?cfil%tr %J. �m.,""_'_' s Gc r!a^ra .l t 2 9 J t 1 i t , ? •t 3 w 1 .....�,-,.. --- Wit' .�_.:..• vi rsa +a SOUTN_WES?ELEVA7}ON b . "-'t��., SS.i--S—14 I I I , OFFICE LOCATION: MAILING ADDRESS Town Hall Annex P.O. Box 1179 54375 State Route 25 d Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) A Telephone: 631-765-1938 Southold,NY �f � .;; www.southoldtownny.gov V?1y4i_l.a'' PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 30, 2022 Re: Check Please deposit the attached check into B691: Deferrer! Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. Surrey Lane Amended Site Plan 69-5-18.6 250.00 8/11/22 - #2802 Surrey Lane LLC SURREY LANE, LLC 2802 4801 BONITA BAY BLVD UNIT 1203 BONITA SPGS,FL 34134-5660 5533/212 NJ 2844 DATE PAY ORDER OFTO THE iz��L $ D O ARS i ams tm BANK OFAIiHERICA--�� o-3onea ' ACH Rrr 021200339 FOR II000 2B0 21I• 4D 2 L 200 3 3 9o: 3B 10 L80 3 90 701IH IC20 NY5 Residential Code / International Res identlol Code TABLE R-301.20) w CLIMATIC AND 6E06RAPHIG DE516N CRITERIA 6ROUND WIND DE5I6N SEISMIC 5UBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN SNOW LOAD DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL (pef) SPEED TOP06RAPRO SPECIAL WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP CF) REQUIREMENT INDEX TEMP. (m.p.h) EFFECTS WIND REGION DEERI5 ZONE DEPTH 20 130(u1t) NO NO I MILE FROM B 5EVERE BOF 3 MODERATE II YES NO 549 51017 FIREWAIS S AND FT 13176 TO HEAVY I. AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TI 2.DESIGN 15 IN ACCORDANCE WITH AMERICAN WOOD GOUINGIL (AWG) WFGM-2015 "WOOD FRAME GONSTRU ► I L I NO SCHEDULE (WFGM TABLE: 3.I) MANUAL FOR ONE AND TWO FAMILY DWELLIN65", 2015 EDITION. d Z CV 3.DEVeN LOAD CALCULATIONS: AS PER SECTION 8301.5 *THIS 50HEDULE MEETS THE CRITERIA FOR A M LIVE LOAD = 40 p.s.f. (ROOMS OTHER THAN 5LEEPIN6 ROOMS) THREE SECOND WIND GUST SPEEDS UP TO 140 M.P.H. N 30 p.s.f. (5LEEPIN6 ROOMS ) 0. 40 p.s.f. (EXTERIOR BALCONIES AND DECKS) ROOF FRAMING 10 p.s.f. (ATTICS WITHOUT 5TORAOE), 20 p.s.f. (ATTICS WITH LIMITED STORAGE) NUMBER OF 40 P.5.1=. (HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS) JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 DEAD LOAD (OTHER THAN ROOF5) = 10 .s.f. (ACTUAL WE16HT OF MATERIALS) 0 DEAD LOAD FOR ROOFS: ,A5 PER TABLE 8301.6 Rafter to Top Plate (Toe-Nalled) 3-8d Per Rafter w SNOW, WIND b SEISMIC LOP+DIN6 = REFER TO CHART ABOVE. Gelling Joist to Top Plate (Too-Nalled) 3-8d Per Joist w Ceiling Joist to Parallel Rafter (Face-Nailed) 3 PITCH: 13-16d Each Lap Tom,.- ;�..- _,-._.P --.