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Home My WebLink About44099-Z of sooTyo`o Town of Southold * * P.O. Box 1179 {0 53095 Main Rd Ulm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46918 Date: 03/18/2026 THIS CERTIFIES that the building COMMERCIAL Location of Property: 8475 Cox Ln Cutchogue, NY 11935 Sec/Block/Lot: 83.-3-4.7 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/29/2019 Pursuant to which Building Permit No. 44099 and dated: 08/27/2019 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Warehouse building with office space as applied for. The certificate is issued to: North Fork Recycling Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C10-17-0010 9/11/2024 ELECTRICAL CERTIFICATE: 44099 9/30/2025 PLUMBERS CERTIFICATION: David Lee Fulton 12/16/2025 n AOA utho a Si ature pfS00TyOlo TOWN OF SOUTHOLD BUILDING DEPARTMENT G • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44099 Date: 08/27/2019 Permission is hereby granted to: Renewal Date: 08/29/2025 North Fork Recycling Inc PO BOX 982 Cutchogue, NY 11935 To: construct a warehouse building with office space as applied for per Planning and SCHD approvals. Premises Located at: 8475 Cox Ln, Cutchogue, NY 11935 SCTM#83.-3-4.7 Pursuant to application dated 07/29/2019 and approved by the Building Inspector. To expire on 08/29/2027. Contractors: Fees: Renewal Fee $1,857.00 Total $1857.00 inspector 7' TOWN OF SOUTHOLD ��o SUFFo�,��oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . i} SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44099. Date: 8/27/2019 Permission is hereby granted to: North Fork Recycling Inc 8475 Cox Ln PO BOX 982 Cutchogue, NY 11935 To: construct a warehouse building with office space as applied for per Planning and SCHD approvals. At premises located at: 8475 Cox Lane, Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-3-4.7 Pursuant to application dated 7/29/2019 and approved by the Building Inspector. To expire on 2125/2021. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $3,034.00 CO -COMMERCIAL $50.00 Total: $3,084.00 Bui or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. 'C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00/ Date. ?/`3011 New Construction: 1/ Old or Pre-existing Building: (check one) Location of Property: �y�� C'0X Z4, �y T Hamlet o�e ` House No. Street H Owner or Owners of Property:� �ne -SG ��LJ�� GUT7—SCr�P�_ C�✓SG�I eG:n �� Suffolk County Tax Map No 1000, Section Q.$.3 Block 3 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature oE so�ryQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Fork Recycling Inc Address: 8475 Cox Ln City: Cutchogue St: NY Zip: 11935 Building Permit#: 44099 Section: 83 Block: 3 Lot: 4.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Cali Electrical License No: 1022ME SITE DETAILS Office Use Only Indoor W Basement F Service Solar Outdoor I✓ 1st Floor Wo Pool r Spa r Renovation 1- 2nd Floor F, Office Generator Survey r Attic 1- Garage Battery Storage 1- INVENTORY Service 1 ph F Heat Duplec Recpt 23 Ceiling Fixtures 2 Bath Exhaust Fan 2 Service 3 ph I . Hot Water 30A GFCI Recpt 12 Wall Fixtures 3 Smoke Detectors 2 Main Panel 200X2 A/C Condenser 1 Single Recpt 4 Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe 2 Heat Detectors 2 Disconnect Switches 22 V LED 28 Exit Fixtures LA Other Equipment: Modine Heater(2), 50A Outlet(1), 30A Outlet(3), In Wall Heater(1), 200A Panel 40 Circuit/ 17 Used, 200A Panel 40 Circuit/20 Used, Mini split w/ (2) Blowerheads Notes: Commercial Garage & Office Inspector Signature: X Date: September 30, 2025 Sean Devlin Electrical lnspector sean.devlina-town.southold.nv.us 8475CoxLnCommercial Garage o�oSVF01 Town Hall Annex Telephone(631)765-1802 54375 Main Road Cm P.O. Box 1179 CO2 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. /4 Ll�C1 Owner: I WO-C ti 17—&-4L-1 (Please print) Plumber: Lzaz> L- ...:E- RX�141- �6-TFF riFi-ID)AB ua 1 I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to be ore me this day of r r6l, 20 J YODY A.STASN No.ujST507079 Qualilfid in Suffolk COUMV ExPires.ja,-L 6,20 Notary Public GL �(County 4 �aIF 50UTy� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. -T ]' OUNDATION 2ND [ ] INSULATION/CAULKING_ [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &`=CHIMNEY [ ] FIRE SAFETY'INSPECTION { ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION =. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O . REMARKS; I Svv iJ DATE INSPECTOR k1 OF SOUTyO� `+1 `�I Q ( �-�J}� LAJ # # TOWN OF SOUTHOLD BUILDING DEPT: co 765-1802 t INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ " ] FIRE SAFETY'INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ECTRICAL (R.OUGH) ELECTRICAL (FINAL)- [ CODE VIOLATION [ ] PRE C/O REMARKS: DATE 6 INSPECTOR 0ESoUlyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourma 765-1802 - - . A NS,PECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INS IOWCA�ING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (rA) V �l fw Sv m - -C-PA I�k 0-61,hewx (l(b r-ov t4 U&V, DATE 0 I INSPECTOR pF SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. comm,�' 631-765-1802 4qooR INSPECTION [ ] FOUNDATION 1 ST/ REBAR [XROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 0 w �umfVI� D • 44� znl_10 ow DATE INSPECTOR OF SOGlyolo Lk H V l l -7 j c - ----- - - o N TOWN OF SOUTHOLD BUILDING DEPT. 'oulmN 631-765-1802 INSPECTION- FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: /Llr ric DATE INSPECTOR 0FS0UTyOlo N&-tk -f" '0-4cvct� - --- --- ---- - - - -- --- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE &CHIMNEY [ IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: itlz� �-e�-wt�,..lb o� 5�-a�e,��av�►S DATE ILA LZ6�_ INSPECTOR GK'^" �. ho�aOE SOGIyo� f �c # # TOWN OF SOUTHOLD BUILDING DEPT �ou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 'JAELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE G 1L5 INSPECTOR ----- oFsouryOlo fire- * # TOWN OF SOUTHOLD BUILDING DEPT. couNr+,��'' L4gog9 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE l 6 6 Uzs' _INSPECTOR,---�,,� 2 6-CYGOA �.'�tlFii3l��7 Alf 'h: TOWN OF SOUTHOLD-FIRE MARSHAL �zf t , 54375 MAIN ROAD P. O. BOX 11791 SOUTHOLD,NY 11971-0959 �.' OFFICE (631) 765-1802 FIRE ALARM,SYSTEM GERTIFXCATEOF FITNESS'AND TESTING. WARNING: NOTIFY ALL OCCUPANTS„AND ANY AGENCIES WHO,MIGHT RESPOND BEFORE TESTING SYSTEM.. FAILURE TO D,O S AVRESULT IN LEGAL ACTION AGAINST THE INSPECTOR. . ESTABLISHMENT NAME: DATE: ADDRESS:_ Yx.G __ _.g3- .. ......_., FIRE DISTRICT�r3 1 V. ..._... NAME OF OWNER/AGENT S PRESENT: f HAS OCCUPANCY CHANGED SINCE LAST VISIT'?'� 1. Sf�� YES❑NO❑ NATURE OF INSPECTION/TESTING/MAINTENANCE: NAME OF CENTRAL STATIO �� r PHONE#TO CENTRAL STATIO ;j JGv. , � TYPE OF SYSTEM:MANUAL❑AUTOMATIC❑VOICE EVACUATION❑OTHER❑CENTRAL STATION❑REMOTE❑PROPRIETARY❑AUX❑ LIST ANY/ALL DEFICIENCIES: /U- ,r / WERE THESE DEFICIENCIES CORRECTED'?YES❑NO❑IF NOT,WHY'? CERTIFICATION: I,,AN EMPLOYEE OF THE INSPECTING,I+IRM.LISiEO'BELOW',b0 HEREBl`CERTIFY THAT-THE ALARM SYSTEivI DESCRIB A - ABOVE, S INSPECTED IN ACCORDANCE,WITH THE APPLICABLE PORTIONS,OF NFPA 72(2016 VERSION),PARTICULARLY CHAPTER 7 AS WELL A5 ,' .,TABLE:10'.4.3,&SECTION,10.6.2 OF NFPA 72. TI-IIS CERTIFICA. l(jN DOES"NOTIMPLY T11AT,ITEMS REO,UIRING-DAILY,W,EEKLY,-1,yLONTHLY` OR ' QUARTERLY INSPECTION OR TESTING WERE PERFORMED ATTHE SPECIFIED INTERVALS;BUT DOES IMPLY ALL SUCH ITEMS WERE';INSPE&tb OR TESTED?AND APPEAR TO FUNCTION,AS NOTED IN THIS CERTIFiCATIONIAT ME:THE TI OF IN$I?ECTION.,I CERTIFY THAT TIIIS,INSPECTION I3AS D3EEN PROPERLY GONDUGTED'AND_ALL,OF THE t1BOVE STATEMENTS AR>;TRUE AND CORRECT30 THE-BEST OF MY KNOWLEDGE., , INSPECTING FIRM INFORMATION COMPANY NAME�5S e ~yr^ NYS LICENSE NUMBER: COMPANY ADDRESS:f..b7�..1� /u PIIONE: CP �:`_..C.7`.J•.....A► ..., � INSPECTOR'S NAME: �j �/ � SIGNATURE DATE: �r _ . ORIGINAL COPY WITH SIGNATURE IS TO BE SUBMITTED TO THE TOWN OF SOUTHOLD FIRE MARSHAL. A COPY IS TO BE LEFT ON SITE AT THE FIRE ALARM PANEL. OFFICE USE ONLY: DATE RECEIVED 09/10/2025 16:47 ID:25 MICHAEL Customer Activity Report All Activity Include Test Signals Northfolk Sanitation Customer ID: CLSS0015 09/10/2025 00:00:00 Thru 09/10/2025 23:59:59 [Customer's Local Time Zone] CLSS0015 Northfolk Sanitation 8475 COX LANE (631) 724-7221 CUTCHOGUE NY 11935 Date Day Time Log Description 09/10/2025 Wed 10:02:07 PERIODIC TEST(System: 1 Area: 1) 15:54:49 Contact Password Verified(ROGER SIEJKA) 15:55:17 Temp On Test-Entered ID: 1103953- 15:55 to 17:55, 10 Sept-Whole'Customer Reason: 'ROGER' 15:55:17 Temp On Test-Started ID: 1103953- 15:55 to 17:55, 10 Sept-Whole Customer Reason: 'ROGER' 16:23:51 FIRE ALARM'SMOKE SOUTH' 16:24:17 FIRE ALARM'SMOKE BATHROOM' 16:24:33 FIRE ALARM'SMOKE OFFICE' 16:24:40 FIRE ALARM SILENCE(System: I Area: 1 Zone: 971) 16:24:46 FIRE ALARM SILENCE(System: 1 Area: 1 Zone: 970) 16:25:01 FIRE ALARM SILENCE(System: 1 Area: 1 Zone:971) 16:25:07 FIRE ALARM SILENCE(System: I Area: 1 Zone: 970) 16:25:29 FIRE TROUBLE'SMOKE OFFICE' 16:30:30 FIRE ALARM'SMOKE NORTH' 16:30:48 FIRE ALARM SILENCE(System: I Area: 1 Zone: 971) 16:31:10 FIRE ALARM SILENCE(System: I Area: 1 Zone:970) 16:40:11 FIRE ALARM'PULL STATION' 16:40:15 FIRE ALARM SILENCE(System: 1 Area: 1 Zone:971) 16:40:37 FIRE ALARM SILENCE(System: I Area: 1 Zone: 970) 16:41:42 FIRE ALARM'PULL STATION' 16:42:04 FIRE ALARM SILENCE(System: 1 Area: 1 Zone: 971) 16:42:09 FIRE ALARM SILENCE(System: 1 Area: 1 Zone: 970) Customer Activity Report Page 1/1 NOTES, i HO 1-3-8 HO 1-3-8 SL 9-0-14 7-0-0 1-8-9 7-8-8 7-8-8 7-8-9 7-0-0 9-0-14 EP 8-7-3 - 15-2-13 22-6-11 29-10-8 37-2-5 44-6-3 51-1-13 59-9-0 TCi --8--3--. .. ..._._6-?-10_--_.i_....__.._-_7-3-14 J_—-7=3-.13_...-.-.i _-7-3-13_ _ i --7--3-14--=---6-7-10 ..__......_..._._.-..........._..... 8.-�.=3.._.....- _ SL' 16-0-14 15-5-0 --15-5-0 16-0-14 EP- 15-2-13 29-10-8 44-6-3 59-9-0 TC;,_.„__...._.,_._._. 15-2-13 14-7-11 14-7-11 15-2-13 #11.25x15 SL 31-5-14 D r- 3.965i- - 3.965 Crown 0-0-8 B,F #7.5x10 #7.5x10 C \ E T2 T3 #11.28x12.5 W6 \ 11.25Px12.5 11-3-0 r W4 W71 W8 W9a;<. #2.5x5 #2.5x5 2-5-4J 4.03rj li.-P WS W10 Wll 4.036 &}.8G-MN18-11.25x12.5 2 W3 \18G-MN18-11.25x12.5 W12 W13 gym, A G Wl ro` G Bl -1 % #18G MS18-7x16 H ��- N #8.75x8.75 #8.75x8.75 M B2 -`- O #6.25x8.75 #6.25x8.75 L F18G-MN18-11.25x15 #6.25x8.75 S2 S1 #6.25x8.75 &18G-MN18-11.25x15 #18G-MS18-7xl6 #18G-MS18-7x16 -'----'--'_.-_...�_._._....-'---------. _..------- _.__..__.....____..._-.-._._..........`-'---� _......-_._._..__..__._........._.-_.......-------------------- BCi 29-8-12 i 30-0-4 EPA 29-8-12 59-9-0 29-10-0 - 30-1-8 -- - `---...._..........................---'--- ......._._....�_,..._...._...._..--. SC; 9-3-4 i 7-2-2 7-10-13 5-4-9 �,W 5-4-9 7-10-13 - j- 7-2-2 '-"""-"""`�..._...................._.._9_3_4....._ 9-3-4 16-5-6 24-4-3 29-8-12 coo 35-4-13 43-3-10 50-5-12 59-9-0 9-3-10 7-2-7 7-11-2 5-4-13 MOM 5-4-13 7-11-2 7-2-7 9-3-10 �• o d e w_ O e Q-�NA(� • e'LL� EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR eyy • • T Scale:0.147"=1' MiT6kO Online Plus`' Job Mark Quan Type Span P1-Hl Left OH Right OH Si�:glcUrawi�tg 1290-60' RC--4116 4408040005909(3)(2) 1 Z3RC 590900 4.036 0 0 Online Pius"0 Copyright MiTekO 1996.2017 Version 30.0.069 Single Drawing per Page 5/1/201810:00:23 AM Page 1 .......... Job Mark .. Q an Type Span P1-H1 Left OH Right OH E119ineerilJg 6 444 1 Z3RC 590900 4.036 008040005909(3)(2)!�90-60F RC 4_11T I HO 1-3-8 Ho 1-3-8 15-2-13 ......................................... 14-7-11 14-7.-1 -2-1.................... ................. ..............1._............................ .................. 15 3 i ....................................... #11.25x15 3.965F D 3.965 #7.5x10 I #7.5.10 T2 C E T3 #11.25x12.5 11.25xl2.5 B W6 F 11-3-0 #2.5x5 W4 W7 W13 Wq/ #2.5x5 WS W10 Wil Q......143.lb3tM16-11.25x12.5 TI W3 T4 tF--- W12 13 AW W1 G H B1 N 48.75x8.75 #8.75x6.75 M B2 0 #6.25x8.75 #6.25x8.75 L #6.25x8.75 S2 #18G-MS18-7xl6 S3.