- -, -- s. --FSA .. .. - -� ..» - �,M .w, �... --.r..,,. ._. �,v ,F.m ...,...,., M.,. , n,... , ,, -„� .,. .. ,,..,..4, r ...,w. O Gelling Joist Laps Over Partitions (Face-Nailed) 3 PITCH: 13-16d Each Lap Gelling Joist to Parallof Rafter (Paco-Nalled) 10 PITCH: 3-16d Each Lap z Gelling Joist Laps Over Partitions (Face-Nailed) 10 PITCH: 3-16d Each Lap Collar Tie to Rafter (Toe-Nailed) 3 PITCH: 5-8d Per Tic ui (/) GENERAL NOTES : Collar Tie to Rafter (Too-Nalled) 10 PITCH: 2-8d Per Tie Q Blocking to Roof Rafter (Too-Nailed) 2-8d Each End Rim Board to Rafter (End Nailed) 2-16d Each End THE DEVON PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE WALL FRAMING RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, NUMBER OF TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM H15 WORK. JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 (� Top Plate to Top Plate (Foto-Nalled) 2-16d I Per Foot S; 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side CONSTRUCTION, A CONDITION EXISTS WHICH DI5AOREE5 WITH THE PLANS, THE CONTRACTOR Stud to Stud (Face-Nalled) 2-16d 24" oz. q) (� SHALL STOP WORK AND NOTIFYTHE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR Header to Header (Face-Nailed) 16d 16" o.c. Along Edges FAIL TO FOLLOW THI5 PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL A55UME Top or Bottom Plato to Stud (End-Nailed) 2-16d Per Stud q) ALL RESPONSIBILITY 4 LIABILITY ARI51N6 THEREFROM. Bottom Plate to Floor Joist,Band 015t, 2-16d 1,2 Per Foot v �" 2. DE51ON PROFESSIONAL 15 NOT IEN6A6ED FOR SUPERVISION IN ANY CAPACITY UNLE55 End oist or Blocking (Face-NailedT QR Y OF 111 NOTED OTHERWISE. FLOOR FRAMING L.ANn NOW AN �`�RANSPOI�,TATION AUTHORITY 3. HOMEOWNER AND/OR CONTRACTOR 15 RESPONSIBLE FOR ALL REQUIRED INSPECTIONS NUMBER OF �� MTROt'OL\ \SLAND RA\L ROA1� t \• O DURNIN6 THE COURSE OF CONSTRUCTION. JOINT DE50RIPTION COMMON NAILS NAIL SPAGIN6 I ON`s V a 4. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL Joist to 5111,Top Plate or Girder (Toe-Nailed) 4-8d Per Joist CODE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Bridging to Joist (Toe-Nailed) 2-bd Each End ��,��`/1 �. � `^�`` L) TO SAFELY SUPPORT ALL LOADS, INGLUDIN6 DEAD LOADS, LIVE LOADS, ROOF LOADS Blocking to Joist (Toe-Nailed) 2-8d Each End ,r x. ��w w m§ SNOW LOADS, WIND 4 SEISMIC LOADS PER CODE SECTION 8301. Blocking to 5111 or Top Plate (Too-Nailed) 3-16d Each Block + Y. �^� 13 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED 4 INSURED ELECTRICIAN. Ledger Strip to Beam (Fano-Nailed) 3-16d Each Joist 1350.93 \.X� �„i r"✓�� .� / j1 3 ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL Joist on Ledger to Beam (Toe-Na►led) 5-8d Per .lout „ ,� /'��Y"f�l �� "� " � ,��lJ O_ o` Q Band Joist to Joist (End-Nalled) 3-16d Per Joist r X�^�� x-�' r I FIRE UNDERWRITERS AND HAVE WORK NSPEGTED BY SAME. 4�U39 30 n - _ Band Joist to 5111 or To Plato (Toe-Nalled) 2-16d I Per Foot �, r� rV� ~ �-�' V5 6. ALL PLUMBING WORK SHALL BE INSTALLED BY A LICENSED 4 INSURED PLUMBER. ROOF SHEATHING �� `' v�T, �"' - � �D 7. APPLY FIRE PROOF GAULKINO AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE r, d 4"� ' -- --� �,�r-� `' "'J REQUIRED ON DOORS WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. r�rti 'CJ' J' NUMBER OF _- . a, 10 �s CV 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6X. -" "' a! t ' .`�' ~"�'� �'~'�k1 `� p"p\DP`s 'C� N OTHERWISE. Structural Panels ~ l�\t\L��t+ O� ?.'