#6.25x8.75 &18G-MN18-11.25xl5 #18G-MS18-7x16 #10G-XS18-7xl6 &18G-MN18-11.25xl5 ............................. .......... .......... BC 29-8-12 ---------- EXCEPT AS SHOWN ALL PLATES ARE MR2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.110" 1' MiTekO Online Plus' APPROX. TRUSS WEIGHT: 708.3 LBS Online Plus Version 30.0.069 C -D 0.36 13335 C 0.28 0.08 Q# MN20 2.5x 5.0 Ctr Ctr RUN DATE: 02-MAY-18 D -E 0.36 13334 C 0.28 0.08 G MN18 11.2x12.5-7.7 2.4 E -F 0.54 15673 C 0.38 0.16 0# MN20 6.2x 8.8 Ctr 0.6 Southern Pine lumber design F -Q 0.77 15299 C 0.37 0.40 S2#MS18 7.Oxl6.0 Ctr .ctr values are those effective Q -G 0.75 15679 C 0.38 0.37 N# MN20 6.2x 8.8 0.6 0.7 06-01-13 by SPIB//ALSC UON --------Bottom Chords--------- K# MN20 8.8x 8.8 Ctr 0.7 CSI -Size- A -0 0.94 14630 T 0.60 0.34 1# MS18 7.Oxl6.0 Ctr-0.2 TC 0.77 2x10 SP-2400f-2.OE 0 -S2 0.97 15279 T 0.63 0.34 H# MN20 8.8x 8.8 Ctr 0.7 BC 0.97 2x 8 SP-2400f-2.OE S2-N 0.94 15283 T 0.63 0.31 M# MN20 6.2x 8.8-0.6 0.7 WB 0.84 2x 6 SP-#1 N -K 0.60 13383 T 0.55 0.05 S1#MS18 7.0x16.0 Ctr Ctr 0.65 2x 4 SP-#1 K -1 0.48 11256 T 0.46 0.02 L# MN20 6.2x 8.8 Ctr 0.6 P -0 0 -B B -N N -C I -H 0.48 11256 T 0.46 0.02 K -D I -D D -H E -M H -M 0.60 13383 T 0.55 0.05 # = Plate Monitor used M _F F -L L -Q M -Sl 0.94 15275 T 0.63 0.31 Placement Tolerance Used 0.12 in. WG --- 2x 8 SP-#1 Sl-L 0.97 15270 T 0.63 0.34 L -G 0.94 14629 T 0.60 0.34 REFER TO ONLINE PLUS GENERAL Brace truss as follows: -------------Webs------------- NOTES AND SYMBOLS SHEET FOR O.C. From To P -0 0.01 73 T ADDITIONAL SPECIFICATIONS. TC 24.0" 0- 0- 0 59- 9- 0 0 -B 0.65 780 C BC 90.01, 0- 0- 0 59- 9- 0 B -N 0.36 1291 C NOTES: N -C 0.37 2289 T Trusses Manufactured by: psf-Ld Dead Live C -K 0.84 2278 C Morton Buildings , Inc. TC 4.0 21.0 K -D 0.46 2831 T Analysis Conforms To: BC 2.0 0.0 1 -D 0.33 2020 T TPI 2007 TC+BC 6.0 21.0 D -H 0.46 2830 T Run vertical thru bottom chord Total 27.0 Spacing 90.01, H -E 0.84 2278 C Joint I Lumber Duration Factor 1.15 E -M 0.37 2280 T Plate Duration Factor 1.15 M -F 0.36 1285 C Fb Fc Ft Emin F -L 0.64 772 C NOTE: USER MODIFIED PLATES TC 1.00 1.00 1.00 1.00 L -0 0.01 72 T This design may have plates BC 1.00 1.00 1.00 1.00 selected through a plate TL Defl -1.7411 in K -1 L/406 monitor. Total Load Reactions (Lbs) LL Defl -1.221, in K -1 L/579 Max comp. force 15682 Lbs it Down Uplift Horiz- Hz Disp LL DL TL Max tens. force 15283 Lbs * 6050 it A 0.541, 0.2311 0.771, Connector Plate Fabrication * 6050 Shear // Grain in A -A 1.00 Tolerance - 10% This truss is designed for a it Brg Size Plates for each ply each face, creep factor of 1.5 which A 5.511 PLATING CONFORMS TO TPI. is used to e total G 5.51, REPORTS: ICC-ES ESR-3080 load deft Plate - MM20 Ga, Gross Area Rk LC# 2 Dead Load Check Plate - MN18 Ga, Gross Area Dur Fctrs - Lbr 0.90 Plt 0.90 Plate - MS18 Ga, Gross Area 0 • VS U r.?0 plf - Dead Live* From To Plate - MT16 Ga, Gross Area 0 • TC V 30 0 0.01 59.81 it Type Plt Size X Y < BC V 15 0 0.01 59.81 A MN18 11.2xl2.514.3 2.4 P# MN20 2.5x 5.0 Ctr Ctr 60 Membr CSI P Lbs Axl-CSI-Bnd B# MN20 11.2xl2.5-0.8 2.4 --Top Chords---------- C# MN20 7.5x10.0 Ctr Ctr A -P 0.75 15679 C 0.38 0.37 D# MN20 11.2xl5.0 Ctr 0.4 P -B 0.77 15299 C 0.37 0.40 E# MN20 7.5x10.0 Ctr Ctr ` •?g. I�>1��1�� B -C 0.54 15682 C 0.38 0.16 F# MN20 11.2xl2.5 0.8 2.4 Online Plus-0 Copyright MiTek,&1996-2017 Version 30.0.069 Engineering-Portrait 502018 10:00:22 AM Page 1 C) .0 From: William Kelly WILLIAM.KELLY@mortonbuildings.com Subject: North Fork Recycling Date: August 13,2019 at 7:06 AM To: Dan Butler daniel@butler-ae.com Dan, - Attached is PDF of plans and not below from Southold Town Permit Examiner. Can you provide items 4 & 6 Please advise [� I ��1, `'L17-3 s { J Bill Kelly + 631-235-9841 AUG 21 2019 4 nrPT. Hi Bill '-(")777 Sk"AJ-1—371 Cal-D I just reviewed the plans for NF Recycling. The following items need to be added to the plans: 1- Service sink required , 2- Provide total occupant load of building 3- Must label each bathroom with female and male sign unless the occupant load is 15 or less in the whole building 4- Provide locations of CO/smoke alarms 5- Provide ABC fire extinguishers and show locations 6- Provide exit signs & emergency lighting 7- Will the warehouse portion be conditioned? If so, what type of heat? The R- value should be at least R-38 in the ceiling, not R-30. If it's not conditioned, then obviously the R-value doesn't matter. Please provide 4 sets of any page that is revised. You mail email me the revision before you have them stamped. I will be out of the office from Friday, August 9th and return Tuesday, August 20th so this will give you some time to get the revisions. Thank you! Amanda Nunemaker Building Permit Examiner 128088851 CCD 06-26-19..pdf FIELD INSAECTION REPORT DATE COMMENTS FOUNDATION(IST) y -------------------------------- FOUNDATION (2ND) wv 0 ROUGH FRAMING& y JJ PLUMBING INSULATION PER N.Y. y STATE ENERGY CODE 1rA SVA ✓� FINAL1 r 1 � ADDITIONAL COMMENTS l fq - I / ,Zo V( j Z cz 9 2 ZS F%t sx la ee-A'L- 'otim i m1b or Q.1pYh �.f IN c{L . l 0 z o d O � TOWN Old' SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,204 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20_U Mail to: Disapproved a/c Phone: Expiration 320 Fr BWM& Spector J U L 2 9 2019 APPLICATION FOR BUILDING PERMIT Y. .-� .,,. Date 7_ — ��( , 20 }' J I'�' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until.the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectioAu(Sig�KJ /o9rppK1Z-J'n/tor name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises alp:lw &u� V&4Azd , A (As on the tax rolf or latest deed) If applicant is a corporation, signature of duly authorized officer. (N 1 e of corporate officer) Bu' rs License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ,Sg75 cex W 4S769bqL*— House Number Street Hamlet County Tax Map No. 1000 Section '2j75 Block Q,Z_> Lot-7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy � ��-� Fc)a-t I b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition lte ati�en� Repair Removal- Demolition Other Work , ''ll,,.��,_ (Description) 4. Estimated Cost '`lG�,, ) Fee (To be paid on filing this application) 5. If dwelling, number of dwellin Number of dwelling units on each floor If garage, number of c 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures ront ear epth Height Number of Stories Dimensions of same �cturewith alterations or addi ' : Front Rear Depth Height Number of S ies_ 8. Dimensions of entire new construction: Front /'qd Rear Depth �3 0 Height 22,' &A Number of Stories ep f,t r,, 9. Size of lot: Front '�S`�( Rear 71 .S3 Depth �^ 10. Date of Purchase ame of Former Owner 11. Zone or use district in which premises are situated �. - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-\/-- 13. Will lot be re-graded? YES NO�_Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Ill. AddressGl-fGi� ` Phone No. Name of Architect A 5 0 Address Phone No -!Zq-4lJC,C) Name of Contractor WLamm 1, -12!�T_Address Phone No. C'�>1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY PE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OP5U V-4-UL—Z-AU being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, D.BUNCH i �`_�;;4�(S`111:'rf{:,�.ic'!t�'G o:i�•l'� a Cjffi (S)He is the. (Contractor gent orporate Officer, etc.) 7 Y ! '•9.. I1'I. of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ �� day of 20 Ltn-"VV-'1P -bllt:& Notary Public ignat of Afilicant . 4 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex SOUTjyO P.O. Box 1179 54375 State Route 25 O l0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 cn �c www.southoldtownny.gov o�yCOUNTi,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 9, 2019 JUL 2 9 2019 FDZYi;T � o'DF-" a s Mr. William Kelly r; i°� J:a �. 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approval — Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 8, 2019: WHEREAS, this Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office'use attached to a 1 Y-story 6,000 sq. ft. building for warehouse space and no basement,with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS, the Town Board of the Town of Southold approved the permit fora Transfer Station Permit pursuant to Chapter 233 of the Town Code on October 28, 1994 with twenty (20) operating conditions; and WHEREAS, on March 30, 2017, William Kelly, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on April 24, 2017, the Planning Board found the application incomplete for review and required certain information to be submitted; and WHEREAS, on May 1, 2017, William Kelly, authorized agent, submitted required materials and revised site plans for review; and North Fork Recycling Page 2 April 9, 2019 WHEREAS, on May 8, 2017, the Planning Board accepted the application as complete for review; and WHEREAS, on May 8, 2017, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds'of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on May 10, 2017, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on May 19, 2017, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on May 19, 2017, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on May 24, 2017, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on May 31, 2017, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on May 31, 2017, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an act for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on May 31, 2017, the Southold Town Engineer reviewed the proposed project and provided certain recommendations that were incorporated into the site plan to ensure all drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 5, 2017, a Public Hearing was held and closed; and WHEREAS, on June 28, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies; and WHEREAS, on July 13, 2017, the Planning Board required certain information be provided by the applicant prior to the Board completing their referral review and SEQRA analysis; and WHEREAS, on July 21, 2017, William Kelly, authorized agent, submitted certain materials for review as required; and North Fork Recycling Page 3 April 9, 2019 WHEREAS, on October 11, 2017, William Kelly, authorized agent, submitted a renewed New York State Department of Environmental Conservation (NYSDEC) permit, as required, to operate a transfer station receiving a maximum of 290 cubic yards per day of construction and demolition debris (C&D) and other non-putrescible waste, #1-4738- 00899/00003 that expires September 28, 2022; and WHEREAS, on October 11, 2017, William Kelly, authorized agent, submitted proof of filing to the Suffolk County Department of Health Services (SCDHS) as required; and WHEREAS, on December 19, 2017, William Kelly, authorized agent, submitted certain information and materials for review as required; and WHEREAS, on May 10, 2018, the Suffolk County Water Authority (SCWA) provided a letter of water availability that expires May 1, 2020; and WHEREAS, on July 9, 2018, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, at their Work Session, held on July 9, 2018, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations were met with exception of approval from the Suffolk County Department of Health Services (SCDHS) and the submission of final site plans; and WHEREAS, on August 24, 2018, William Kelly, authorized agent, submitted final site plans as required; and WHEREAS, on February 8, 2019, the Suffolk County"Department of Health Services (SCDHS) granted approval for the application under their reference #C10-17-0010 for "Non-medical office and Industrial" @ 298 gallons per day; and WHEREAS, on March 29, 2019, the Southold Town Chief Building Inspector reviewed and certified the proposed Transfer Station as a permitted use in the Light Industrial Zoning District; and WHEREAS, on April 8, 2019, 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 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 grants approval with six (6) conditions for the site plan entitled "North Fork Recycling, Inc.", prepared by Jeffrey T. North Fork Recycling Page 4 April 9, 2019 Butler, P.E. dated December 16, 2016 and last revised August 6, 2018 and authorizes the Chairman to endorse the Site Plan. Conditions: 1. All trucks must use the designated truck route for this site, which runs between the site driveway and the signalized intersection of CR 48 and Cox Lane. Truck traffic to and from this site is prohibited to travel over Oregon Road except in circumstances that require it. 2. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non-putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day. 3. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time. 4. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. 5. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. 6. The permittee shall control nuisance at all Times which include, but not limited to, odors, dust, vectors, noise all windblown litter. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. North Fork Recycling Page 5 April 9, 2019 4. 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. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. 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 unless the Planning Board approves the changes to the plan. 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. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector, with map James Richter, Stormwater Manager, with 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: -�L , Applica A -. 'l Signature' Date. "t 2s- 2-6�� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �,�'rjf s Old�o .. P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631765-1938 v^vw.southoldtovvnny.gov <Irl UNVI PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 10, 2025 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1 000-83.-3-4.7 Dear Mr., Kelly ,,- The Planning Board has-f66n' 'd that the requirements of the above"referenced Site:-Plan have been completed based on. the site inspection made November 20, 2024 and the subsequent work session discussion on December 2, 2024. The site is now in conformance with the Approved Site Plan entitled "North Fork Recycling, Inc.", prepared by Jeffrey T. Butler, P.E. dated December 16, 2016 and last revised August 6, 2018; and supports the issuance of a Certificate of Occupancy. Please be aware of the following on-going conditions: 1. All trucks must use the designated truck route for this site, which runs between the site driveway and the signalized intersection of CR 48 and Cox Lane. Truck traffic to and from this site is prohibited to travel over Oregon Road except in circumstances that require it. 2. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38) and non-putrescible wastes such as tires, furniture, carpeting,, appliances, scrap metal, and machinery at the facility in an amount that dops, not exceed 290 cubic yards per day. -3 The permifte6 shall'not store more than,1200 cubic ic*yards,bf,,"so lid jacility.at any given time. North Fork Recycling -2 - December 10, 2025 4. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. 5. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. 6. The permittee shall control nuisance at all times which include, but not limited to, odors, dust, noise, and windblown litter. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. espectfully, .. H- James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector I • 1 -' JAN 1 4 2020 TdwaBallAmu T&Pham(631)765d80Z 54875 11Wa Road roAendgh_ert aC `o" mM Mao us. . �.0.Aaac 1179 • Sou@wld,NY 11971-095'9 IR El LDING DEPARTMENT • TOWN OF SOUTHOLD APPLICA Ii~3N FOR ELEGTI1ICAL I _SPtC bN.: • REQUESTED BY. —1,�, Date: company.Name: ,% - C- f� 7 -INC Name: — `7 license:Na,: a— — Addiess: Phone No•.: � o'Z JOBSIT'E INFORMAT(ON.- (*jndlGatea required information) . "hlame: Z iy A/C *Address: - N JLy— *cross Street CO AAID ` *Phone No.: pormit No.: , Tax Map District: 7 1000 Section: ock: Lot: c 1 BPJE;VESC IP-1 ION OF WORK(Please P:1nt=Cieidrj 4 no�Gr--eu�cg qcco �'�l•� ,�,�I �' . c ntBU-LLQ1L&- . L3 .{Please Circ(o Aft-That Apply) '*Isjob ready forinspecdon: YE81 NO Rough I•. Final- *Ob you need a Temp Ceftifieete: ( / NO Temp•Information((f needed} *8®tV1Ce Size: 1 Phase. 3Pha - 0 15a 200 30Q 0 C4O)O Other . *New Service: Re-connect ndergroun Number of Meters Change o ervice Overhead Additional•Information: PAYMENT DUE WITH'APPLIC ION g967 Z A �:610 4 JAN 1 4 20 Tdwa Aall Anne [ J Wghme(631)765-1802' 54375 Maia Road' �e Clf( i�Vtia J. F.O..Rox Mg � Me fiche' o o ny.us.. • So,&Ad,NY 11971-095'9 BIJUDING DEPARTMFN T TO'[+1tN OF SOUMAOLI} - APPLICATION EPR ELECTIICAL I SP CTtON RE.. �SP� GZElE Tf=D BY. r—`lk Date. J1 Ir CompanX Name: ttZ - - C- ftZA License.No.: a— — Address: phone ffa.: 6 JOBS ITE INFO,RMAMN.: '(*jnd.ioa es.required information) "Mime", Z fY f1/C "Address: R 4 4. 5 XP04 E *Cross Street: > *Phone No.: �'sx tvfap Qistriet: 1000 Section: ock: lot: ,a7 - 3PJEF DF-SCRtI'TIOfV OP 11i0<OFtf�(Please Print Clean Q 7 .(Please Circle Alt That ApplyR)- *Iajob ready for4nspec0on: YE81 NO. Rough t•: Rnal- *M you need a Temp Certificate: ! NO QY Temp•Informafion(If,treeded} ' "88rMce Size: 1 Phase. 3Pna;W - 0 15Q 200 30Q �0- 000 Other `New Service: Re-connect un Number of Meters Change df,Service Overhead Additional Information: PAYMENT DUE WITH-APPUCA, ION. 9g57 Z /l # E6ZZB8Z IN do PERMIT# A ess: Switches Outlets" GFI s Surface ��• ,.� i� Sconces I HH's X i I UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW C �. Service Carbon Micro C� Generator Combo Cooktop Transfer AC AH Mini Special: , 1 Comments: CD �J �,A H r) 1--7 COMcheck Software Version COMcheckWeb Envelope Compliance Certificate 01a U 0 Project Information MAR 1 7 2026 Energy Code: 90.1 (2007)Standard Project Title: 128-059720-North Fork Location: Cutchogue, New York Climate Zone: 4a Project Type: Now Construction Vertical Glazing I Wall Area: 2% Construction Site: Owner/Agent: Designer/Contractor: 8475 Cox Lane North Fort Recycling Allied Design Architectural& Cutchogue,New York 11935 PO Box 982 Engineering Group,P.C. Cutchague,New York 11935 PO BOX 110 Morton,Illinois 62550 Building Area Floor Area I-0flice:Nonresidential 960 2-Warehouse:Nonresidential 4800 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value 1.1-Factor Factor(.) Perimeter Roof.Attic Roof,Wood joists,[Bldg.Use I-Office] 950 38.0 0.0 0.027 0.027 Roof.Attic Roof,Wood joists,[Bldg.Use 2-Warehouse] 4817 30.0 0.0 0.034 0.027 Ext.Wall:Other Wood Framed Wall.[Bldg.Use 1-Office](b) 480 — — 0.049 0.089 Ext Wall:Other Wood Framed Wall,[Bldg.Use 1-Office](b) 480 — — 0.049 0.089 Door.Other(U-Factor option),Swinging,[Bldg.Use 1-Office] 40 — — 0.350 0.7D0 Window:,Pert.Specs.:Product ID(2)52"x33"Lindsay Sliding 24 — — 0.270 0.40D Windows,SHGC 0.27,[Bldg.Use I-Office)(c) Ext.Wall:Other Wood Framed Wall,[Bldg.Use 1-Office](b) 288 — — 0.049 0.089 Window:,Pert.Specs.:Product ID(2)52"x33"Lindsay Sliding 24 — — 0.270 0AW Windows,SHGC 0.27,[Bldg.Use 1-Office](c) Ext.Wall:Other Wood Framed Wall,[Bldg.Use 2- 1280 — — 0.048 0.089 Warehouse](b) Window:,Pert.Specs.:Product ID(5)64"x 36'Lindsay Fixed 80 — — 0270 0.400 Windows,SHGC 0.27,[Bldg.Use 2-Warehouse](c) Ext Wall:Other Wood Framed Wall,[Bldg.Use 2- 1280 — — 0.048 0.089 Warehouse]M Door.Other(U-Factor option),Swinging.[Bldg.Use 2- 20 — — 0.350 0.70D Warehouse] Door.Other(U-Factor option),Non-Swinging,[Bldg.Use 2- 588 — — 0.500 1.500 Warehouse] Ext.Wall:Other Wood Framed Wall,[Bldg.Use 2- 1035 — — 0.048 0.089 Warehouse](b) Ext.Wall.,Other Wood Framed wall,[Bldg.Use 2- 747 — 0.040. 0.089 Warehouse](b) Door.Other(U-Factor option),Swinging,[Bldg.Use 2- 20 — 0.350 0.700 Warehouse] Project Title: 128-059720-North Fork Report date: 09115/25 Data filename.- Page 1 Assembly Gross Area Cavity Cont. Proposed Budget U- or R Value R Value U-Factor Factorp) Perimeter Floor.Unheated Slab-On-Grade,Horizontal with vertical 4 ft., 104 — 10.0 0.640 0.640 [Bldg.Use 1-Office)(d) Floor:Unheated Slab-On-Grade,Horizontal with vertical 4 ft., 256 — 10.0 0.640 0.640 [Bldg.Use 2-Warehouse](d) (a)Budget U-factors are used fior software baseline calculations ONLY,and are not code requirements. (b)'Other'components require supporting documentation for proposed U-factors. (c)Fenestration product performance must be certified In accordance with NFRC and requires supporting documentation. (d)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope . • Envelope Compliance Statement Compliance Statement: The proposed envelope designCreprited in this do ment is t with the building plans, specifications,and other calculations submitted with tht application. e p d velo systems have been designed to meet the 90.1(2007)Standard requiremenMcheckVers nC check a and comply with any applicable mandatory requirements listed in the InspectionCheck M�,h� Ora.' • `%IP�t�/ � �� ..P Name-Title S Da AIL O Project Title: 128-059720-North Fork Report date: 09/15/25 Data filename: Page 2 U-Value Calculation for a Wood Framed Wall (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space 8 ft Column Width 4.5 in Column Depth 5.5 in Nailer Spacing 31 in Nailer Width 3.5 in Nailer Depth 1.5 in Stripping Spacing 32 in Stripping Width 3.5 in Stripping Depth 1.5 in Wood R-Value 1.25 per inch layer Ui- %of Wall Layer Ra„I- Layer Layer Components R;value Valuer (a) Value 1 Exterior Air Film 0.17 5.88 100.00% 0.170 2 Exterior Sheathing 0 0.00 100.00% 0.000 3 Airspace 0.91 1.10 88.71% 0.966 Exterior Wall Framing 1.875 0.53 11.29% 4 Insulation 19 0.05 95.31% 17.549 Column 6.875 0.15 4.69% 5 Interior Wall Framing 1.875 0.53 10.94% 0.964 Air Space 0.91 1.10 89.06% 6 1 Interior Sheathing 0 0.00 100.00% 0.000 7 Interior Air Film 0.68 1.47 100.00% 0.680 Total Assembly R-Value 20.330 Footnotes 1 Ui=1/Rl(Equation 11,Chapter 25 ASHRAE Fundamentals Handbook) 2 Ra„I=1/QUi x a)(Equation 15,Chapter 25 ASHRAE Fundamentals Handbook) Total Assembly R-Value 20.3 U-Factorl 0.049 - -- -- - ocrL:woR �- •-� INSULATED ( I AIR SPACE AIR I i AIR SPACE CAVITY I.. f I EX(ERIOR j INTERIOR I LAW NAILERS �.. -I STRIPPING COLUMN NATED EXTERIOR L INTERIOR - AIR FILM � -� AIR FILM Calculation Version Date 8/12/2024 U-Value Calculation for a Wood Framed Wall (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space 7.5 ft Column Width 4.5 in Column Depth 7.25 in Nailer Spacing 34 in Nailer Width 3.5 in Nailer Depth 1.5 in Stripping Spacing 32 in Stripping Width 3.5 in Stripping Depth 1.5 in Wood R-Value 1.25 per inch Layer U; %of Wall Layer Raw- Layer Layer Components 1 Value2 RI-value Value (ay) 1 Exterior Air Film 0.17 5.88 100.00% 0.170 2 Exterior Sheathing 0 0.00 100.00% 0.000 3 Airspace 0.91 1.10 89.71% 0.961 Exterior Wall Framing 1.875 0.53 10.29% 4 Insulation 19 0.05 1 95.00% 18.012 Column 9.0625 0.11 5.00% 5 Interior Wall Framing 1.875 0.53 10.94% 0.964 Air Space 0.91 1.10 89.06% 6 1 Interior Sheathing 1 0 1 0.00 100.00% 0.000 7 Interior Air Film 0.68 1.47 1 100.00% 0.680 Total Assembly R-Value 20.788 Footnotes 1 UI=1/RI(Equation 11,Chapter 25 ASHRAE Fundamentals Handbook) 2 Ravi=1/QLIi x al)(Equation 15,Chapter 25 ASHRAE Fundamentals Handbook) Total Assembly R-Valuej 20.8 LI-Factorl 0.048 •I - I EXTERIOR INSULATED I - I AIR SPACE I; I INTERIOR CAVITY IEXTERIOR--" AIR SPACE( EXTERIOR INTERIOR IAM11WED 1 _ MAILERS j �I STRIPPING COLUMN I" _ IXTERIOR INTERIOR AIR FILM j_ AIR FILM Calculation Version Date 8/12/2024 86COMcheck Software Version 4.1.1.0 /0, Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: 128-088851 Location: Cutchogue, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 3% Construction Site: Owner/Agent: Designer/Contractor: 8475 Cox Lane North Fork Recycling, Inc.(Scott Allied Design A&E Group, P.C. Cutchogue, New York 11935 Schelin) P.O. Box 110 P.O. Box 982 Morton, Illinois 61550 Cutchogue, New York 11935 309-263-4105 631-734-7221 Additional Efficiency Package(s) High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Building Area Floor Area 1-Warehouse:Nonresidential 4800 2-Office: Nonresidential 960 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value _ U-Factor Factor(.) Perimeter Roof.Attic Roof,Wood Joists,[Bldg.Use 1-Warehouse] 4814 ' 30.0 0.0 0.034 0.027 Roof:Attic Roof,Wood Joists,[Bldg.Use 2-Office] 960 38.0 0.0 0.027 0.027 Ext.Wall'Other Wood Framed Wall,[Bldg.Use i-Warehouse](b) 4341 — -- 0.047 0.064 Window:VinyVFiberglass Frame:Fixed,Perf.Specs.:Product ID EWG- 80 -- — 0.270 0.380 K-56,SHGC 0.23,[Bldg.Use 1-Warehouse](c) Door:Other(U-Factor option),Swinging,[Bldg.Use 1-Warehouse] 40 -- — 0.350 0.610 Door:Other Door,Non-Swinging,[Bldg.Use 1 -Warehouse] 588 — — 0.260 0.179 Ext.Wall:Other Wood Framed Wall,[Bldg.Use 2-Office)(b) 1248 — --- 0.047 0.064 Window:Vinyl Frame:Operable,Perf.Specs.:Product ID EWG-K-58, 72 — — 0.280 0.450 SHGC 0.22,[Bldg.Use 2-Office](c) Door:Other(U-Factor option),Swinging,[Bldg_Use 2-Office] 40 — --- 0.350 0.610 Floor:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft.,[Bldg. 360 -- 10.0 0.640 0.540 Use 2-Office](d) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other components require supporting documentation for proposed U-factors. (c)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (d)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: 128-088851 Report date: 06/26/19 Data filename: M:\Project Information\128\128088851\PR Review\128-088851.cck Page 1 EnvelopeRD- 1 o'd Envelope Compliance Statement Compliance Statement: The proposed envelope design r presented in this d cument is consistent with the building plans, specifications,and other calculations submitted with thi .permit application. a ed envelope systems have been designed to meet the 2015 IECC requirements in COMc presented Version 4.1.1.0 a o com with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title gna a Date a (A Ook Project Title: 128-088851 Report date: 06/26/19 Data filename: M:\Project Information\128\128088851\PR Review\128-088851.cck Page 2 h U-Value Calculation for a Wood Framed Wall (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space . 7.5 ft R-value %of Wall Column Width 4.5 in Exterior Air Film 0.17 100.00% Column Depth 5.5 in Exterior Sheathing 0 100.00% Nailer Spacing 34 in Air Space 0.91 83.82% Nailer Width 5.5 in Exterior Wall Framing 1.875 16.18% Nailer Depth 1.5 in Insulation 19 95.00% Stripping Spacing 32 in Column 6.875 5.00% Stripping Width 3.5 in Interior Wall Framing 1.875 10.94% Stripping Depth 1.5 in Air Space 0.91 89.06% Wood R-Value 1.25 per inch Interior Sheathing 0 100.00% Interior Air Film 0.68 100.00% Layer Layer Components Layer Component Layer R- Percentage R-Value Value 1 Exterior Air Film 0.170 0.170 2 Exterior Sheathing 0.000 0.000 3 Airspace 0.763 1.066 Exterior Wall Framing 0.303 4 Insulation 18.050 18.394 Column 0.344 5 Interior Wall Framing 0.205 1.016 Air Space 0.810 - 6 -Interior Sheathing. 0.000 0.000 7 Interior Air Film 0.680 0.680 Total Assembly R-Valuej 21.325 Total Assembly R-Valdej 21.3254 U-Factorl 0.047 V52N, EXTERIOR INSULATED /`.. \ J ,,�--� 'i. AIR SPACE INTERIOR ( :..y Ii I AIR SPACE CAVITY ` la. EXTERIOR �' , � INTERIOR LAMINATED NAIL ERS STRIPPING i COLUMN . .� fG. ? EXTERIOR ' INTERIOR AIR AIR FILM I p AIR FILM . i J` - �- I1 /'�. . �. �f % _.i• III �':-:P • PROP05ED WORK: N ER05ION GONTROL MEASURE: A/ N/O/F JOHM s 5USAN DRO5K15K1 51TE PLAN BA5EO ON ry�i ✓ I - • CONNECT THE PROPOSED 58'TIG TANK TO THE OUTLET CIF THE PROPGSED WATER METr=R �,: fl G. . ':. :_. '- -- - - , ---- 62b �Stg, ry0 \' 60HNIERGIAL BUILDINS tO --- ------------. - --..-- INSTALL 51LT FENCE A5 5HOWN. FENCE SHALL 63.1 �. _ ORIGINAL SURVEY BY INTERNAL WASTE PIPING FROM PROPOSED Bl11LDIN6. �51/ C' 15LANU ;/ 5� WELL 150'+ N PEGONIG SURVEYORS P.G. NA '�' 0PROPOSED WATER SERVICE � j �j BE MAINTAINED THROUGHOUT DEMOLITION / . 