. C q. DO NOT 50ALE DRAWIN65. Interior Zone Location ad 6" Edge/12" Field �� 10. ALL LUMBER 4 PLYWOOD MUST BE GRADE STAMPED. Perimeter Zone, Location 6d 6" Ed e/6" Field � p 11. FLOOR, GEILIN6, ROOF JOISTS, I'-LEADERS d WALL STUDS TO BE DOUG. FIR #2 WITH A MIN. Gable Endwall Rake or Rake Truss w/ ad 6" Edge/6" Field � r' � � � C) Edge/6" z o fb=825 s.l. up to I' overhang 'f� � 12. WHERE HEADERS ARE NOT SPECIFICALLY GALLED OUT ON PLANS, PROVIDE HEADERS Diagonal Board Sheathing DOOR ARCHWAY ETC. OPENINGS A5 PER THE HEADER SCHEDULE f"xb or I xb 2-bd Per Support - OVER ALL WINDOW, 13. ALL HEADERS 6 OR LARGERI"xl5" or Wider 3-bd Per Support MUST HAVE DOUBLE SUPPORT 5TUD5. ort "e 'er• �J'� �$ 14. ALL INTERIOR PARTITIONS TO SEAR ON DOUBLE FLOOR JOISTS. GE I L I NO SHEATH I NO - 15. ALL FLOOR OR GEILIN6 J015T5 WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER NUMBER OFI MEMBERS ARE TO BE INSTALLED WITH J015T HANOER5. JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 APROX. 15'x35' INTERIOR v t �� + 002 00 w S�P,I E OF 16. SOLID BLOGKIN6 15 TO BE INSTALLED IN FLOOR SY5TEM5 BENEATH ALL MODIFICATION EXISTING "Ci S3$ Pt1JR Ad /y sum Wallboard 5d Coolers T' Ed a/10" Field ✓ ,L STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, r TO REMAIN '` OF BEAMS, OR OTHER MEMBERS BELOW. WALL SHEATHING 17. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL I.qE SERIES (OR EQUAL). . ,� FOAM D\-D m i LAMINATED LUMBER TO BE FULL. SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, NUMBER OF c \,.\ OR S (n 14 pe _ T. NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH JOINT DESCRIPTION COMMON NAILS NAIL SPAGIN6 C ' _ O W NO OF �' 'I I r up.11DE TOyyN a , E,W„�. �CH CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC Structural Panels o PROTECTION Interior Zone Location 8d 6" Edge,/12" Field ALL AROUND BEAM POCKETS. 'MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS Perimeter Zone Location 8d 6" Edge/12" Field PER MANUFACTURER'S SPECIFICATIONS. i Fiberboard Panels l X NAI.EN 18. ALL 5KYL16HT OPENIN65 ARE TO BE DOUBLE FRAMED WITH 1015T HANGERS. 1/2" 11 ga.goly.roofing nail 3" Edge/6" Field ,�4.q0' la. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS 25/32" 11 ga.galv.roofing nail 5" Edge/6" Field .. 1 3 OF AGI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (Ft, 3500). Gypsum Wallboard 5d Coolers T' Edge/lo" Field �, x o5g'00 REINFORCING STEEL SHALL CONFORM TO A5TM A615 GRADE 60. 2 Hardboard 8d 6" Edge/12"Ma Field F04r,,E S3$ � 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED 6RANULAR SOIL OF Particleboard Panels ad (As Per Manufacturer) nal Board Sheathing 1.6' } CST 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED 501L CONDITIONS VARY D►ago f"xb" or I"xb" 2-bd Per Support CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDIN6 I"xl0" or Wider 3-8d Per Support WITH ANY MORE WORK. FLOOR SHEATHINO 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS d ONE ON EACH FLOOR LEVEL INGLUDIN6 BASEMENTS INTERCONNECTED 7HROU&HOUT BUILDING. 22. KITCHENS 4 BATHS TO HAVE EXHAUST FAN5 AS FER N.Y.5. BUILDING CODES. JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 23. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOI5T, ETC,. CAVITIES TO BE Structural Panels _ INSULATED. I" or Less 6d 6" Edge/12" Field 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATE? 6LAS5. ANY DOOR OR WINDOW Greater than I" loci 6" Edge/12" Field WITH 6LAS5 LE55 THAN 18" ABOVE FLOOR, THE 6LA55 15 TO BE TEMPERED. via anal Board Sheathing Z Q 25. OPENIN65 FOR EMERGENCY U5E SHALL INCLUDE DOORS OR OPERABLE PARTS OF 1'x6" or 1"x6" 2-5d Per Support Q WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED E6R.E55 TO LEGAL OPEN SPACES. PxIO" or Wider 5-5d I Per Support ..] Q SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMEROENGY 4 SHALL HAVE A Nailing requirements are based on wall sheathing nailed 6 Inches on-center at panel edge. 0- Q MINIMUM AREA OF 5.7 50. FT. WITH A MINIMUM HEIGHT OF 24" 4 A MINIMUM WIDTH OF 20" If wall sheathing is nailed 5" on-center at the panel edge, to obtain higher shear capacl ies, I I �- WITH BOTTOM OF OPENINC75 NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL nailing requirements for structural members shall be F fdoubled, or alternate connectors,such _0 1 F2 I--AN c�GI�L NT.5. 500 F lf O F wol�� Q 'j ABOVE GRADE STORIES. (FIR51' FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 as shear plates,shall be used to maintain the load path. _I CIL 50. FT. OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. When wall sheathing Is continuous over connected members,the tabulated number of nails 1. MAINTAIN EX15TINC-) FINI51ED INTEFIOI� MODIfIGATION 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER INTERNATIONAL shall be permitted to be reduced to I-16d nail per foot. Z. MAINTAIN EX15TINC�WALK IN 1�OX I?�1=I?16�I�ATOIz RESIDENTIAL CODE AND PROVIDE REQUIRED E&RE5S BEFORE UTILIZING IT AS LIVING w U 3, MAINTAIN EXI5TIN6 UTILITY GL �T 05 w w 27. INTERIOR FINISHES A5 PER OWNER/BUILDER AGREEMENT. _ .1., REFLEGTI\/E WHITE 4, MAINTAIN EX15TIN612001= OVf_F FOI2CH U) z 5, MAINTAIN EXI5TIN6 KFI6ATION WATf_F FUMF' J U -� ALLOWABLE DEFLECTION OF HEADER 5GHEDULE REFLECTI\IE FANTONE # 14a Q Q 0 STRUCTURAL MEMBERS ALL MATERIAL FOR WOOD FRAMING TO (PER TABLE 8301.1 OF IRC) HAVE A MINIMUM fb OF 625 P.5.1. THE CONSTRUCTION TYPE Ax STRUCTURAL MEMBER ALLOWABLE NOMINAL LUMBER SIZE: SPANS: W a) LO � _ DEFLECTION (2)2X8 UP TO 4'-0" GLASS I F I CATI ON OF THE Z a M Lr) m RAFTERS HAVING SLOPES GREATER THAN L/180 A s PITCH WITH NO FINISHED CEILIN65 (2)2X10 4'-0"TO 6'-0" 5TRUCTURE UNDER 1 BC ^ 04 CV '_ ATTACHED TO RAFTERS (2) 2X12 6'-0"TO b'-0" INTERIOR WALLS t PARTITIONS H1160 (2) 1 5/4"X11 1/4" LVL b'-0"TO I0'-0n SEGTI ON 602 "L "�_ M 6NQ. POSTS SHALL BE 4X4(NOMINAL) 6 w FLOORS L/36o DIAMETE W � � W ^ O M r- GEILIN65 WITH BRITTLE FINISHES V360 NOTE: ALL SIZES GALLED OUT ON ANY OF ,+,,, CO M THE FOLLOWING