6 �`/ 5b.b•• PROP05ED SANITARY OUTLET PIPING SHALL BE CAST IRON AND �q SCJND +='� ,9/ �I CONSTRUCTION PHASES AND REMAIN IN WORKING �' ° /o� 1230 TRAVELER STREET Q oFN,Y,G,& Island SHALL PRO,IEC.T FROM THE BUILDING FOUNDATION A MINIMUM OF h P�yq/ .� CONNECTION POINT j' i P ,�� _ 50UTHOLO, N.Y. I MI J \\\\ CONDITION UP TILL PROJECT COMPLETION \ EX15TINO U/6 POWER/COMM GABLE TO STUB UP NEARBY 631-765-5020 o d � 24" IN LENGTH. Q� N �'� =. ! �. . . -- 800-272-4480 811 •• INSTALL GLEAN OUT AT BUILDING FOUNDATION. CONNECT A 4"m 6�� . . EXI5TIN6 UTILITY PANEL. UTILITY SERVICE PER50NNEL 631-165-17g7 FAX , i+ www.dignetnycll.com or CLA55 2400 PIPE(50R) TO THE OUTLET END OF GLEAN OUT 54,0,+5 .0 EXI5TIN6 UTILITY POLE W/EXI5TIN6 U/6 SERVICE SITE o EX.ASPHALT SHALL REWORK EXISTING LINES AND PROVIDE A MEANS SURVEY DATED: 04-13-2010 „ www.call811.com(for other states) h' 28CURRENTLY PROVIDED TO EX.OFFIGE TRAILER, ! LOCATION C PROPOSED MODIFICATION TO EXISTING PAVEMENT b3q . .6 "OF CONNECTION (JUNCTION BOX PER GODS) FOR THE LAST REVISED: II-04-2010 -' •INSTALL NEW 5EPTIG TANK(5.T) �' By law,excavators and contractors working in the • DOME FROM EXISTING LEACHING POOL. INSTALL 2'H RING O 5 (5ERVIGE TO BE REWORKED TO PROVIDE POWER TO REMAIN . �y,p� 63. five boroughs of New York city and Nassau and 5 . 53. i SANITARY SYSTEMI; / .� CONTINUATION OF SERVICE LINES TO PROPOSED BLD6. rL Suffolk Counties on Long Island must contact ON TOP OF EXI51TIN6 12'H RIN65. INSTALL 8"H TRAFFIC BEARING AND GOMMUNIGATIONS TO PROPOSED BUILDING) qq 52.4 .3 (MEETS MINIMUM GOMNERGIAL SYSTEi 1 REQ'MT5) 4 3• OWNER: ° Q �; DlgNet,1-800-272-4480or811,atleast48hours <v 53.0 \ ' j INSTALL: / / / PROP05FD ADDITIONAL ASPHALT(50�{ 5.FJ NORTH FORK RECYCLING Lit no more than 10 working days(excluding 5LA$ON 14'H RI t`�65. EX 5T N6 5 GNASE TO REMA N b 0 `;:.: 8 N weekends and legal holidays)prior to beginning any -- ---------- -....-----.--_-.__ t 1,200 6AL.PREGAST 5EFnr,TANK / � �, 64 ,�� 5AWGUT EXI5TIN6 PAVEMENT PRIOR TO � to it �- '•"' • PIPE INLET AND cOUTLET INVERTS PER 'MODIFIED SANITARY SYSTEM +53.0' REPUTED LOCATION OF _ _ ____ ! _ _ mechanizeddiggingorexcavationworktoensure ��r EXI5TIN6HATERMAIN \ 5P2 FOR underground lines are marked.Excavators and ENLARGEp PLANI",THlS DWG. PROPOSED I" RPZ IN HOTBOX ON P.C. •• 8'mx5'DP 4'EFF.DEPTH = + contractors can also submit locate requests on-line, 4, 56.9 � _• INSTALLATION,SEE DWG, SLAB,FOR INFO.SEE 'RPZ PLAN' 1 5 j �\ USE/MODIFY: / / a . . RESTORATION DETAIL NO RIGHT OF WAY through MC.If you do not currently use[TIC, j w , '� �'; -' EXISTING Sk12 EFF.OP.L.EAGHIN6 POOL �' . a r 6� EXIST WITHIN 500 FT please call 1-800-524-7603 for more information. •'2: 6 __ /� MAINTAIN ALL REQUIRED SEPARATION �¢ + / ,� < i;; ''I. •• ADD 2D14 x&O'0 RIN6 ON TOP OF �.„:: b • . .\ OF PROPERTY li5 - '' For safe reasons homeowners are A g . / N ! I 6 .9 65. ty strongly E I T ING PROPOSED \ ! �, EXI5TiN612AH DRAINAGE RIN65 � �. / '' T .��5 � A AB NDONM�NT BY REMOVAL. DISTANCES MILE Ns ALL �S e,c�ell / 64.4 8 encouraged to call aswell when planning anytype A 56.3 ! •+b4A' • . •\ of digging on their property.Homeowners can EXI5TiN6 5EPTIG TANK TO BE ABANDONED BY REMOVING ALL RE51DUAL 5EWA6E WA5TE5 WATER SERVICE 54.3 8 • •� "^=vs,e •• INSTALL 8'H x VIP PRECAST SLAB COVER �, 58.1 \ AND ' '\' •W contact us directly at 1-800-272-4480 or by calling �, • • • • OVER MODIFIED 13.0'H LEAGHIN6 POOL y 9 �L. - O ', BY A LI(EN5ED WASTE`.HAULER,REMOVING THE ENTIRE 5TRUGTURE(5),BAGKFILLIN6 WITH Li ' 6 9,; o' EROSION CONTROL MEASURE: 811,the national call before you dig number.For EXISTING STORM DRAINAGE .1 . .521 0 as 1 • INSTALL GD.6 BLD6 FIND / �`.:.. �WATER SERVICE LINE.'\ �5 ! excavat on work completed on personal property,tt SUITABLE SAND AND 66RAVEL MATERIAL,AND PROPERLY GOMPAGTiN6. rUA , ii INSTALL 51LT FENCE AS SHOWN. FENCE SHALL BE -. •S. ; ` . . . I :,, •:;,. . " q• �O TO E!E \ tY IY I. the contractors responsiblllty-NOT the LEACHING POOL,TOG = EL 52.5' i �`� �� NO RIGHT OF WAY `" ! INSTALL 4 0 PVC,5DR 35 PIPE(TY06.6 i9 4 + 5 e .g � ��, .\b MAINTAINED THROUGHOUT DEMOLITION / '" - homeowners-to contact DigNet Havin ubll lines slpr•^eo�nause �e SEE DETAILS ON p�„� e� � ° marked priorto digging isfree ofcharge. NOTE: LEACHING POOL DOME COVER TO ESE REMOVED,12'H RIN65 BELOW SHALL REMAIN. S'�x 8'DP TO REMAIN 54.3 b �°`. 4k' 45�eve-c: ?#;;, '� ' ;;.„ EXIST WITHIN 500 FT f �� p. 66.9 . ° r� 611 Sp MI 5 . PROPOSED \- CONSTRUCTION PHASES AND AIN IN WORKING '' ► u.t a 53.q 4, 3� 4� OF PROPERTY 4 �r ,y/ + 65.5 LANDSCAPE AREA(2,62�S,F� CONDITION UP TILL PROJECT MPLETION S N/0/F NORTH FORK LOGATI ON MAP: EROSION CONTROL MEASURE: RE50l1RGE51NG. � o ® � /' • INSTALL 51LT FENCE AS 5HOWN. FENCE SHALL BE .'. - �+ p\ SEE SHT 2 FOR INFO . ZONING INFORMATION. (GOMMERGIAL BUILDING 55.3 �, `� �} NO 5URFAGE WATEREIMETLAND5 NOT TO 5GALE N/0/F NORTH FORK MAINTAINED THROUGHOUT DEMOLITION / WITH PUBLIC WATER) /' RE50URGE5 ING. ry- . . . . . . . . . . . . . . . . 5 ,} 8 WITHIN 300 OF PROPERTY LINE PROP. 1 N N LIGHT INDUSTRIAL LI CONSTRUCTION PHASES AND REMAIN IN WORKING 5 :1': \ (GOMMERGIAL BUILDING WITH + 66.5 • • . . . . . . c , j CONTRACTOR 5HALL CLEAN(2) EXI5TING DRAINAGE LEACHING POOLS 612 ICE AREA:abo sF Nlr . 6 + + 5.2 66.6. . . . . . . �. '�-1/N co Nio � m LOT SIZE: 40p00 MIN CONDITION UP TILL PROJECT COMPLETION PUBLIC WATER) V. EXISTING STORM DRAINAGE ALONG ENTRANCE OF 51DE ON N.E. AND N.W.51DE-5 OF DRIVEW�IY AT �. ' \ "!z. LEACHING POOL,TOG = EL 525 THE COMPLETION OF CON5TRUGTION. gOo.- + l EXISTING: ±211,800 5.F.(5.o AG) >.i q ExiST ELEGTRIGAL EXISTING, PVWCOMM SERVICE SHALL BE ` + .q' . �q 8'm x 5'DP TO REMAIN / 8 "H` A. 6$5 . . . . . \ 5 61.8 p Fr PROPOSED: N.G. NO RIGHT OF WAY r; PANEL'TO REt IAIN • 015CONNEGTED FROM THE EXISTING 5a Q. . ry +MIr.�I �,� +:sS' \' �i + + RETIRED Sip �s .� EXISTING POWER/GOMM. SERV. TO BE REWORKED/REROUTED TO EXIST WITHIN 5C>O FT �4 v,'� �O�• \': -�`�o• LEST I EL �6 E STING ' . ' ' . ' f b2.3 r OFFICE TRAILER AND PARTIALLY j �+ + + + + 6 LOT WIDTH; 100- MIN r � •�� 5? 'STUB UP' IN LOCATION NEARBY EX. ELECTRICAL PANEL. INSTALL 5p`� OF PROPERTY /� - \ , ABA ONEP HELL.PIT O EXISTING: 30g 33' ABANDONED TO THE EXTENT INDICATED v �, + t + PROP05ED + 7' f 8, o• t . . . . . 51. REQUIRED SPLIGE/JUNGTION BOX FOR INTERMEDIATE CONNECTION / o ! �i 5t`�} + 4 V" 5TY STEEL BUILDING fix,PN�. \ PROPOSED: N.G. s /; - + CROP;LANDSCAPE SZSREENIN6: ' FOR CONTINUATION OF PROPOSED POINT. FOR CONTINUATION OF POWER/COMM. SERVICE LINE _ ry - \ + o_ TL. AREA: M60 5.F. o o� b �. . . . s S; + 5 '03) 6 •H. DK AMERIGAN ARBORVITAE � 0 3 0 I"m PUBLIC WATER SERVICE LINE �6 56.6 SEE PARTIAL SITE PLAN(THIS DWG) o 6 PROPOSED + F.FL.EL. ® 6525 a(Q. :� % o ' 4 LANDSCAPE AREA (I MO BASEMENT) Q cs� LOT DEPTH MIN PROP. I STY BOTANICAL NAME: THI� A Q F--� m SEE PARTIAL 51TE PLAN(THIS DWG) ICE A2EA:g60 S.F. ,586 5.F) OCCIDENTALI NI6RA . . . . a °1 EXISTING: g05.41 � ds.l b .o � ./A . .I' � �'� .-•t 3 EXISTING ELECTRICAL x" H.,Q 6525 SEE 5HT 2 FOR INFO PLANT: 'TO 6. OG SPACING A ' X •_ PROP05ED: N.G. / r EA5TIN6 TEMPORARY 5TORA67E b.q2: Ya /L.F._ 64. a ry m : c ANEL TO REMAIN o " )Dq'MIN DROP OE 63.34' ` gQ / 65.1 �5T HOLE SEE PLANTIN6 D , DWG 5P2 '' w ) rn TIRAILER5 /BLDG5 TO BE REMOVED I o• - T. . . . . . . . to PROVIDE 5 W P.G. WALK(461 S:F), FRONT YARD SETBACK;--' MIN %: � � � coN01T1oN) I r (STORAGE ITEMS No.l T14RU No.12) �3.o i_ GD.D, ® PROP. V2 5TY - EXISTING: Ilg.l / ? N/O/F JOHN i 5U5AN DRO5KI5KI / . SEE PVMT DTL,DWG 5P2 EX STING '� _: 3 561 �� f i•j 1 HEATED WAREHOU5E AREA: p II O ti� PROP05ED: 5b.7' PROPOSED MODIFICATION TO EXIST. SAN.5Y5.: / 6q�4 : .'. . .. . . . . COMMERCIAL BUILDING ��N6W� /- \ Xp "y i \D r 63.5 II v PROVIDE.STRIPING FOR 4,bbO5F. 11Z STY..... AB{ANDONF14) z: b WELL 150'+ ` N� EXISTING L.P. �� ®y o / FFLEL.o b525 0 // Q r • EX. I�,000 GAL. HEAVY DUTY SEPTIC TANK f - .q `r• . . . .� . .� 1 N�� ( LF.: b5b'= o o , �. . . SIDE YARD SETBACK: 20 MIN o�; 64.4 • . . 5:1 OV NEIGHBORING WELL e PROPOSED PARKING SPACES SET °o• `� o i U4o 5 . � o � +64.q' 58.1 F� 055 MIN DROP o ?•` /. . ..� . o r •• TO BE ABANDONED BY REMOVAL �C. . . . . . . . . . . . �,� I ; > zON EXISTING ASPHALT PAVEMENT. : v - ��•.:::� F.FLB.®6625 � r EXISTING: 55.1 .. . . . o� SS � .•.�� - ,� S, �. r •• 5EEE BOXED NOTE FOR 5GOH5 REQMNT5 5 �� 5� ` -'- , w� SEE HG PARKIN6 DTL,DWG.65PI PROPOSED: 1g.g 5EEE PARTIAL 51TE PLAN FOR NEW SEPTIC bb / \T h �iATER.5ERVIGE_LINE. . I O 5.T. I�.i62.7q ® + + o.. IP blg3 0 bl.l ^ ST� 3�5. O.E .ABANDONED • � � ,. +65.I' '�'•1 SIDE YARD SETBACK GUMULATI`JE: 40' MIN TANK ��p ¢ . . \ \ ` .4/ vw + • EX. P.�AZ EFF. OP LEACHING POOL ��J' EXI5tIN6 r, 6 .I c3J �- + R D T RM I E SYSTEM N EXISTING: 24&.0 •• C ST\ . ELECTRICAL PAN�{�... °'8 N/0/F PRIME PURVEYORS �' REMOVE EXIST. GONE COVER 67:2'•' �� FT 68 b<P�REMAIN �Hqi COMMERCIAL AND RESIDENTIAL OE 2' / ' EXISTING 6 q 6 + �QE IGA D TO E111 ING ROOF RUNOFF - PROP05ED: 166.1' ��T �,3�:� OOip . . ..) . . . . . ., . , / D ASPHALT PAVEMENT � 4 6 66.0 3R VIO (4) $� D. STORM DRN6 •• SEE PARTIAL 51TE PLAN FOR NEW 5LAB T b °Q .o ��yy// �i 44 �t QQ sr �� TO REMAIN EX.P.G. / LEACHING POO NNEGT A5 5HOWN N. ( . . . . . . . . �. \ Fp b<. r REAR YARD SETBACK: 10' MIN ss7 '� '�° xi5T1 PROP05ED DUMP5TER AREA ON ti SLAB TO + m EXISTING: 5478' / b 0 ��. ��0 8°� � ��.�6. ANDONE 62.3 ��4 EXI5TIN6 ASPHALT PAVEMENT �XAl _ �� REMAIN 66 I AIKT�AIN /�L QD SEPARATION DISTANCES Q r ��r. : e . . YJEL PIP6A MODIFIED SAN. S'YS. b 4 MNr Q 4.q PROPOSED: 566.0' • , EX15TING `�\o \ .'.'.'.'. . .'_\ . . SEE DETAIL,DWG, SP2 \ +' 4 + EtR051�N TROL MEASURE: ' EX15TIN67 OFFICE TRAILER . �I P.G.SLAB TO REGEIVE 65 b. 63.5 64.8 i- .3N, IL� h5I 63.8 �0' 65,7 + + /+ PRbVIDE T PROTECTION FOR ALL OPEN W N X,RETIRED. ST.WELL' ENLARGED PLAN / \ TO BE REMOVED 41 �cXl PROPOSED BUILDING 65� '.'.'. . . '.'.'.'.'.'.'.'. . . jx 5.5 �' \ + + + ,,,� ' 1" LAN05GAPE AREA REQUIRED: 25% (54,450 5.F) 9i w EXISTING: ±2156" (±4b,g60 S.F) I (SEE PROPOSED PARTIAL . . . . . . . \ GO O GRADE. SEE DTL, DWG,5P2 b .4 q PLAN,THIS DWG.) 1 EXISTING �v`r + + + - �o RBANDONE. . . . \ / ti0 4 \6 \ + + PROPOSED: 125.0&% (±54,614 5.F) MO 5URFAGE YJATER5METLANDS v\ \ V�IITHIN 300'OF PROPERTY LINE /. . 63 5 a . ®HOLE o° 6 . . .64:q. 4 . . . a ry �o /. 20 to 0 20 40 6 .2 + + 2 w m X MAXIMUM PERMITTED DIMEN510145: I 4� \ Ex15TIN6 ao �' EX GONG /.:._. ... . /.. . .�' / 6RAPHIG SCALE I" = 20'-0" `� \ \ LOT COVERAGE. 30% MAX(65N40 SQ.FT) NO RIGHT OF WAY / ~o ASPHALT PAVEMENT 65.1 TO bo.5 0 3v \ \ \ "`� TO REMAIN +65.1' b •q t� A \ / / / U 63.8 + + EXI5TING LOT: 2.15% (401.4 SQ.FT) EX15T WITHIN 500 FT • b5 bb �� EXI5TING \ e + PROPOSED W LL- PROP05ED LOT: 3.20% (6-,g6o 5Q.FT) OF PROPERTY �� 64.3 b 5�F &bh.0 / I 5ANITARY YIELD GALL-: 6T �Q LOCATION FOR 65.3 �� + . .; / LANDSCAPE AREA f3,448 S.F), Q z ° RGA STORAGE \ �� + SEE 5HT 2 FOR INFO CD BLD6 HEIGHT: 35 FT. MAX 4 \ q ��, / ALLOWABLE FLOW(DEN5ITY): 6 .b + I 6 .4 bA GROUNDWATER MANAGEMENT ZONE: IV � \1 b3.1 \ / ' L(� EXI5TIN6 LOT: ±12' \ ALLOWABLE FLOW FOR 51TE = 600 6PD/ACRE e Qz + l 5/ NO RIGHT OF WAY W PROPOSED LOT: ±28' 65 \ �q�1, } TOTAL SITE AREA = 5.0 ACRES (±217,500 SQ.FT) I-PPARTIAL SITE PLA Quo + / . . . I. 66.0 EXIST WITHIN 500 FT �- (Y 6g \ U / (600 6PD/AGREMO AGRE5) = 3,000 GPD ALLOWED �0� \ �, \ 6 0' . . . . / OF PROPERTY NUMBER OF 5TORIE5;2 1/2 MAX. �� \ 6 .2 I 1.2 x �} �' ram, O EMT EXI5TIN6: I STY �� Ex15TING fo37- PROPOSED: ly STY 605 LOCATION FOR \ 65.3 ��o ; } \ - 2 � / / / RGA STORAGE � � ��` �� 5ANITARY FLOW GALG: 36RAPH G A \ 30 60 - m � sG LE I - so-o\ / FOR PROPOSED LIGHTING PLAN `p .b \ SEE PARTIAL SITE PLAN . . .' ' -.'.' ':' ' Nb.o �°.° PROP05ED AREA(6,g60 5.F) BREAKDOWN: bT. 61.3 / SEE DWG No.2 / Q�� 66\ \ .. TEST H0� �� ,J-, � �Q OFFICE AREA: q60 5F HEATED WAREHOUSE AREA: 4,860 SF �ORWORKINT SAR A . . . . . . . � BY: YOUNG AND YOUNG 1 w} �`� \ ( 'HIS DWG) J �} o``� OPEN SPACE AREA: 1,140 5F }6,000 5.F•', DATE: MAY 23, Igg1 62 q .'�.'.' ' ° \ 61.3 6 t o \ �o PLANNING BOARD CONDITIONS OF ~ o �� } _ /}� ,y FLOW RATES: SITE PLAN APPROVAL: PARKING GALII .': ' ' ' �c 6 / GENERAL INDUSTRIAL = 0.04 6PD/SF i •No PARKIN PARKING REQUIRED ON SITE PER TOWN CODE: ENGINEER: .. .. . . EL.655 GROUND LEVEL 0 �� 64.3 �� 1. AI I trucks must use the designated truck route RESERVED _ , BROWN LOAM ,y o o q NON-MEDICAL OFFICE SPACE = 0.06 6PD/5F g NO - OFFICE; I SPACE / 100 5.F.OF 6RO55 FLR AREA �.'.'.'.' ' 0 ANYTIME 5 6N (oU � • -, b 1.Tb1.1' h � � ��o for this site, which runs between the Site PARKING NE ?`' \ }� driveway and the signalized intersection of - H .P IN6 516 WAREHOUSE; I SPACE/ I,000 S.F.OF OR055 FLR AREA to OF c o abo 5F X 0.06 6PO/5F = 51.6 6PD FLOW y g PARKING P� EL.64.0' is,BELOW GRADE °1 NO RIGHT OF WAY CR4b and Gox Lane. Truck traffic to and ETAIL n'!5 HT) � -� xeq �� -• } � 6:000 5F x 0.04 6PD/5F = 240.0 6PD FLOW << o � b��.3' EX15T WITHIN 500 FT from this site is prohibited to travel over - PROP05ED OFFICE AREA: co FINE TO COARSE "' 3/\ �c� To � 2 � TOTAL 51TE FLOW= 2cP.6 6PD p t tt, OF PROPERTY ANY g60 S.F. / 100 S.F. PER SPADE = 10 SPACES * > 9 SAND(5P) / oNc �y�/ lt7• EXISTING }a� Oregon Road except in circum5tance5 that �, / \ ToRFM N 61.V4 b .1 LOCATION FOR 61. tJ�� SEPTIC TANK CALCULATION: re uire It. �- f= 41.E w o q RGA 5TORA5E / q. � TIME v t.J x ' „ . �' PROPOSED WAREHOUSE AREA: 1 w •� c ti � ��`' NO SURFACE WATERS/WETLANDS 241b GPD X 2 = 5g52 6PD 11. The permittee shall only accept construction m � � To °Nc bo.