DRAWINGS WILL SUPERGI-DE `: 2 ALL OTHER STRUCTURAL MEMBERS L/240 THI5 50HEDULE. EXTERIOR WALLS, WITH PLASTER H/360 O Z O OR STLkrW FINISH EXTERIOR WALLS, WIND LOADS WITH H/240 p Q C X - OTHER BRITTLE FINISHES W I- 0 LM w EXTERIOR WALLS: WIND LOADS WITH L/120 FLEXIBLE FINISHES C W EXTERIOR WALLS, WIND LOADS WITH L/160 C FLEXIBLE FINISHES,INTERIOR 6YmM J BOARD FINISH LINTEL5 5UPPORTIN6 MA50NRY WALL5 L/600 FLEXIBLE FINISHES (n 0 NOTE•L - SPAN LEN6TH LU (6 H - SPAN HEIGHT ZQ U Z J m Z O CV TOP PLATE SPL I GE REQU I REMENTS ;O J (WFGM TABLE 5.21) CO BUILDING MINIMUM SPLICE DIMENSION (FT): LENGTH (FT): w 12 5 1/2 ' U I6 6 STROKE LJ 1:4 � Q Cj LQ 28 10 AUG 2 3 2022 QC 32 13z BUILDING s lu';,,old Town 56 14 (Tanning Board w 40 Ig STANDARDS AND CODES ! �- Z = (� DESIONATION FOR STRUCTURAL MAINTAIN LE ALIZATl01� NOTES (0Z 50 20 NOTE: O U Y d O 60 24 COMPONENTS THAT ARE OF THESE DRAVNGS ARE TO MAINTAIN / LEGALIZE EXISTING CONDITIONS AS BEST THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF O J Z 0 -� z AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES o6 -j 75 J O 70 28 TRU55 TYPE GONSTRUGTI ON COULD BE DETERP,II►QED BY A �9aUAL ArdD '�Cid-INVASIVE WALL IIdSPECTIO^,. WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: w U W c 80 32 "F" FLOOR FRAMING, INCLUDING �; Z } H U) MICHAEL L.McCORMICK cts II I' GIRDERS AND BEAMS r STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 c 1 Q 1. TABULATED SPLICE LENGTHS TOPE ATE T TOP CONCEALED AREAS ARE AS AIED TO BE CONSTRUCTED AS PER ACCENTED o �" w cn = PLATE CONNECTION SHALL NOT HAVE MORE THAN R ROOF FRAMING C + 2-16d NAILS PER 6 INCHES "FR" FLOOR AND ROOF FRAMING r ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. O �-- 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING CONSTRUCTION Iv1ETHODS AND PRACTICES. Y `- 100 S.PERSHING P.O.BOX 110 MORTON IL 61550 w U O LOCATED IN EXPOSURE B OR G Q to PHONE 309-263-4105 O iii � p 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE SAMPLE - T I TLE 1�I NYCRR PART 1265.4 a Q U) o z MATERIAL PLACE ENO I NEERED WOOD PLACARD ON IIJFORI,►ATION IS BASED ON' PHYSICAL NON-INVASIVE VISIBLE EVIDENCE Q W z �' � � PLANS APPROVED DATED:JAN 21,2013 OR ADJACENT TO ELECTRICAL METER BOX. IrIFORi,�ATIOPJ OBTAINED FROG" HO�IEO�.'NEP, OR CONTRACTOR. Q J a 77 w F- 0 6N M v CV A) N 0 W 1— O z U) 90'-0" < 21'-10" 53'-2" 6" 6" � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , m U G EXISTING BARN DOOR N AS PER ORIGINAL APPROVED PLANS DATED 1-21-13 EXISTING R-21 BATT INSULATION r EXISTING CEILIN13 MOUNTED EXISTING WALL CONSTRUCTION p GAS HEATER BY "SPACE-RAY' ' 2x6 STUD FRAMING IVITH 1= o ------INSTALLED PER MANUFACTURE SPEC 2x4 NAILERS ON EACH SIDE �- FLUROFLEX 1000 HI-RIB STEEL ' AS PER REVISED PLANS DATED EXISTING CEILING MOUNTED ' C) EXISTING ROOF CONSTRUCTION I w m AS PER REVISED PLANS DATED 5-8-13 GAS HEATER BY "REZNOR" 'N o R 2 5-8-13 INSTALLED PER MANUFACTURE SPEC Z i Q 0 _DO ' j N� X15TINC� N z R-30 BATT INSULATION �}, I z 3 ® I/A�I V " EXISTING BARN DOOR 0 V)o w EXISTING SLAB 6 P.C. ON 4 AS PER ORIGINAL APPROVED PLANS N w=, , COMPACTED BASE PER ORIGINAL DATED 1-21-13 O CC) V) APPROVED PLANS ; Z O� DATED 1-21-13 o L6 S.D. EXISTING R-21 BATT INSULATION �x EXISTING ACCESS SCUTTLE ELECTRIC E or UTILITY PANEL 35'-4" �-(P �F �� 7'-9" 27'-7" 24'-0" � " PLYWOOD ABOVE CEILING JOIST z e` EXISTING 57" CLEAR ATTIC STORAGE ABOVE :2 ± Ar IRRIGATION WELL OFFICE FRAMING EXISTING 2x6 STUD FRAMING CONSTRUCTION THC ION R-30 BATT INSULATION ' ^ I a _ .. V ' EXISTING SLIDING t O c f E:V I��I'l! I5, EXISTING WALK-IN DOOR EXISTING 14'0" CEILING HT. - J i '�N L O ,/� Iry EXISTING 36x80 STOVE CHIMNEY - - - - EX 00 VST I I INSULATED DOOR THROUGH ROOF A.C. p UL LISTED A218 FAN R-21 ,BATT INSULATION ' ACCESS SCUTTLE , EXISTING INSULATED 5" WALL PANEL (3 OF WALK-IN STYLE REFRIGERATOR (n o EXISTING EYE LASH ROOF OVER ' Of (oEXISTING WOOD APROX. 24 x 17 X 12' HT. BURNING STOVE DOOR OPENING AS PER ORIGINAL INSTALLED AS PER MANUFACTURE o I APPROVED PLANS in cx 0 5T01�/G +:.::�°''.''r:: SPEC. o DATED 1-21-13 V) Z I EXISTING : . ' �= XISTING ® ' c� 36" HT COUNTER �'�` : :'` x ' z 0 EXISTING °f.y OFFICE X15TING - w ; z_ x �. 522 SQ. FT. I Z w Q W ALS IN ' �` N EXISTING z 8'-2" CEILING HT. Q ' L N= 13- K o VINPLANK FLOORING � X 2 SPLIT TYPE A.C. BRICK HEARTH YL I� ,I 0 .� N 220V/60 Hz a O V w ® m 18,000 BT L2UoD O o N EXI DOOR MODEBYSU18TS N z /!r LL' NN� � GYP BOARD CEILING XIST CONSTRUCTION /lJ o m /EXISTING INSULATED I OEXISTING IN ERIOR WALL woNG CONSTRUCTI N rCEILING PANEL � Q 2x4 STUD FRAMING WITH 1S D EXISTING 36x80 5T I Du Lf GYP BOARD EACH SIDE � �� INSULATED j GLASS DOOR - - - - 06 L0 ul) 7'-5" 27'-1 11z a M � GV I EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 c -.r.CSS 2 rM � CO DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG �_ � M I- EXISTING R-21 BATT INSULATION J '� (n W M O cocr EXISTING 36x80 XI 5T I N 6 EXISTING WALL CONSTRUCTION XI��" `r I N 3 O Z O C INSULATED GLASS DOOR - 2x6 STUD FRAMING WITH I *-' F 0, fOFG 2x4 NAILERS ON EACH SIDE F 0, f2oFom m Q c: X . U)o FLUROFLEX 1000 HI-RIB STEEL W E- O m c(s AS PER ORIGINAL APPROVED PLANS EXISTING TO REMAIN I_ N LL E o I DATED 1-21-13 5S8P 1R3 REVISED PLANS DATED o fl w cu Ob J 3'-10" 7'-11" C'13'-9" 39'-2" 13'-9" 7'-11" 3'-10" x o) O w I (n N co w (� ® EX R ER EX (2) 2x6 HEAD (2) 2x6 HEADER EX (2) 2x6 HEADER Z z B 9 _ _ _ _ _ _ _ _ _ _ _ 0_ _ _ EX 2) 2x6 HEADER _ m O N " ro J 10 -0 10 -0" 10 -0' VARRIES VARRIES VARRIES VARRIES VARRIES 10 -0' 5 a m} 29'-11" 56'-3" Q w EXISTING BARN FOOTING PLAN AS --�---� .w PER ORIGINAL APPROVED PLANS , __ - ( vO ' Q U DATED 1 — 21 - 13Q. AUG 2 �2z o I I-_So�ti�old Town Planning Board - w I AI ISI THIN / LEGALIZATION NOTES Z M goo NOTE: O () 0 z Y p O THESE DRAWIN'SS ARE TO 1,"AINTA1NI NG N'D FSS AS BEST THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF � --I Z 0 J z f LEGALIZE EXISTING CCS,' IT10 AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES 00 J O -I O ~ X00 FL-AN _ , „ 5�0 0 wol�� COULD BE DETER�!IKED BY A. \9SUAL AND NON-Ii IVASII,E 'r'jALL INSPECTION, WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: � w (1. 