� r rr u r rr 6,000 5.F. / 1,000 S.F. PER SPACE = 6 SPACE 1- bl. RF W� boa " SEPTIC, TANK CAPACITY REQUIRED = 5g52 6PD and demolition debris a5 defined 6NYCRR I_ g-0 I 8-0 8-0 8-0 EL.40S' -25.0 BLW 6RD 3. .. Mq/N !/ 6 4 / WITHIN 300' OF PROPERTY LINE P" NO PARKIN6 i^ 1~ I rl Part s such 05 tires, and non-putcarpeti (NY•SD•0-T) ANYTIME 516N 'TYPICAL PARKING DETAIL TOTAL PARKING REQUIRED = 16 SPACES OA,q 34 P NO WATER ENCOUNTERED : : :•�% � � �: LEACHING POOL CALCULATION: wastes such as tires, furniture, carpeting, F � - (SEE SITE PLAN FOR LOG) NOT TO SCALE NOT TO SCALE E S Sin HIGHEST EXPECTED GROUNDWATER 60.5 h° \ b }� 2Qlb 6PD / 1.5 6PD/5.F. = 1g8.4 5F REQUIRED appliances, scrap metal, and machinery) at the PARKING PROVIDED ON SITE = I6 SPACES PER S.G.WATER MONITORING WELL �.' SIDEWALL LEACHING AREA REQUIRED = Ig8.4 5F facility in an amount that does not exceed HANDICAPPED JEFFREY T. BUTLER, P.E. No.5323g0.1 15 EL.10.26'(NAV02q) b 1 \ PARKING 516N H.G. SPACES REQUIRED (OF TOTAL)= (II 5PAGE) / - --60- ,� 2a0 cubic yards per day. 58.4 EXISTING SITE DRAINAGE GALG.: NOT TO SCALE 5b.4 A } PROP05ED MODIFICATION TO Ili. The permittee shall not store more than 1,200 �. ,ti° }� VOLUME = AREA x RAINFALL x COEFFICIENT EXI5TIN6 5ANITARY 5Y5TEM y y -1 EXI5TIN5 cubic yards of solid waste at the facility at LOCATION F R'� -`� ` / AREA = SURFACE OF RUNOFF ORIGIN (50.FT) (MEETS MINIMUM COMMERCIAL SYSTEM any given time. Q / (M 5 5 M REQ MT5) RGA STE �_ RAINFALL = 2" = 0.167' iv, The ermittee shall limit operations at the PROPOSED SITE FLAN: 2CD 51.5 -saw 58.0 (e GOEFFIGIENT OF A5PHALT = 1.0 INSTALL: facility between the hours &:00 AM and ~ 1 5 .4. . • 1,200 GAL. PRECAST SEPTIC TANK y 511UATE AT: � �° / �. 58.1 e 41 GOEFFIGIENT OF GRAVEL, DIRT, RGA = 0.40 .. 60 5"DP, 4' EFF. DEPTH 6:00 PM, Monday thru Saturday. An attendant 84-15 COX LANE CUTGHOOX,NY °o�°=o bo. �Q/ /. .2 *15A5ED UPON 5U56RADE OF FINE TO GOAR5E SAND USE / ply: shall be present during all hours of operation. TOWN OF 50UTHOLD x 58 51.0 r v. The ermittee shall maintain a fence around SUFFOLK COUNTY, NEW YORK v Z O CZ (� 56.1 � EXISTING 8 XI2 EFF. DP. LEACHING POOL 1 / y �ou� ;�/ EXISTING DRAINAGE SYSTEM No.l •• REMOVE DOME FROM EXISTING LEACHING POOL the property and a sign at the entrance that 5GTM NO.: 1000-83-03-043 z i-- ��F } INCLUSIVE OF: .. INSTALL 2.0'H X bD'O RING ON TOP OF EXI5TINb, indicates hours of operation, and the types of EXISTING WATER 50URGE: PRIVATE WELL TO BE ABANDONED ,n •d- Z }- Q 5�.6' \ �N' /. ASPHALT DRIVEWAY ENTRY = 4p00 S.F. r waste acce ted and not acce ted. PROP05ED WATER SOURCE: PUBLIC SERVICE ,4 w °�� 12.OH DRAINAGE RING p p l a °.�' a .� 3 z 0 m } } " : vi. The ermittee shall Control nuisance at all TOWN ZONING: LI (LIGHT INDUSTRIAL) O�� / / 56.3 \ I 000 5F x 0.161' x ID = 661 GU.FT. " INSTALL 8 H X 8� PRECAST SLAB COVER OVE, times which include, �Eg 3 •2 -8 ;0 p, ° - 2 Cn I- / 4, MODIFIED but not limited to, odors GROUND WATER MANAGEMENT ZONE: I 'J c , W " B O IFIED 13.0 H LEACHING POOL V M N a r� J K EXISTING EXI5TIN5 DRAINAGE 5TRUGTURE5 PROVIDED: . INSTALL G.O. ® BLD6 FND \ / 55.6 �\ \ EXISTING MOPIITORIN6 , dust, vectors, noise and windblown litter. FEMA FLOOD ZONE: WA �, � , y 0 v r LOCATION FOR .'/ WELLS ON NEIBORINS 2 - 8� x 12 LIQUID DEPTH = . INSTALL 4"� PVC, 5DR 35 PIPE(TYP) DATUM: ELEVATIONS AND TOPO REFERENCED TO M5L w N s'3 , ° " .° F STRh / \ RGA STORAGE • SEE DETAILS ON DWG. SP2 "" '� °' a''' C v v (� 58 60 } PROPERTY 615.84 GU.FT. OF VOLUME PROVIDED - qF .\ ay C;(_ 5 ,0 / /I 51TE DATA: EX15TING: PROP05ED: to o o a: a N t1a W �. +55.05 \ } EXISTING DRAINAGE 5Y5TEM No.2 a a. * �3 > ti7 -r v Cq/��5 . / �r �• / \ 5 )3 INGLU51VE OF: ,800 S.F. N.G. v� �p .E o .� W 11 H o / AREA OF 51TE: ±217 �i N \ \ (5.0 AG) N.G. vl o ^a c: b C c� �[ Z O 56.6 / /, EXISTING GRAVEL /RGA = 157,g00 S.F. OREGON ROAD BUILDING AREA: -� I o a ,-, 2 o q o QI < to 54.4 b EX15T.ASPHALT DRIVE 4 MANEUVERING AREA = 24,500 5.F. �.. ,�� •,7 - V) 0 0 6 _1 - io F� 8.4 / / 2V t FSET OFFIGE TRAILER 644 5.F. TO BE REMOVEb o A :- E °' �•: '- �� w / 55.6 / �54` * PROP05ED ASPHALT = 50ct S.F. ..: a� .s _ -- 4- LrE: 1 TET1P 5TOR No.l 280 S.F. TO BE REMOVED a I a C� LL X J N NGW/r R� �g 54. / / PROP05E APRIGANT: TEMP STOR Not 248 S.F. TO BE REMOVED O [ F g �'.o Fr NO BULDINGS AND ... o O Hpo 2/yo \ �" ' 151,g00 S.F. x 0.161'x 0.40 = 10,530 GU.FT. STRUCTURES WITHIN 'h-[ o .'� •-• p e c s �.4. . . . i --5TORMWATER CONTAINMENT AND MOFrON BUILDINGS �: TEMP STOR No•3 312 5.F. TO BE REMOVED I~ c � �- .� -� � ° N 1- v ~ LL 55•3 25 Og 200'OF PROP.LINE r '�t - ��TRi RECHARGE AREA 223ti5 COX LANE,UNIT No.4 A S.F. x 0.161 x I.0 = 4,111 GU.FT, CarERUALRBJTAL TEMP 5TOR No.4 312 5.F. TO BE REMOVED a." �i a N "` (L� LL F 111,310 50.FT. STORAGE REQUIRED: 14101 GU.FT.VOL. i a� G 3 c ° •� 3 `" T� ljl 5 : GUT(HOGUE, NY IIg35 USE:DWELL INS TEMP 5TOR NOS 232 5.F. TO BE REMOVED Q �, h l ° \\ STORAGE VOL.: ±21,500 C LFT., >,n �� Z '� NO BULDIN65 AND - w 1 b 2 `►�'+ "Cf o v o _ t- � � 631=134-4060 TEMP 5TOR Nob 668 S.F. TO BE REMOVED �„ STORAGE PROVIDED IN STORMWATER CONTAINMENT � � LL \ �3 STRUCTURES WITHIN TEMP 5TOR No.l 10 S.F. TO BE REMOVED ° D r. o a: c, `�`� V t�l AND RECHARGE AREA = ±21,500 CU.FT. zoo'OF PROP.LINE USE:__----__ �, ,� u� O NO RIGHT of MAY \ `�, LEGEND: U 3 w �' a, .�_ °� ~ Z \ " TEMP 5TOR No 8 312 S.F. TO BE REMOVED r~ -- EXIST WITHIN 5C 0 FT uSE:STt ,sE --1 ! TE MP 5TOR NoA 324 5.F. TO BE REMOVED 'I y o E W OF PROPERTY \' A o TEMP 5TOR No.10 ID42 S.F. TO BE REMOVED o > d ,.� N A '"-, s � � I-- i UNDER6ROUN0 LINES -� us - �. \ U � � � TEMP STOR Noll 158 S.F. TO BE REMOVED � ��°, � � o.� '� � � �' � ° z Q < WATER SERVICE co PROPOSED DRAINAGE GALL USE:OFFICE �,Dye TEMP 5TOR N0.12 12 5.F. TO BE REMOVED NO 5URFAGE WATERS/WETLANDS Al Fd NO BULDIN65 AND o METAL BUILDING WA b,g60 S.F. r~ w e, = 'N 1t3 o a. V WITHIN 300' OF PROPERTY LINE �4'^x sO^/s STORM DRAIN VOLUME = AREA x RAINFALL x GOEFFIGIENT STRUCTURES WITHIN �qNo <<c •N AREA = 5URFAGE OF RUNOFF ORIGIN(50.FT) zoo'OF PROP,LINE - EX. 51TE BLD6 AREA: 4,b14 S.F. 6,g60 5•F. o o V q•1 SANITARY PIPING -� � RAINFALL = 2" = 0.161' U5:COOLER BLD6 COVERAGE: 2.15% 5.20% STORM WATER FLOW ARROW d GOEFFIGIENT OF ROOF RUNOFF = 1.0 P A O E OVERALL SITE PLAN I NO BU.PRE55 AND �° FINISHED FLOOR ELEVATION FINFL.EL.= PROPOSED DRAINAGE SYSTEM NO3 STRUGUPRE5 WITHIN LEACHING POOL (' ��t EX.SPOT ELEV. x6.0 ROOF AREA = 6,g60 5.F. 200'ff IPROP.LINE AREA OF DISTURBANCE: 38,ba8 50.FT. t O ; 6,%0 5F x 0.161 x ID = 1)62 CU.FT. �: � w/OPEN 6RATE .,--' EX.UTILITY POLE �� (J�jE ./ MAP: WAREHOUSE spi 50 25 O 50 100) 150 200 250 ` 4 -8'0 x 1' LIQUID DEPTH = KEY 1"IAP: ��5 REF' No. 6RAPHIG 5GALE P = 50'-0" TEST HOLE 1,02.12 GU.FT.OF VOLUME PROVIDED 5GALE: I" = 200'-0" 2oaoffiT PRIOR SGOH5 REF. No. CIO-Q7-000,5 50PH5 APPROVAL AREA: of 2 r � O cV CAST IRON FRAME AND 6RATE/6OVER SEPARATION DISTANCE REQUIREMENTS FOR GAMiPBELL 1182 G OR APPROVED EQUAL z 5TORMWATER LEAGHING 5TRUGTURE5 AND 5 A5PHALT GONGRETE - TYPE 6 FENCE WOVEN WIRE FENCE(MIN. _ 36 MIN.LEN6TH NOTE: b PIPING(OTHER THAN RESIDENTIAL): o 2"X4" WOOD FRAME: PO5T5 DRIVEN MIN.16' 141/2 6AU6E W/MAX.6' EVERGREENS SHALL HAVE A5PHALT BASE.COURSE FINAL GRADE HORIZONTAL SEPARATION DISTANCES FOR STORM p r o INTO GROUND. MESH 5PAGIN6) THE SAME PIT AND BALL j y r° err��i i�i� rr Tarr �i�r�� z >:,:: 6'TRAFFIC DRAINAGE LEACHING POOLS: 0 0 PROPERTY LINE = 10'MINIMUM ' N 10'MAX G.TO REQUIREMENT5 A5 MINOR 5TOMF BLEND BA5E -a5% COMPACTION(STANDARD PROCTOR) / BEARING SLABBUILDINGS WITH CELLAR = 10'MINIt-UM O a �' _ STAKE G' TREES NO STAKING REQUIRED. i\�i \\ \ �ii\��i\/ G�\ iG�//\�/%x/ix/i\� / /,j/%//%// // 15"PIPE DIA MIN I I (WHERE BUILDINGS oN SLAB o'M NIMUM '' N z d IRi MIN.(AS REQUIRED) I APPLIGABI w FABRIC PIPE: I I �ERGRORUNND UTILIT'y E5 5'iNIMUM 5 = 10'MINIMUM p Q ® ® ® ® 1 HIGH DENSITY POLYETHYLENE(HDPFU SANITARY SEPTIC TANK = 20 MINIMUM PAVEMENT 5EGTION (MINIMUM THIGKNE55) SIZE: ® ® ® ® 1 SANITARY LEACHING POOL = 20'MINI A S �- REINFORCED DOUBLE 5TRAND #12 DRN INLET TO SD C ONN= 10"d+MIN ® ® � I� I GREASE TRAP= 20'MINIMUM to , A5PHALT CONCRETE . " I ® ® ® o ® I I w z id � $ , a HE16HT OF RUBBER H05E 2 WIRE TWI5TED 1 1/2 50 TO 50 CONN = 15(P MIN PUMP STATION = 20 MINIMUM rJ O o Z z _- 11=_ WEARING COUR5E I ® ® ® ® ® I U •-4 _ c 1 ROOF LOR CONN = 4'0 MIN _ _ _ _ _ MANHOLE = 20'MINIMUM ►., "� - -M� x 16" 2 PIECES A5PHALT CANGRETE 1 3 MIN. III -= I v = 16"MIN _ 2 1/211 (3'MIK IPRIVATE WELLS = 50'MINIMUMBINDER GOUR5E _ _ w 1 RETAINING WALLS = 10 MINIMUM -III-11 11=1 j 1 a 0 �c' SAUCER z 9 LOOSEN BURLAP 1 ® ® ® ® ® WRAP STRUCTURES WITH FUEL STORAGE TANKS(BELOW GROUND) 'MINIMUM 0 w ti y i, y AROUND TRUNK I2 �� 5TONE BLEND BA5E 4 STORM DRAINAGE LEACHING POOL NOTES: I o 0 Q .� y 3 MULCH I.COLLAR DEPTH 15 NOT READ WHEN I r=l ® ® 1 FILTER FABRIC WE 4 U MIN RATEABLE MATERIAL EX15T5 FOR RILL DEPTH. GEOTEEX 351,BY PROPER) HORIZONTAL SEPARATION DISTANCES F ORM DROP INLET BURIIED FABRIC, PER5PEGTIVE VIEW di 2,GOLLAR MATERIAL SHALL BE GLEAN I DRAINAGE NON-LEACHING STRUCTURES: o o u_ WITH GATEORADE7�>�7 K I�� R�� GRAVEL ONLY. 1® ® ® ® ® 1 I WATER SERVICE LINE5/LATERAL5/MAIN5 MINIMUM U ■ \ \ 3.ALL DRAINAGE STRUCTURES MUST BE ® ® ® ® ® UNDERGROUND UTILITIES = 5'MINIMUM /e� W FRAME 36 MIN.FENCE PCXT-� i� Z WRAPPED WITH FILTER FABRIC. I® ® ® ® ® I GREASE TRAP = 5'MINIMl1M Me{ t A' o ' o �' M�h -�- ��` PAVEMENT SEGTI ON 4.U5E V DIA GORRIGUGATED HIGH DEN5ITY I® ® ® ® ® I PUMP STATION = 5'MINIMUM LN WOVEN WIRE FENCE(MIN.141/2 6AU6E W/ r, �� NOT TO 50ALE POLYETHYLENE(HDPE)HEAVY DUTY PIPE FOR I I ® ® ® ® I MANHOLE = 5'MINIMUM MIX 25% PEAT M055MAX 6"ME5H 5PAUN6)WITH FILTER CLOTH ..: �}?.rJQIL : : INTERCANNEGTION OF ON-SITE STORM WATER I SANITARY SEPTIC TANK = 5 MINIMUM z Wz (D06WOOD5 AND LEAGHIN6 POOLS �` `�F- L- °O EVERGREENS ONLY) A.HOPE PIPE 5PEOFIGATION(AA5HTO M-294) �•- COLLAR MATERIAL I NON-RATEABLE B.INSTALLATION OF HOPE SPEGIFIGATION SOIL VERTICAL 5EPARATION 015TANGES FOR , N N GATHER EXGEaS UNDISTURBED b" IS" MIN. b" (ASTM D-2321) �0UP1D y�q N V DIAMETER DRAINAGE LINES: - �j o 0 0 o AT CORNERS I I I I I COMPA(TEE 501L �_ SAWGUT AT WATER SERVICE LINES- 18 MINIMUM 134let .. - G.WATER-TIGHT JOINT TE5TING 6'MIN. SANITARY WASTE LINES = IS'MINIMUM W p� BW FILTER CLOTH PLA�NTINC PIT EXISTING 5PEGIFIGATION(A5TM D-3212) (PENETRATION) A W A MIN.OF 6"IN 6ROUND. 4" PAVEMENT D.GASKET SPECIFICATION(A5TM F-411) RATEABLE SOIL �' H GONSTRUGTI ON SFEG I F I GAT)ONS SECTION VIEW MINOR I ItL I PAVING 4SPECIFICATIONS: 1/2'BINDER - - - 1L-• I b" RCA,4 I/2'BINDER COURSE �� 0 - I. BURLAP MAY BE USED FOR SHORT E 's FOR TREE PLA�NTI NC MILL TOP I I/2" I WITH I In" TOP COURSE UNDERLYING SAND AND GRAVEL STRATA 1".� I.FILTER FABRIC SHALL HAVE AN E05 OF 40 85 SP G TO IEXI5TING PAWEMENT 4 TYPIGAsL STORM WATER tj Vol 04 TERM APPLiCaTloNs. GONSTRUGT I ON SPED I F I GAIT I ONS 4 TOPSOIL 4 SEED 2. GUT FABRIC FROM a CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED I. TREES SHALL BE AN APPROVED 5PEGIE5,6ROW�I UNDER THE SAME CLIMATIC BLENVD W/NEW7 PROVIDE GONERS- a W j 2 f0 THEY WILL BE OVERLAPPED TO THE NEXT STP�KE. CONDITIONS a5 THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL LEA�GH I N� POOL CSD) DETAIL I L u5E= HEAVY DUTY,WATERTIGHT,INSECT-PROOF i I o I.WOVEN WIRE FENCE TO BE FA57ENED SECURELY TO FENCE P05T5 WITH WIRE TIES 6ROWTH,FREE OF IN5ECT PEST AND DISEASE,SUITABLE FOR STREET TREE USE. ::. :. :. . ::::. .:............................................ ADJUSTABLE AND LOCKING CAST IRON FRAME AND COVER ��rz,�� A W 3.STAKE MATERIALS WILL BE STANDARD 2" x 4'" WOOD OR EQUIVALENT. METAL WITH A OR 5TAPLE5.POSTS SHALL BE STEEL EITHER"T"OR T"TYPE OR HARDWOOD. 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HE16M OF 51X INCHES ABOVE y NOT TO SCALE W CA W 1' 3 C { MINIMUM LENGTH OF 3 FEET. THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE(3) INCHES. , ., " TO BE SET AT FINISHED GRADE APPROVED EACH OPENING(TYP) 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE �, ;\, \, GAMPBELL 1182 G OR APPROVED EQUAL t o 4. 5PAGE 5TAKE5 EVENLY AROUND INLET 3 FEE1-APART AND DRIVE A MINIMUM IS II 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL %/��// //��/j��// W L - �n n FENCE WITH TIES SPACED EVERY 24 AT TOP AND MID SECTION. PRACTICE. THE FOLLOWING 15 DECLARED TO BE 6000 HORTICULTURAL /�//�//�//�// NOTE: ADDITIONAL GLEAN OUT SHALL BE PROVIDED I%HE5 DEEP.5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE SHALL BE WOVEN WIRE,121/2 GAUGE,6'MAXIMUM MESH OPENING. PRACTICE: /��/�</� � IN INTERIOR OF BLOG,NO HOUSE TRAP SHALL BE I WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. i/ / �/ ,/\y/\//\// //�//�//�//�// 24" 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT 3•WHEN TWO 5EGTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- (U THE TRUNK SHALL BE WRAPPED WITH BURLAP CxR KRAFT PAPER TREE WRAP ,/��/��/��/��/��/��/��/��/��/��/��/��/ PROVIDED PER IRO 2015,P3201.4 8'MIN TRAFFIC AND THE TREES BE STAKED WITH TWO /�/�/�/\/�/�/�/�/�/�/�/�/ " LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH 5HALL BE EITHER FILTER X, //��//��//��//��//��//��//��//��//��//��//��//��// 20 MIN N 20 MIN BEARING 5LA6 SHALL BE 5EGURELY FA5TENED TO THE 5TAK:E5 AND FRAME. MIRAFI IOOX,5TABILINKA TRON,OR APPROVED EQUIVALENT. (2) GEDAR POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH RUBBER j�// //�//�//�//�//�//�//�//�//�//�// SUITABLE COVER �� REST OF THE FABRIC, HOSES. (SEE PLANTING DETAIL SHEET) E TO GRADE ----- _ _ 7-7 _ 6. A 2 x 4 WOOD FRAME SHALL BE COMPLETED AROUND THE G 4 PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. FOR OVER FLOW 5TABILITY.MAXIMUM DRAINA67E AREA I ACRE (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE SA�WGUT DETAIL 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN BALL SHALL BE AT LEAST TWO AND ONE HALF(2Y9 FEET IN DIAMETER. � INLET � � ----- "BUL6E5"DEVELOP IN THE SILT FENCE. (4) ALL TREE PITS SHALL BE BAGKFILLED WITH TOPSOIL. NOT TO SCALE ' FLOW LINE OUTLET 4, ALL TREES LISTED UNDER(1)HEREOF SHALL BE BRANCHED NOT LOVER THAN NOTES: MIN 4 DIA. I MIN 4 VIA. FILTER FABRIC 51X(b)FEET-WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIMUM I.FOR GLEANOUT(5)LOCATED IN 5DR 35 PVG b 5DR 35 PVC, U.S.DEPARTMENT OF AGRICULTURE U.5.DEPARTMENT OF AGRICULTURE SPREAD OF TOP OF 4 FEET. TRAFFIC,AREAS,PROVIDE WITH PIPE OR I - - PIPE OR NATURAL RESOURGE5 CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERVICE SILT TRAFFIC BEARING FRAME AND EQUIVALENT a , ISLE I EQUIVALENT m NEW YORK STATE DEPARTMENT'OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERVATION FENCE TYP I GA L SEWER PIPE COVER PITCHED MIN. { o WALL 4 PITCHED MIN. ^ NEW YORK STATE PORT 4 WATER ENVIRONMENTAL CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL 4 WATER GON5ERVATION COMMITTEE 2.FOR USE WITH BUILDING y4 IN/I FT I � T . � `� Ye IN/I FT EXTERIOR 30'ELBOW EXTEN51ON5/60NNECTION5. d� GLEAtNOUT WPLED 10Y RAB LIGHTING HALL MOUNT DOWNLIGHT, FULL CUTOFF, N.T.5. I 4 I r CONCRETE DOME TOP X X X X FULLY 5HIELDED LUMINARE - INTERNATIONAL DARK 5KY5 APPROVED FIXTUURE V CHAIN LINK Q CHAIN LINK FENCE W/GREEN X FENCE W/GREEN X .. LED INFO: DRIVER INFO: �,N�'E 'd•' � X b'd•STD.PIPE Q PRIVACY SLATS PRIVACY SLATS I F r WATTS: IOW TYPE:: GON5TANT CURRENT � Mj-"1 ('n CONCRETE FILLF�D °:. :.,•.:.::::.:: COLOR TEMP: 4 PAINTED YELLOW tp " Y� + COLOR AGGURA�GY: 8� GRI 208V: O.O A S PT G TANK - 200 C� ,� w LL LL m I ¢.,,r: NOT TO 5GALE E-1 X Z I , 4 b X X L-IO LIFE5PAN: 100,000 240V: 0.06A PROVIDE PROPOSED COVERS- O LUMENS: 8l6 2?N: N/A USE: HEAVY DUTY,WATERTIGHT,INSECT-PROOF NOTES: [O 7- Q TOOL #3® 12"OC.EW EFFIGAGY: -13 LPN INPUT WATTS: 12H ADJUSTABLE AND LOOKING CAST IRON FRAME AND COVER I. GONGRETE TO TEST 4000 P.5.1 0 28 DAYS � < U) GRADE EDGE A IOxI°'CAMGRETE I EFFIGIENGY: &3% TO BE SET AT FINISHED GRADE OVER EACH OPENING(TYP) 2. REINFORCEMENT MEETS A.5.T.M. A-615,A-165 5PE05 Q = -^ ° ____- I PAD FOR CAMPBELL 102 G OR APPROVED EQUAL 3. ALL SANITARY PIPING TO BE 4"Q 5DR 35 PVG I II I I I I �j//�//��j/�\��/\� a X �P'T o X 4. ALL PIPING IN5TALLED UNDER BLDG 5HALL BE GA5T IRON,AND 5H:ALL REMAIN GA5T G - VANLED 10Y/PCS RAB LIGHTING LLOW-PROFILE VANDAL-RE515TANT FIXTURE FINISHED GRADE IRON LEAVING THE BUILDING TO A 015TANCE OF 5' AWAY FROM BLDG PERIMETER. / / / ice, -17 N jj\N I GOVER5 THE F007PRINT OF M05T TRADITIONAL CANOPY 24� D 5. GALG'5 AND DESIGN PERFORMED IN AGGORDANGE WITH 5GDH5 5PEG5. ✓�' m IMBED I ° I `; "' ;:". LI6HT5. GIELIN6 MOUNT TO REGE55ED JUNCTION WITH 20'►41N GHNMNIEI'S MOUNTING - 2"SAND BAND X Xs g _�, , n KNOCKOUT TEMPLATE OR DIRECTLY TO GIELINC� SURFACE. N N (T1'PI ----- --------- DRIVER INFO: -- - ----- .. INLETPROPOSED FENCE EDGE BEAM 245 TOP 4 LED INFO: F 8•MIN TRAFFIC WATT5: IOW TYPE: CONSTANT CURRENT BEARING,SLAB # TO EXTEND 10"MIN. 60T.CONT. ( " MIN.4'm 5DR 35 PVC,PIPE 3500 CANGRETE ,.`,. sP - COLOR TEMP: 3,000K 120V: 0.30A BELOW FIN.GRADE I'-O' W/�3 TIES® X "i„ v 44 X "4 OR EQUAL,PITCHEDYo"P62 ® a PROPO5M WORK: �� ~ 24"f o.C. � DOLOR AGGURF'�GY: 12 GRI 208V: N/A LIN FT MIN ® n FINISHED GRADE � r-2•b I PLAN V I EH . ,• Ll0 LIFE5PAN: 100,000 24OV: N/A w_40VE DOME FROM EXI5TIN5 - - D - f---- LUMENS: 1400 2TN: N/A ®n®rm LEACHING,POOL. INSTALL 2 H RING i i-i i-I i i=ice =1 11=1 I I=1 -d i t SEGTION A� - I TOP OF 1 ENGINEER: BOLLARD DETAIL t�I EFFICACY: IOq LPN INPUT WATT5: ON �� INSTALL 86H TRAFFIC 12BEARIN6 SLAB � F 5GALE: N.T.5. DUMPSTERS ENGLOSURE EFFICACY: 109 LPN 1 I ON 14H RINGS. � Y � SCALE: N.T.S. NOTE. BLD6. UNLE'55 O � • PIPE INLET AND OUTLET INVERTS PEP, ALL WATER LINES SHALL T. O `MODIFIED SANITARY SYSTEM OTHERH15E BE 4'-6" BELOW GRADE. Calculation Summary _� ENIAR6ED PLAN',THIS DWG. DIRECTED. 1 1 O 7 PE 10-° Label Descr tion GaIGTU�y/�e Units Av Max Mln Av 1n Max/Min Pt cLr Pt Tb �' Z ADJU5T�ABLE GUR13 BOX ,- I' 1 " JI g ` `T' I GOLLIAR X p f BINGHAIM TAYLOR m �'�jf - 2 GalcPt5 51te Readings Taken at 0-0 AF6 Illuminance Fc 0.21 4.16 0.0 N.A. N.A. 3 3 w m z FIG. No. 4g01 BUFFALO 2 SIDEWALK 4 ° 4 4 � � - TYPE,COMPLETE OR s� ,� ry .. o � _ I _o � aPPRO��/ED EQUAL. 0 9oF�3 - V. RAB NOTES: - �' E + + + LU + a. . . . . . . . . . . . *THE L16HT L055 FACTOR ILLF)15 A PRRODUCT OF MANY VARIABLES,ONLY LAMP I CURB STOP MUELLER GONSTRUGTION EXPANSION JOINT + + + LUMEN DEPREGIATION(LLD)HAS BEDN APPLIED TO THE GALGULATED RESULTS I 8'DIA PROP(nED I"WATER SERVICE H-15204 OF JEFFREY T. BUTLER, P.E. JOINT EVERY 4' EVERY 20' + + + UNLESS OTHERWISE NOTED. THE LLD 15 THE RESULT(QUOTIENT)OF MEAN LUMENS �q + �6 /INITIAL LUMENS PER LAMP MANUFACTIJ�R'S SPECIFICATIONS. (COPPER PIPE). APPROVED Q Q r + + V- PROP. I J 4" POURED • ICE AREA:960 5. . + . . . . . . . . . "ILLUMINATION VALUES SHOWN(IN FCX)T(GAN2LE5)ARE THE PREDICTED RESULTS b'MIN. - - - + + FOR PLANES OF CALCULATION EITHEFR HORIZONTAL,VERTICAL OR INCLINED AS PENETRATION O EL.®65 25 - 11 II CONCRETE ".. '•" Z SEE DETAIL IlyZll SEE DETAIL A `` �+ + � gQ- + _ •.• ....• ......... . . ....• . ... DESIGNAlID IN THE GALCl1LATICRJ 51111P1MARY. METER ORIENTATION IS NORMAL TO INTO A VIRGIN (n l.J \ o,� STRATA OF THE PLANE OF CALCULATION. HIGHEST RECORDED GRND WATER I" SERVICES 7 �\�� + + + + . . . . . . . . . . SAND AND - - - (SEE PLAN FOR O CORPORATION STOP UELLER v I.0 - o- "THE CALCULATED RESULTS OF THIS LI6HTIIIG 51MULATION REPRESENTS AND GRAVEL H 15000 OR APPROVED EQUAL DESTINATIONS) �- ' + ANTICIPATED PREDICTION OF 5Y5TEtM PERFORMANCE. ACTUAL MEASURED WITH APAG FULL BODY SUPPORT IL ANTIC+ �` O•I + + BAGKFILL MATERIAL Z � + •. PROP05ED + �. RESULTS MAY VARY FROM THE ANTIOPATED PERFORMANCE AND ARE 5-UBX(T '� O 2 Ex,PNL. TO MEANS AND METHODS WHICH ARE:BEYOND THE CONTROL( RAB LIGHTING, (GLEAN SAND 4 GRAVED INSERT SERVICE SADDLE / IOU. Z i- + + + d V2 5TY STEEL BUILDING + + . . . . . . . . . . . MODIFIED TL. AREA: 6,g60 5.F. o + + �°' F.FL.EL. ® 65.25' + . . . . INC.LNG• EXISTING WATER SERVICE " " �� O � � 1L1 6" POROUS SEGTIION A�-� •MCUNTIN6 HEIGHT DETERMINATION 15 JdOB 51TE SPECIFIC,OUR LIGHTING SAWN I TARRY LEA�GH I NO POOL (LP) } MATERIAL (NO BA5EMENT) SIMULATIONS A55UME A MOUNTING HEIGHT ONSERTION POINT OF THE LLHINAIRE Z O ' O EXISTING 5YMBOU TO BE TAKEN AT THE TOP(OF IHE SYMBOL FOR CEILING MOUNTED NOT TO 5GALE HATER 5ERVI GE DETAIL p �, = m � K �° PROP. V2 5TY . . . . . . . . N.T.S. v 0 Qi < 0. Yn JOINT ASPHALT PAVEt IENT m o SATED WAREHOUSE AREA; . . . . . . . LUMINARIES AND AT THE BOTTOM C THE SYMBOL FOR ALL OTHER LUMINAIRE 2 5EALER TO REMAIN LO B 4,860 S.F. MOUNTING GONFIGURATION5. ('{� fY tL y'.4" RADIUS ,14„ 2.0 ' `` FFI EI.®6525' •RA13 LIGHTING,ING.WMINIAIRE AND PR4ODIXT DESIGNS ARE PROTECTED UNDER U.S. &of I�n'� I NSTALLA�TI ON REQU I REMENT5 FOR RATER 5ERYI GEs Z w 02 B AND INTERNATIONAL INTELLECTUAL PROPERTY LAWS. q oS PROP.AREA:STY p \ PATENTS ISSUED OR PENDING APPLY., 1 Not (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) 11-1 ` . :`_ 2° 000, °PEN �� INSTALLATION OF SERVICES--5UBDIV1510N5 G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED 15 NOT J[ Z O 1,14o S.F. 8�1 800'2�2-��80 811 INSTALL PIPING 4 In'DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT AUTHOtRITY'S AGGEPTAI3LE.(BRASS GOUPLIN65 ARE REQUIRED) O - \ d- 0.1 B `° FFL El.®6625' NOTE: ' D D _ 20 1.0 THE LIGHTING ANALYSIS,EZ-LAYOUT,ENEERG ANALY515 AND/OXR V19JAL SINULATIONIS COPPER TAIL) D. TWENTI (20')FEET OF COPPER 15 REQUIRED FROM INSIDE THE BUILDING TO W[�� www.dignetnycli.com I. om(for oche or INSTALLATION OF 5ERVICE5-EX1511N O STREET 4 WATER MAIN THE START OF THE PLASTIC,PIPE. [-1 O X # ALL GONGRE-�fE • � � ° 0 (LI6NTINIG DESIGN)PROVIDED BY RAB'I LIGNTINI6,INC.('RAG)REPRESENTS AND V O TO BE 4000 PSI www.call811.com(for other states) 6 2'0 B , ANTICIPATED PREDICTION AT LIGHTING f5Y5'EM PERFORMANCE BASED UPON DESIGN 1. INSTALL PIPING ON THE PROPERTY,41/2 FEET DEEP FROM THE BUILDING TO THE PROPERTY SERVICE LIME INSPECTION PROCEDURES 1--1 S Q O N AIR ENTRAINED ��q- �g �- 0.1 PARAMETERS AND INFORNIATICN!PROVI[DEDBY OTHERS. THESE DESIGN PARAMETERS By law,excavators and contractors working in the five LINE.A MINIMUM I'SERVICE LINE 15 REQUIRED. I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN INSPEGTION WHEN YOUR WORK '� Q + AND INFORMATION PROVIDED BY OTHERR5 HIVE NOT BEEN FIELD VERIFIED BY RAB v ~ LL - 2 0 boroughs of New York City and Nassau and Suffolk Counties 2. LEAVE A I RISER ABOVE THE GROUND LEVEL AT THE PROPERTY LIME WITH THE END IS COMPLETED.(ONE BUSINESS DAY ADVANCED NOTICE 15 REQUIRED) tJ DETAIL "'B" DETAIL "All + AND THEREFORE ACTUAL MEA5URED RE;`�UL15 MAY VARY FROM THE ACTUAL FIELD � O I CONDITIONS. RAB REGON1MEN1D5 THAT[DE51vN PARAMETERS AND OTHER on Long Island must contact DigNet,1-800-272-4480 or 811, CRIMPED. 2. 50MECNIE M15T BE PRESENT ON THE DAY OF IMSPEGTIONL L(1 N CONTRACTION JOINT y2" x 33/4" PREMOULDED + INFORMATION BE FIELD VERIFIED THE IDE51E VARIAMETE at least 48 hours but no more than 10 working days(excluding 3. SERVICE LINE MFA5UREMENT5 FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF 3. IF REINISPEGTION 15 NEGE55ARY,A$25.00 FEE MUST BE PAID PRIOR TO THE - EXPAN510N JOINT 1. + RAB NEITHER WARRANTEES,VERIFIED T IMP EERXER STATED NTH REGARD TO ACTUAL weekends and legal holidays)prior to beginning any INSPECTION.MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE BUILDING REINI5PEGTION Z PARTI 05 + MEASURED LIGHT LEVELS OR ENERGY LUEPG;OWJ P STATED ION LEVELSNT A5 COMPARED T mechanized digging or excavation work to ensure underground TO THE END OF YOUR PIPE AT THE PROPERTY LIME.SERVICE LINE MEASUREMENT FORMS ARE 4. LEAVE THE TRENCH OPEN.DO NOT BAGKFILL THE TRENCH UNTIL OUR IN5PEGTOR HAS THOSE ILLUSTRATED BY THE LIGHTING D)E51CTJ RAN EITHER WARRANTEES,EITHER lines are marked.Excavators and contractors can also submit AVAILABLE AT TIE NEW SERVICE DEPARTMENT. APPROVED THE 5ERVIGE LINE. O S I DEI�lArL1<: PLAN AND ELEVATION I ON V I E1HlS LIGHTING AN + + IMPLIED OR STATED,NOR REPRESENTS ITHE PPPROPRIATENE55,COMPLETBE55 OR locate requests on-line,through-TIC.If you r not currently 4. THE END TI THE PIPE AT THE PROPERTY LINE SHOULD H 10 ITT AWAY FROM ANY 5. B THE SERVICE LIME INSPECTION PA55E5,THE END�THE PIPE BY THE I(E WILL z 02 + + + use ITIE,please call 1-800-524-7603 for more information. OBSTRtUGTION SIGH A5 TREE-5,TELEPHONE POLES,CATCH BA51NI5,OR DRIVBJAYS AND BE PAINTED BLUE.IF SERVICE INSPECTION FAILS,THE END OF TIE SERVICE RILL BE � SUITABILITY OF THE LIGHTING DESIGN INHTENII A5 COMPLIANT WITH ANY APPLICABLE NOT TO SCALE 0.1 SHOULD BE AT A LOCATION APPROXIMATELY OPPCnITE THE POINT OF ENTRY INTO THE PAINT®RID. z [Q + + + RC-6ULATCXRY CODE REQUIREMENTS WITHH THE EXCEPTION OF TH05E SPEGIFIGALLY + + + STATED ON oRAHINl66 CREATED AND 50MA'TED BY RAB. THE LIGHTING DESIGN 15 For safety reasons,homeowners are strongly encouraged to BUILDING. b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR INSPECCTION FAILS. � O 155UED,IN WHOLE OR IN PART,AS ADVI'50R1 DOCUMENTS FOR INFORMATIONAL call as well when planning any type of digging on their 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING, 1. NO OTHER UTILITIES(E.5.6AS,ELECTRIC,GABLE TV,ETG)SHALL BE BURIED IN THE Q 0 4" THICK CONCRETE WALK w/BROOM SWEPT 30 15 0 30 60 10 + + FURP05E5 AND 15 NOT INTENDED FOR CONSTRUCTION NOR A5 BEING PART OF A property.Homeowners can contact us directly at 6. ALL OTHER UNOER6ROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER WATER SERVICE TRENCH. Q PROJEGT'5 CONSTRUCTION DOCUMENT RAC46E. 1-800-272-4480 or by calling 811,the national cal-before you SERVICE. METER SETS FIN15H. CONTROL JOINTS ® 10' MAX. SLOPE 1/4" GRAPHIC,56ALE I" _�'O" + + dig number.For excavation work completed on personal IN5TALLATION OF 55MCE5--EXISTING STREET STUBS AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERVICE DEPARTMENT TO TO 1/2" AGRO55 WALK. #3 a 12'O.G.E.H. property,it is the contractor's responsibility-NOT the 1. IN5TALL PIPE 4 1/2 FEET DEEP FROM THE HO U5E TO THE M51ING STUB VAULT(TIE IN AT HAVE THE METER SET.WE MUST HAVE THE HOUSE NUMBER BEFORE THE METER CAN BE SET. SEE PLAN homeowner's-to contact DigNet.Having utility lines marked AUTHORITY'S COPPER TAIL) TAP LETTERS /�� I Luminaire 5cHu dole prior to digging is free of charge. 