0 � W CV SGA�LE ; 1/4. 1 -O un z 1, MAINTAIN EXI5TIN6 fIN151ED INTEF101; MODIf10AT-ION MICHAEL L.McCORMICK 6 g 0 p' $,. ,, STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 2, MAtINTAN EXI5TINOWAI-r\ iN DOX KE1=l716E1?ATO17 COh10EALED AREAS ARE ASSMIED TO BE CONSTRUCTED AS PER 0CEPTED 1 o } w � _ MAINTAtIN EXI5TING UTILITY GL05ET CCNSTRUCTICti I,1ETHOGS AND PRACTICES. ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. O w Y � 100 S. PERSHING P.O.BOX 110 MORTON IL 61550 0Y 0 po r 4, MAINTAIN EXI5TING F001= OVEF FOFC H PHONE 309-263-4105 Q � p 5, MAINTAIN EX15TING IFFI6ATION WATE; rUM' „ Q � Q INFORI,�ATI011 IS BASED ONN PHYSICAL N,,1J14ASII E VISIBLE EVII)ENCE Q. U- � z PLANS APPROVED DATED:JAN 21,2013 W INFGRkaATI'011 OBTAINED FROV H0',EU,`dER CR CO'JRACT►R. Q o EXISTING COUPLA EXISTING CONTINOUS RIDGE VENT O '- +, Q '4 1 METAL ROOF ' I 1 1 I EX WOOD TRUSS ' 0 7'-6" 0.C. � PER ORIGINAL APPROVED PLANS ' DATED 1-21-13 ' � � 2 M I I ++ d AXI INCA 1 1 I Q 1 11 w I 1 O z I 1 I 1 Qj to R-30 BATT INSULATION c� Q EXISTING WALL CONSTRUCTION 1 1XISTINC� o 2x6 STUD FRAMING WITH EXISTING 14'0" CEILING HT. 1 1 °' 2x4 NAILERS ON EACH SIDE ATTIC FLUROFLEX 1000 HI-RIB STEEL AS PER ORIGINAL APPROVED PLANS EXISTING CEILING CONSTRUCTION ; ; if " PLYWOOD DATED 1-21-13 2x12 CEILING JOIST 0 126" O.C. WITH R-30 BATT INSULATION ; m� E X15TI I G I I GYP BOARD CEILING -q- EXISTING , , R-21 BATT INSULATION & WALLS v ~ DAIZN STOVE CHIMNEY EXING EXI NG EXISTING SLAB 6" P.C. 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CCNCEA.LED AREAS ARE ASSUMED TO BE CONST UCTED AS PER ACCEPTED Q w w CCIdSTFUCTION 1AETHODS AND PRACTICES. Y 5'[-16' INFCR,4ATIN IS BASE ON PHYSICAL NCN41,1VASIVE MSIELE EMENCE � Ir11F0RMAATIC'N OBTAINED FROV HOVE0V'IER OR CON RACTC'R. 4 CNI 0 o W EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTIN EXISTING EXISTING Q co NOTE: -] Z THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF O J Z c) z O EXISTING GRADE EXISTING GRADE AS BUILT, INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES O J O J O 0 11.-I I 1 I I I I I 1 I I 1 T' , WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: I w dy- W I ' I ' I I L } � N � 1 ' 1 01 ' 1 ' 1 ' 1 ' 1 01 ' 1 ' 1 ' 1 ' I MICHAEL L.McCORMICK O i 1 I ' STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 OI } � I 1 I 1 I 1 1 I 1 I , , LL. O I 1 1 1 1 I I 1 I 1 1 1 LL. 1 1 1 1 1 1 I 1 1 I I 1 rL „ r1r , r1r , r1r , r1r , r1r , r1r , r1r , r1r , r1r , r1r , rLy , O W W (n = ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. O (� � N Y F-- ' 100 S.PERSHING P.O.BOX 110 MORTON IL 61550 r O 1 PHONE 309-263-4105 Z p Q co p Q L L 1 J LILJ L L J L I L J L 1 L J L I L J L 1 L J L L J L L J L L J L L J L 1 J II^^ O ``zQ. ^^ V! V WF-5T 511 E E L.-EV AT I O N SCALE.'1/4"=1' PLANS APPROVED DATED:JAN 21,2013 g z m I W w 2 o0