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST EN1TER5 THE BUILDING. TAP LETTERS CAN BE REQUE5TED AFTER ALL FEES HAVE BEEN PAID,WATER SERVICE HAS v SPEGIFIGATIONl5 BEEN ESTABLISHED AND THE METER HAS BEEN SET. > l> ' l> ' D P771 I. TYPE"K'SOFT COPPER TUBINI6,MINIMUM SIZE I'INI5IDE DIAMETER NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,5EPARATE EXPANSION TANKS Symbol Tag aty Label Arrangement TI Lamp L umen5 Lum.Lumens LLF Description MNT6 HT. Lum.Watts Ar.Watts Total Watts JEFFREY T. BUTLER, P.E. 15 NOT RE5PON5IBLE FOR 2• 0 5TOMERS VALVE: SHOULD BE INSTALLED. _III_ I A 3 VAMLFJ710Y/PGS SINGLE 4,2C>D 1,400 1.000 LED IOW CANOPY FIXTURE 6.0' 50.0 10.0 50•0 SAFETY AND 5150URITY R15K5 DUE TO INADEQUATE A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. SWITCHING SERVICE TO HOMEOWNER--THE BUILDER CAN BRING IN A 5I6NE1D APPLICATION _ ❑ 3. PLA6116 PIPE SPEGIFIGATION5: GARD 516NED BY THE BUYER,BUT IT NU5T BE FILLED OUT COMPLETELY INCLUDING SOCIAL WARM LIGHT(30001U LIGHT LEVELS. THI5 IS NOT A RECOMMENDED LIGHT Bq SP2 = I I=III- _ LAYOUT. IT 15 A DESIGN BA5ED UPON THE 5MTHOLD A PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS CAN BE SECURITY NUMBER,DRIVER LICENSE ID NUMBER,Gl1RRENT MAILING ADDRESS,AND CONTACT B 6 WPLEDIOY 51N6LE 5,256 8l6 1.000 LED IOW WALLPACK 12.0 60D 10.0 60.0 INSTALLED FROM THE BIUILOIN6 TO WITHIN 20 FROM THE PROPERTY LIME.THE LAST PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE ACCOUNT AND GALL SI DEWArL GR055 SEGTI ON WARM L16W(30001U TOWN GODS - SECTION 280-12a AND SUB-SECTION , , FULL CUTOFF,FULLY SHIELDED 172 - EXTERIOR LIGHTING 20 TO THE PROPERTY LINE MUST BE K 50Fi CAPPER TUBING. FOR A DISCONNECTION OF SERVICE,ALLOWING THE BUYER ONE WEEK TO ESTABLISH B. PIPE SHOULD BE CLA551FIED TO WITHSTAND WORKING PRE55LRE OF 200 P.S.I.(WITH SERVICE IN HI5A R NAME. NOT TO 5'ALE BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING PRC-5%RE) 0 2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS„AS IN5TRUMENT5 OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RE5TRIGTED TO THE ORIGINAL SITE FOR WEIGH THEY WERE PREPARED.REUSE,REPRODUGTION OR PUBLICATION BY ANY METHO,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. V150AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACLEPTANIGE OF THESE RESTRICTIONS. SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-83-03-4.7 SCALE. 1'=40' APRIL 13, 2010 OREGON ROAD NOVEMBER 4, 2010 (WATER & SEWER LINES) DECEMBER 24, 2019 (BUILDING LOCATION) N/0/F JEANNE GRACE & DONALD GRIMM N101F NORTH FORK RESOURCES INC. ' o (COMMERCIAL BUILDING) (COMMERCIAL BUILDING WITH PUBLIC WATER) a WELL 150+ k N30'12'50"E 905.41' FENCE x CHAIN LINK X X X X X X CATCH BASIN GC� ` TOP OF GRATE EL=52.5' S� (ZJt `j rq`( SCALE ASPHALT CAN (o CASPHALT _ v = N __ _ UNDE'RGROUN � W a LINE m ' - - - - _ Q CAT:i/BASIN PHONE Ll � Rl UTILITY C LIN ER k TOP OF GRA IE EL=52.3' POLE - - - ELECTRIC co PANEL J RCA CHAIN LINK FENCE _ CONCRETE CO,'J ,'ETE RETAINING WALL D v CONCRETE WALL S30'12'50"W .24.97' r, y 2a.t 6t.e' r STEEL COVERS I n Sol a LIGHT• Z r 2 2 RCA a POLE 0 A A 36.0 m cl) L 2 � a Ul r I CONCRETE WALL t Z � n G l FR. AND BUILDING EEL O r, C Co CONCRETE 8 N 1 to O z0 Z ju yo KELL o �� 00 00 En 22 2 Z 2 0 N v V RCA m (�Al RCA O Kfu N O L4 r V 00 rq 532.23'25"W �572'JIR/NG CHAIN LINK FENCE D 694.10' k zo rn � c m � TOWN OF SOUTHOLD m o NO WELLS OR CPS WITH 150' Z y cn r— ® =MONUMENT A . L/C. NO. 49618 ANY AL7ERA77ON OR ADD1770PI TO THIS SURVEY ✓IS A WOLA770N OF SEC77ON 72O90F THE NEN/ YORK STA7F EDUC:A77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 209-SUBDIVISION 2. ALL CER71FlCA71ONS PECONI�"�°S_URl/EYORS, P.C. HEREON ARE VALID FOR 7 MAP AND COPIES THEREOF ONLY IF 7 P.O. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR AREA'5.0000 ACRESTRAVELER WHOSE SIGNATURE APPEARS HEREON. 1230 TRA 1/ELER STREET ELEVATIONS REFERENCED TO M.S.L. SOUTHOLD, MY 11971 86— 24 6 ' ' 5 U F F 0 L K' I--Olt J%"i l ! T�FVICES 11PPfiOVALOF SURVEY OF PRFIR OPERTY Date: SEP 1 1 '7374 A T CUTCHOGUE Thc, dispn 7fl and iv2.ter S41pp!v TOWN OF SOUTHOLD Ot this k-lcatfon have been inspc,�:tcd'Bm-'/or SUFFOLK COUNTY, MY cerfifieti by this D�:Parkrleri.".0"cthe'r a "Cncies and fOLind to rhe s-Dtistianry. 1000-83-03-4.7 SCALE.• 1'--40` APRIL 13, 2010 '00000 NOVEMBER 4, 2010 (WATER & SEWER LINES) C r�A 1 G KNf F"PP Hill, P.E- r F DECEMBER 24, 2019 (BUILDING LOCA 77ON) JULY 19, 2023 (FINAL SURVEY) OREGON ROAD JULY 14, 2024 (Revisions) September 10, 2024 (Revisions) !V! _g 202° N/01F JEANNE GRACE DONALD GRIMM (COMMERCIAL BUILDING) N101F NORTH FORK RESOURCES INC. WELL 150'+ (COMMERCIAL BUILDING WITH PUBLIC WATER) N30*12'50"E 905.41 CHAIN LINK FENCE 7RANSFRA4R. ON CONC. W L W L�A-- TC NL WIL WL WL WL— H BASIN - rrl (APPROXIMATE LOCATION) TOP OF GRATE EL=52.5' aj 0) -9 WATER rM tZ N 00 SCALE METER 0 Q ASPHALT ASPHALT 0) 0 RCA STEEL GUARD RAIL J. --k co STORY DRANI t CA TCH DRYAELL BASIN CATCH BASIN 1. ELECTRIC 0 TOP OF GRATE EL=52.3' RCA L ASPHALT ---�TE U) METER P d7TRI POLE RCA [F:Q� 01 PANEL J Q CONCRETE G EEL S CHAIN LINK FENCE 7RNSf-R CONCRETE RETAINING WALL 0 CONCRETE WALL L.. ON Coj i4 S30*12'50"W 22497' L 1 24.1' 61.6' . STEELA COVERS WELL 0\I0L__C� rr, aA _ HVAC 0(ABINDONED) IL�I -- UNIT -9 RCA 0) 38.01 B'-: 24.1' 21 a 2 60.1 rq m y WATER t a LINE rl C GAS CONCRETE WALL BOLLARDS • TANKS :Cl? P :70 & 11/2 STORY r- r0 �° FR. AND STEEL Q BUILDING Q) CONCRETE BOLLARDS (Fin, F11. E1=64.6) 2 tu o z SEPTIC SYSTEM ELECTRIC SCOHS REFNo. C10-17-0010 s 60.01 PANEL 0 T---j WELL 0 A B PIT 7-� BOLLARD Li(ABANDONED) SEPTIC TANK .59,4o 0 (f) I o 2 60.01 2S LEACHING POOL 24'3 49'9" CONCRETE RCA CONCRETE 0 UND 1) 1,200 Gal. Precast ST with Traffic Bearing cover ROOF OVERHANECR RCA 1) 8' Dld.x 12' Ef Depth. L.P. with Traffic Bearing cover ORIGINAL SCDHS REFNo. C10-97-08 STORY DRANI 00 DRYWELL N RCA 0) 0 x— X—X - - - X—X--Y—N.X—...............X...................... � rq 0S32*23'25"W Taw — 0 XXX — MCHAIN LINK FENCE X—X—X—X— X—x 694.10' o NO C=:) TOWN OF SOUTHOLD rl-3 rTi :;a M � NO WELLS OR CPSWITH 150, fir ' e—' z �,1 H- 0 :--1 :N - •. Poll r) ■ =MONUMENT ANY AL 7FRA 770N OR ADDITION TO THIS SURVEY IS A VIOLATION NYS. LIC. NO. 49618 OF S)EC 77ON 7209OF THE NEW YORK S TA 7E EDUCA 77ON LAW. PECONIC SLOVE—YORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77F7CA 77ONS (631) 765-5020 FAX (631) 765-1797 HERE-ON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVATIONS REFERENCED TO M.S.L. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=5.0000 ACRES P.0. BOX 909 WHOSE SIGNA7VRE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N. Y l 19 71, PROPOSED WORK: N •CONNECT THE PROP05ED SEPTIC TANK TO THE OUTLET OF THE �' ""� v ( Dc s� A cv Not PROP05ED WATER METER �, �L4NO . . \ I EROSION CONTROL MEASURE: dN/0/F JOHN 8 SUSAN DROSKISKI 51TE PLAN BASED ON INTERNAL WASTE PIPING FROM PROP05M BUILDING. O = IA DING� �----- - --, - ---- i- - -- .---- INSTALL SILT FENCE A5 SHOWN. FENCE SHALL 'f RG L BUIL ORIGINAL SURVEY BY: •• PROP05ED SANITARY OUTLET PIPING SHALL BE CAST IRON AND � sT,� 00� PROP05ED WATER SERVICE SOUNf7 + yr i BE MAINTAINED THROUGHOUT DEMOLITION / O 5� 6 HELL 150'+ N PEGONIG SURVEYORS, P.C. OFN.Y.C.&I.aq Island SHALL PROJECT FROM THE Bl111-01%FOUNDATION A MINIMUM OF h'�t',y�/ � CONNEGTION POINT �/o j � s GONSTRUGTION PHASES AND REMAIN IN WORKIN6 � � 3 0 �v��\ �' 5b.b 1230 TRAVELER STREET o 24" IN LENGTH. 'I' `Q�j o ► u r � I I CONDITION UP TILL PROJECT COMPLETION N J� "�' " D C � 8002�2-��80 811 •• INSTALL GLEAIN OUT AT BUILOIN6 FOUNDATION, CONNECT A 4'QP ��►�` ✓�� 63.�4 :y' O \6 • J� EXI5TIN6 U/6 POWER/COMM GABLE TO STUB UP NEARBY N•Y. Ilgll o `7 I 631 165 5020 : EXI5TIN6 UTILITY PANEL. UTILITY SERVICE PER50NNEL www.dignetnycli.comor GLA55 2400 (PIPE(5DR) TO THE OUTLET END OF GLEAN OUT [�,` ./ � ( � � '�'r 631-165-Ilgl FAX ,�''Y �� h,54.0'+5 .0 EXISTING UTILITY POLE l^U EXISTING U/6 SERVICE / SITES I Ex.ASPHALT SHALL REWORK EXISTING LINES AND PROVIDE A MEANS SURVEY DATED: 04-13-201 ° N z www.call811.com(forotherstates) . INSTALL NEW SEPTIC TANK(S.TJ O _ CURRENTLY PROVIDED TO EX.OFFICE TRAILER. fivelaw,excavators and contractors working in the „ 2.8 LOCATION PAVEMENT 'OF CONNECTION (JUNCTION BOX PER CODE) FOR THE LAST REVISED: I I-04-2010 o flue boroughs of New York City and Nassau and • REMOVE DOME FROM E1�15TING LEACHING POOL. INSTALL 2'H RING O ��/ 5 (5ERVIGE TO BE REWORKED TO PROVIDE POWER , �MODIFICATION TO ExI TINE 63G 'b .1 t= 5 . 53. I �� : / / TO REMAIN bs. CMINUATION OF 5ERVIGE LINES TO PROPOSED BLDG. Q Suffolk Counties on Long Island must contact " • AND GOMMUNIGATIONS TO PROPOSED BUILDING Dibut n 1 ore than 10 working 811,ats 8 hours ON TOP OF EXISTfIN6 12 H RINGS. INSTALL 8 H TRAFFIC BEARING ) (MEETS MINIMUM C*tERGIAL SYSTEM REQ'MTS) / 4 0 A b,e no and legal 10days daysginnin(excluding SLAB ON 14'H WN(65. EXISTING 5I6NA6E TO REMAIN 52.4 , .3 w 530' \ j ( I INSTALL: ' mekendsand legal holidays)pooror beginning any . PIPE INLET AND CUTLET INVERTS PER 'MODIFIED SANITARY SYSTEM . . +53.0' REPUTED LOGATION OF - t • I�00 GAL.PRECAST SEPTIC TANK mechanized digging orexcavationworktoensure . . r PROPOSED ADDITIONAL ASPHALT(50g 5,F•) NORTH FORK REGYGLING S EXISTING WATER MAIN ---- - --- --� -- -- ------ / / 64 SAWGUT EXISTING PAVEMENT PRIOR TO In L m PROF,RL b 0 underground lines are marked.Excavators and A RG t " LLJ contactors can also subm t locate re nests online, -AR6ED PLAN„THIS DWG. PROPOSED I RPZ IN HOTBOX ON P.G. •" q r - 5 . i i 6 8 OxSbP,4 EFF.DEPTH / \ \ F 4, 56.9 INSTALLATION,SEE DWG 5P2 FOR through]TIC.If you do not currently use ITIC, SLAB,FOR INFO.SEE 'RPZ PLAN .1 - �I USE/MODIFY: / . please all 1.800524-7803 for more information. I , ' �V -;` " • A�' 0+ RESTORATION DETAIL NO RIGHT OF WAY z_ EASTiN6 MC12 EFF.OP.LEACHIN6 POOL ' For safety reasons,homeowners are strongly ABANDONMENT BY REMOVAL: MAINTAIN ALI.REQUIRED SEPARATION ;� ' .• J ! j ;;, •• t • -+,� b� EX15T WITHIN 500 FT 0 encouraged to call ? , ....../. ADD 2.0'H X 600 RING ON TOP OF ... b . r1 g as wellwy.Hom ownernytype MATAAIN ALL LE INSTALLING PROPOSED g )N I !�'°,: 65. c of digging re their property.Homeownersaln EXI5TIN6 SEPTIC,TANK TO BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE WASTES WATER SERVICE 54.3 gA._.:.;. vim, 56.3 i s,c,,,c ! •• EXIST1N612A'H DRAINAGE RIN65 64,4 .l. .��5 7 OF PROPERTY L contact us directly at t-aoo z7z-448o or by calling y. . . Q i INSTALL 61H X 8 d PRECAST SLAB COVER b I R + Sr O S 811,the national call before you dig number.For A LICENSED WASTE 1HAU.ER,REMOVING THE ENTIRE STRUGTURE(5),BAGKFILLIN6 WITH ,, ,6 �� • f:^I, /�1`I\ / 5b.1 excavation work completed on personal property,It SUITABLE 5AND AND 6RAVEL MATERIAL,AND PROPERLY GOMPAGTI%. EXISTING STORM DRAINAGE Nl .' 52l 0 :;;. OVER MODIFIED 13A1.1 LEACHING POOL > ?g `n as a\ • 9. + 'WATER GE LINE \ 'i ERO51ON CONTROL MEASURE: is the contractors responsibility-NOT the �� _ I -�:eteee,gy ,; \\ INSTALL O homeowners-to contact DigNet Having utility lines LEACHING POOL,TOG = EL 52.5' �� i O V� '`., j ,,,�.,,, • " �C r + \+ a �(� NO RIGHT OF WAY INSTALL 4 0 PVC,5DR 35 PIPE(TYPab.b TO BE INSTALL 51LT FENCE A5 SHOWN. FENCE SHALL BE tY marked priorto digging is free ofcharge. NOTE: LEACHING POOL DOME COVER TO BE REMOVED,I2H RIN65 BELOW SHALL REMAIN 8 x 8'DP TO REMAIN 54.3 '• ¢� J �C' sir-•ceEHo se /q 4 ¢Q" b .4 (V EX15T WITHIN 500 FT �zro. 1 \ SEE DETAILS ON DWI6.5P2 t + 5' \6 MAINTAINED THROUGHOUT DEMOLITION / � o N/O/F NORTH FORK 53 q ' ' 4. 3 0�� o\ n Y OF PROPERTY b�.l 1Q . :1+ �N i 5' o PROP05E . \ CONSTRUCTION PHASES AND REMAIN I'N WORKING °, ERo510N CONTROL MEASURE: y V LOGATI ON MAP 7+ + bs.s L.ANDSGAPE AREA(2,62�FJ - ZONING INFORMATION: I N5TALL 51LT FENCE AS SHOWN. FENCE SHALL BE RESOURCES INC. �� O • / a4 / � \ . CONDITION UP TILL PROJECT MPLETION (MAINTAINED THROUGHOUT DEMOLITION / (COMMERCIAL BUILDING , ( H L .5EE 5HT 2 FOf. INFO / .5.3 v,� � �} � NO SURFACE WATERS/WETLANDS NOT TO SCALE N/O/F NORTH FORK _ /,., „� o- \ � LIGHT INDUSTRIAL 'LIP WITH FUBLIG WATER) t 5 , .8 (� WITHIN 300' OF PROPERTY LINE RESOURCES INC. + ��. + • . ' \ 0.8 o r d o CONSTRUCTION PHASES AND REMAIN IN WORKING (COMMERCIAL BUILDING WITH PROP. I ' ' ' + \ 66.8 bb..h \ . . , Cy v CONDITION UP TILL PROJECT COMPLETION I' CONTRACTOR SHALL CLEAN (2) EXI5TIN6 DRAINAGE LEACHING POOLS PUBLIC WATER) 6T.2.' A R AREA:960 5F. b q LOT SIZE: 40,000 MIN / EXISTING STORM DRAINA5E ALONG ENTRANCE OF 51DE ON N.E. AND N.W.51DE5 OF DRIVEWAY A 0065 + + 5.2 i4, m - EXI5TIN6. _211800 S.F. (5.O AG) q \PROP05ED: N.G. EXISTING PWR/GOMM 5ERVIGE SHALL BE LEACHING POOL,TOG = EL 52.3' THE COMPLETION OF CONSTRUCTION. T o `+ \ - Fgo 25 6 + c� M + q' �O �', 5V x 8'DP TO REMAIN O I9I560NNEGIED FROM THE EXISTING Q �� +,y �`I / GA. 645 EX15T r \8 q NO RIGHT OF WAY �N =' 1 \ _- . . . . . . . .PANEL To IN . 5 6113 R Fro it�fLECTRIGAL LOT WIDTH; 100 MIN OFFICE TRAILER AND PARTIALLY j . .�. EXI5TIN6 POWER/COMM. SERV. TO BE REWORKED/REROUTED TO �- EX15T WITHIN 500 FT 0 ery / �'� +`�' / + + RETIRED C' S Fsio �s EXISTING: 30g 33' ABANDONED TO THE EXTENT INDICATED �� 55. 'STUB UP' IN LOCATION NEARBY EX. ELECTRICAL PANEL. INSTALL `� OF PROPERTY �` �' col p• + r + + + \': - o' TEST%L '1.6 E STING ' f �6�o Ftiri�` 11,�� / ��G� +8 f rt PROPOSED +\ f ABA' ONED HELL.PIT '.PROP05ED: N.G. J s ` 51.�"' REQUIRED SPLICE/JUNCTION BOX FOR INTERMEDIATE CONNECTION 5D / / FOR CONTINUATION OF PROP05ED /:' ( 1 d 'y l sr. + '' d U'2° STY STEEL BUILDING + ° .fix• L. \ IN 1) PUBLIC WATER SERVICE LINE POINT, FOR CONTINUATION OF POWER/COMM. SERVICE LINE �' _ U.:\� � ti - 9 PROP. LANDSCAPE SCREEN 3, LOT DEPTH; 150 MIN 5EE PARTIAL 51TE PLAN(THIS DWG) SEE PARTIAL SITE PLAN(THIS DWG( so 6 \ + S' �F AREA: ®�b6O5.F. o + hs (13) 6' H. Dk AMERICAN ARBORVITAE b r'.'.'.'.'. . . o BOTANICAL NAME: TI6'JA. . . . . . EXISTING: g05.41' I 6 56.6 PIR�O AREA ho s�, 64.4 LA�NDSGAPE AREA (1,586 5.FJ. + � PROP05ED: N.G. EXII5TIN6 TEMPORARY STORAGE ? 2 -- (NO BASEMENT) r . / 3 EXISTING ELEGTRIGAL F :. .' I �5.1 OGGIDENTALI NI6RA ro. 8. 65 25 5EE 5HT 2 FOR INFO b .o �A PLANT: 5 TO 6. OG 5PAGIN6.� d MAILERS /BLDGS TO BE REMOVED `� ' �.3 1�ANEL ro REMAIN y'/L.F.= � �- FRONT YARD SETBACK;_-'MIN o C. _ 0. IT MIN DROP OF.034' g0 " / 64. �° EXISTING: Ilg.l' (5TORAGE ITEMS No.1 THRU No.l2) / 2 / GONDmoN) _ p.o, PROVIDE 5'W P.G. WALK(4615 b5l \ T'T H0LE SEE PLANTING D , bW6 502 wry. ' 6 �: 3. 9 o N/O/F JOHN d 5U5AN DRO5K15KI / G 0 PROP. (Y Sll' . . . . . . . o PROP05ED: 58.1 q b.q SEE PVMT DIE_, DWG SP2 2 66.1 PRDP05ED MODIFICATION TO EX15T. 5AN. SY5.: \OO / GOMM BUILDING ��\N�W�\� /O iX XP/ � ® \ p 63.5 II q\ HEATED WAREHOUSE AREA/ . . . . . . . Q EX STING. ., �� SIDE YARD SETBA EX. 1,0100 GAL. HEAVY DUTY SEPTIC TANK q �. b�.�.' � - , \� EXI5TIN6 1,P,� �� 25' Y, �� ' O, PROVIDE.STRIPING FOR 4�60 S.F. � 5n: A NDONFb��1ELL' GK 20 MIN ' /o FPL.EL.®65.25 ��. AEA:. . ,.�Q9'. . /. / ��OQ� r •• TO BE ABANDONED BY REMOVAL 64.4' " " ' S. .. . . . �- F¢oM�� NEIGHBORING WELL ` O r LF•=� '= a� PROP05ED PARKING SPACES SET �o• `��' +64.g' 58.1 /,. 1140 5 . . 0 EXISTING: 55.1 .. �c; \ of I r 035'M11N DROP ., / ON EXISTING ASPHALT PAVEMENT. `O / 1: F.R0 ®bb25' PROPOSED: lq.g 5EE BOXED NOTE FOR SGDHS REQ'MNTS b6 5 EXLGtl7. \yp F SSA 1 SEE PARTIAL 51TE PLAN FOR NEW 5EPTIG "' s r .. �� .. ..6 �SERVIGE;LINE. . � � SEE HG PARKING DTL DWG.ESPI � 61.1 �T T I O S.T. If-62.111 e �`�' 1 tijj 0 t r TAW ^ �Sp ..3b5. 0 BEABN�I7ONED�� IE 61.93' ( •' 0 IFi N ti +65.1' + + / / �0 SIDE YARD SETBACK CUMULATIVE: 40 MIN �c c ��P 2• • \ 0/ ;. :•� I / b.b EXISTING: 24&.0' • EX. 8'xc12' EFF. OP LEAGHIN6 POOL / ^ s��'16��J: . . . . . . . . . .EXISTING. . . \ .S I � 4/ "`` + / PROP05ED: 166.1' •• REHOVE EXIST, CONE COVER 61:2. ��T�p� �'(? ELEGTRIGAL PANS\ H WDIF PRIME PURVEYORS OE 82 2, ,`� 6 .1 yo + P T INA E Y TEM N . bg •• SEE: PARTIAL 51TE PLAN FOR NEW SLAB T �sT �� btg 1ZEMAIN �i 6 �.\� �.3):� 0 ? .. . .'.'. . ..� N/ COMMERCIAL AND RESIDENTIAL ` �/ �• EXISTING / E IGA D T BUI ING ROOF RUNOFF - Sp -1 ` v 4 ASPHALT PAVEMENT b .9 6 + r + r . REAR YARD SETBACK: 10' MIN 'a ' ' ' \ �+9b 6 . . . 6 66.0 Vi�D ( 8 D. STORM ORN6 . .. . . . . . . �. �.' TO REMAIN Ex.P.G. E� ('{) > :'� a j.,b fxiSTl \ Fo 6 . LE CHI NG PG NNEGT AS 5HOWN EXI5TING. 5418 b .0 \' �.i : 4?. �R� ��, BANDONE , 4 PROP05ED DUMP5TER AREA ON F SLAB TO + PROP05EO: 566.0' /. T� `� ��q ''. . . .'..WEL 'PIT. . . .6�r. . . .'.'.' MODIFIED SAN. S 1L S. �� EXISTING ASPHALT PAVEMENT Any �� REMAIN 6 MAINTHAIN AtL QD SEPARATION DISTANCES \_ EXISTINGo r XI T G OFFICE TRAILER T ' ' ' ' ' ' '�' '' 6 4 SEE DETAIL DWG SP2 \ 4'9 3 P.G.SLAB TO RECEIVE 6.5. . . . . . . . . . . . . . . . .5.I'.'.'.'.'.'.'. .'.' ' ^ TO BE REMOVED ql c• �1 PROPOSED BUILDING X,'RETIRED. .ST.WE�L ' ENLARGED PLAN 6' 63.5 \ o + + ERO5IbN TROL MEASURE: >- LANDSCAPE AREA REQUIRED: 25�0 (54450 S.F) / . . . . . . . . . r. I 63.8 64.8 h� Tj 65.0 �x 5.5 \ \ �. 65.1 + + +/+ PRbVIDC T PROTECTION FOR ALL OPEN W N EXISTING: ±2156% (f46,g60 5.FJ b •q \ q (SEE PROPOSED PARTIAL EXISTING �� \ PLAN,THIS Dl^!6.) i.' O GRADE. SEE OTL DWIG SP2 T' PROP05EO: ±25.059 054,614 5.Fa NO 50WAGE WATER5/WETLAND5 TE5T � � 1 ABAf1DONED'WEL�r' \ \ ' b35, o. .l �• �o w WITFHIN 300'OF PROPERTY LINE Q a ®HOLE a0 F J. •'.b4:g• 6F \ + + / -_ •, (� MAXIMUM PERMITTED DIMENSIONS: �`�� Exlsrrd6 ao h�\ Ex GONG /. 20 10 O 20 40 �� 10 \ \ b 2 + LOT COVERAGE: 30q MAX(b5,340 SQ.FTJ ASPHALT PAVEMENT 65.1 �' TO 11 BE / GRAPHIG SCALE I = 20-O NO RIGHT OF WAY �� TO REMAIN +65.1 b •q �� F\ i �� \ + + 12 EXISTING LOT: 2.15% (4,614 SQ.FT) EX115T WITHIN 500 FT A 'ems 6 ' ��v \ 63.a + + W m X �' �' �; �e �Q bo.5 �vo vQ EXISTING \ \ e + '.. PROPOSED PROPOSED LOT: 5.20% (6,gh0 SQ.FTa OF PROPERTY �' b4.3 b . 65 6 Q� /. `� b �� 5�!' 666.0 / I SANITARY YIELD GALL: bf(� LOCATION FOR \ 65.3 � + [-'-I X Z LL BLDG HEIGHT: 35 FT. MAX .4 ' � \ \ q �/v a �b.o ALLOWABLE FLOW (DEN5ITY): .o RGA STORAGE \ �� + / 5EAE5H 2 FOR C3,448 S.FJ, v i- Q EXI5TING LOT: ±12' r b .4 / b.4 GROUNDWATER MANAGEMENT ZONE: IV 6 .6 �� O INFO D E••--� ED > Q PROP05ED LOT: ±28' / . . . . 1 \ \, �"✓w g b . � _ �� 631 v� + Y A M LDS \ /q ALLOWABLE FLOW FOR 51TE 600 GPD/ACRE 4 Q + 5 hi-i O �° PARTIAL SITE PLA \ e - O NO RIGHT OF WAY eF \ TOTAL SIZE AREA = 5.0 ACRES (±211,800 SQ.FTJ o + } bb W NUMBER OF 5TORIE5;2 1/2 MAX. e. . \ e� . . EX15T WITHIN 500 FT I �---1 IL (Z/ N / . . . . ¢`i \ b .2 72 (600 GPD/AGRF.�(5.0 ACRES) - 3000 6PD ALLOWED o � EXISTING: I STY / o - v \ D�� OF PROPERTY _ (�ti . . EXISTING 3.d PROP05ED: 11'2 STY \ =v�/ j / Pv� 60. LOCATION FOR \ 65.3 ��0�. . . . . . . . . . } Al ' RGA STORAGE \ f�� . .. }/` SANITARY FLOW GALG: 30 15 O \ 30 60 p f ko V) CN V �. . ..�. .b 0.1 1�?_ GRAPHIG SCALE - SEE PARTIAL SITE PLAN Q -0 PROPOSED BUILDING AREA (b g60 5.Fa BREAKDOWN: I° = 30'-0'� m 66 \ \ v OFFICE AREA: g60 5F b,. 61.3 . . / FOR PROPOSED LIGHTING PLAN TEST HOLE �� '.2:':' ` FOR WORK IN THIS AR A.". . . .'.'. . bc' `� \ / SEE DWG No.2 e �� HEATED WAREHOUSE AREA: 4,860 SFI 6,000 S.F.BY: YOUNG AND YOUNG I�} 4w \ �T oTHIS DWG) o v OPEN 5PAGE AREA. 1,140 5F DATE: MAY 23, Iggl 62 g .%.'_' b .0 �� \ 61. \ 6 } o� P ANN I N ARD W o '�' FLOW RATE5: L G B4 CONDITIONS OF �---- ,� H EL.65S' 6RouND LEVEL o' ` �� \6 \ : }� GENERAL INDUSTRIAL = OD4 600/5F 51TE PLAN APPROVAL: PARKING CAL05: BROWN LOAM `� �`� �w \ 64.3 / �° 1, All trucks must use the de51 nated truck route RESERVED NOz 'No PARKIN PARKING REQUIRED ON 51TE PER TOWN CODE: ENOINEERt /.. . . . . ti o og NON-MEDICAL OFFICE 5PAGE = 0.06 6PD/5F g c° - ANYTIr�•s N (oU `� 6 2 6 161.1' v� �� \ +/moo for this site, which runs between the site p� G - OFFICE; 15PAGE/ 100 S.F. OF 6RO55 FLR AREA -.,� EL.64.0' /;'. �°' V co o o`� driveway and the signalized intersection of o H ,P Ire sl WAREHOUSE; 15PAGE/ I p00 S.F. OF GR055 FLR AREA I'V >, 15 BELOW GRADE (�O ticW o \ � NO RIGHT OF WAY g60 5F X 0.06 6PD/5F = 51.6 6PD FLOW y g �OFf NE'\,. FINE TO GOAR5E `'J /:' ' ' ' 3 q<< r '�} b�.3' �. �`� 6:000 5F x 0.04 6PD/5F = 240,0 6PD FLOW GR48 and Cox Lane. Truck traffic to and PARKING ETAIL TFfIS HIT) '� v T �\ ¢�. 0 0 2 � � EXIST WITHIN 500 FT ,.,. � 5AND(5P) o\ / / oNC �y� �� EXISTING � OF PROPERTY TOTAL 51TE FLOW = 2gi.6 6PD from this site is prohibited to travel over : - PROP05ED OFFICE AREA: 0�< ' ' \ % N LOCATION FOR / ' Oregon Road except in circumstances that > I ANY L a60 S.F. / 100 S.F, PER SPACE = 10 SPACES 1 Fk RFM 61'91+? q b '1 PGA STORAGE �1 /0� SEPTIC TANK CALCULATION: g p require it. ( , ro Nc 60. f. . NO SURFACE241.6 6PD X 2 = 5g52 6PD �► TIME WATERS/WETLAN05 il. The ermittee shall only accept construction MOP05ED WAREHOUSE AREA: EL.4os' I' PFM4jN q// bo.3 b .4 SEPTIC TANK CAPACITY REQUIRED = 5g52 6PD and demolition debris defined 6NYGRR g-0 8-O 8-0 8-0 bp00 S.F. / I p00 5.F, PER 5PAGE = 6 5PAGE # • I=, } �,y r n r n r n r rr -2s.o BLW GRD � .3. . . WITHIN 300' OF PROPERTY LINE `"� P� �i----- -� I � C? �' /J Part 360-1.2(b)(38 and non-putrescible NO PARKING NO WATER ENCOUNTERED �� }66.1 LEACHING POOL CALCULATION (N.Y.SDA.T� O o> a93 HIGHE5T EXPECTED GROUNDWATER �. \ wastes such as tires, furniture, carpeting, ANYTIME 51CN TYPICAL PA&LCIN6 DETAIL TOTAL PARKING REQUIRED = I6 SPACES 3 c' PER S.G.WATER MONITORING WELL bo.5 // h° \ b } 2gH GPD/ 1.5 6PD/5.F. = Ig8,4 5F REQUIRED appliances, scrap metal and machinery) at the (5EE 51TE PLAN FOR LOQ NOT To 5GALE Nor ro SCALE �OFESSkGNP No.5323g0.1 15 EL.10.26'(NAVD2g) b I \ 51DEWALL LEACHING AREA REQUIRED = 148.4 5F facility In an amount that does not exceed HANDICAPPED PARKING PROVIDED ON SITE = 16 SPACES 5b.4 - moo- -• r y PARKING 516N H.G. 5PACE5 REQUIRED (OF TOTAL= (I 5PAGE) JEFFREY T. E3UTLER, P.E. Io 2g0 cubic yards per day. :�' '• 58.4 EXISTING SITE DRAINAGE CAM:/ o A } PROP05ED MODIFICATION TO Ill. The permittee shall not store more than 1,200 NOT TO SCALE . .. EXISTING f\ ,� }� VOLUME = AREA x RAINFALL x GOEFFIGIENT EXISTING SANITARY SYSTEM cubic yards of solid waste at the facility at L1 AREA = 5URFAGE OF RUNOFF ORIGIN (5Q.FT) an given time. -1 • •'� LOCATION F R � -�• \ /. • RGA ST�E �.� RAINFALL = 2" = O.I61' (MEETS MINIMUM GOMMERGIAL SYSTEM REQ MT5) y g 51.5 �sa� 55.0 t / INSTALL: iv. The permittee shall limit operations at the PROPOSED SI TE PLAN: 0 GOEFFIGIENT OF ASPHALT = 1.0 • 1,200 GAL. PRECAST 5EPTIG TANK y 4.1 GOEFFIGIENT OF GRAVEL, DIRT, RGA = 0.40* facility between the hours of 8:00 AM and 51TUATE AT: j iD bo• ��. •• 8(X5 DP,4 EFF. DEPTH 6.00 PM, Mondaythru 5aturda An attendant 0 0 ` pw .2 "BASED UPON 5UB6RADE OF FINE TO COARSE SAND y 8415 COX LANE GUTGH06UE,NY 7 � , 51.0 561 `� U5E /MODIFY: shall be present during all hours of operation. TOWN OF 50UTHOLD v��" ` } EXISTING DRAINAGE SYSTEM No I EXI5TIN6&'X12' EFF. OR LEACHING POOL v The permittee shall maintain a fence around SUFFOLK COUNTY NEW PORK Q/ � � �v fib, �� / INGLU51VE OF: o: REMOVE DOME FROM EXISTING LEACHING POOL the property and a sign at the entrance that SGTM NO,: 1000-83-03-04,1 v ZLL � a� INSTALL 2 0 H X 8.0 m RING ON TOP OF EXISTING indicates hours of operation, and the types of EXISTING WATER SOURCE: PRIVATE WELL TO BE ABANDONED Z W T: Q�� ASPHALT DRIVEWAY ENTRY = 4p00 S.F. P yp 12,0 H DRAINAGE RINGS waste accepted and not accepted. PROPOSED WATER SOURCE: PUBLIC SERVICE z W 5b3 \ / 1.� 4,000 5F x 0.161' x 1.0 = 661 GU.FT. •• INSTALL 8"H X 8'0 PRECAST SLAB COVER OVER vi. The permittee shall control nuisance at all TOWN ZONING: LI (LIGHT INDUSTRIAL) } MODIFIED 13,0'H LEACHING POOL times which include, but not limited to, odors, GROUND WATER MANAGEMENT ZONE: IV THE UNDERSIGNED,PURSUANT TOSOUTHOLDTOVVNCODESECTION O � O m O I W 55.6 �-� EXISTING EXISTING DRAINAGE STRUCTURES PROVIDED: dust, Vectors, noise and windblown litter. FEMA FLOOD ZONE: WA tea►-131(n,ACKNO%VLEDGES THAT TIC CONDITIONS OF THE SITE PLAN LOCATION FOR � EXISTING MONITORING , • INSTALL G.O. ® BLDG FND WELLS ON NEIGHBORING 2 - 8 x 12 LIQUID DEPTH = APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED Y-�•1 Iv- OI IL PGA STORAGE �. • INSTALL 4"� PVC, 5DR 35 PIPE CiYP) DATUM: ELEVATIONS AND TOPO REFERENCED TO M5L /, t20�ARE ACCEPTED(SEE CONDITIONS ON R Al #2. . . . F/pW /-f A \ } l,, PROPERTY bl5 84 GU.FT.OF VOLUME PROVIDED +' 6� e \ +555 -O' _ \ \ / }�.�/YJ EX15TING DRAINAGE 5Y5TEM No.2 • E DETAILS ON DWG. 5P2 ESOLUTION). Q 511E DATA: EXISTING: PROPO5ED, PLEASED nv7 NAViE ��-i-'E�r{�L. W I EX15TIN6 RA W o �5 . / \ 5 INGLU51VE OF: AREA OF SITE: ±211,800 5.F, N.C. Q� o V GRAVEL/RGA = I5l 900 S.F. t ,n \ BUILDING AREA: (5.0 AGE N.G. . ,. A E TITLE �D .._.3. a O 8.4 / \ 54.4 } 61 EX15T.ASPHALT DRIVE 4 MANEUVERING AREA = 24,500 5.F. ORECON ROAD O 6%� . . . . . . . 55.6 � s, \ / 1/ 200:OFFSET QA < �� t PROPOSED ASPHALT = 50g S.F. OFFICE TRAILER 644 5.F, TO BE REMOVED APPROVED BY Z / 54. / PROPOSED TEMP 5TOR No.1 28O S.F, TO BE REMOVED .S w TOWN OF OL?HO PLAN�CVG BOARD E--i W X �L O NO BULDINGS AND TEMP 5TOR Not 248 5.F. TO BE REMOVED . . . . . . . \ � • "1'• •. ... . �J APPLICANT: LSE: INe c �i // � 14. .:•. �STORMWATER CONTAINMENT AND r,'�, MORTON BUILDINGS 151,g00 S.F. x O.I61 x 0.40 = 10,530 GU.FT. STRUCTURES WITHIN •1. `"�r \ �. .3 RECHARGE AREA 25,oOg 5.F. x 0.161'x 1.0 = 4,17E GU.FT. 200'OF PROP.LINE USE` TEMP STOR No3 512 S.F. TO BE REMOVED 1 22355 COX LANE,UNIT No.4 CGt`tERGIAL RENTAL - t o I }_- v LL 1 5TO9r��EA: "1,310 Sa.FT. GUTGHOGUE, NY IIg35 5TORAGE REQUIRED: 14,101 GU.FT.VOL. TEMP 5TOR No4 312 5.F. TO 13E REMOVED CHAIRPERSON SIGNATURE '-DATE LL O i VOL.: f21,500 01FT., j 631-134-4060 'IE LIW7 TEMP 5TOR No.5 232 S.F. TO BE REMOVED NOTE: r � � `0 N NO BULDIN65 ANDThe approved site development plan shall be valid for a period of eighteen z �\ STORAGE PROVIDED IN STORMWATER CONTAINMENT TEMP 5TOR Nob 668 5.F, TO BE REMOVED >� (1� - - 6/ 53 3 5TRUGTURE5 WITHIN I mmths from the date of aPProvat as per code Section2M132A. NO RIGHT OF WAY \ AND REGHAR6E AREA = ±21,500 CU.FT. TEMP 5TOR No.1 10 S.F. TO BE REMOVED d� LL LL 200'OF PROP.LINE -, EXIST WITHIN 500 FT � '' \ .• \ ti �'. �.-EGEND: USE:______-- TEMP 5TOR Nob 312 S.F. TO BE REMOVED p OF PROPERTY \' TEMP 5TOR Nog 324 S.F. TO BE REMOVED Z . UNDERGROUND LINES -u6 UO ue - \ ICE:sr I a TEMP 5TOR No.10 1,042 S.F. TO BE REMOVED z z F /}• . WATER SERVICE �+ 1,r � TEMP 5TOR Noll 158 S.F. TO BE REMOVED � Q NO SURFACE WATER5/WETLAND5 / PROPOSED DRAINAGE GALG• ATEMP 5TOR N0.12 72 S.F. TO BE REMOVED F�� $So q. NO BULDINGS AND U56 OFFICE USE:DW:LLIN6 Q Q WITHIN 300 OF PROPERTY LINE M14+ �sc ' ��, •.•50 STORM DRAIN - so so so- VOLUME = AREA x RAINFALL x COEFFICIENT 5TRUGTURE5 WITHIN ° METAL BUILDING WA b,g60 S.F. v AREA = SURFACE OF RUNOFF OR161N(5Q.FTJ 200'OF PROP.LINE EX, 51TE BLD6 AREA: 4,614 S.F. 6,5160 S.F. �`'''•' SANITARY PIPING -ss � „ _ , ' RAINFALL = 2 = 0.161 LM a� BLD6 COVERAGE: 2.15% 3.20% STORM WATER FLOW ARROW COEFFICIENT OF ROOF RUNOFF = ID � f OVERALL SITE PLAN NO BULDIN66 AND 1a' A FINISHED FLOOR ELEVATION FIN FL EL.= PROP05ED DRAINAGE SYSTEM NO3 5TRUGTURE5 WITHIN LEACHING POOL 1 �`t EX.SPOT ELEV. xb.0 ROOF AREA = 6,g60 S.F. 200'OF PROP.LINE � AREA OF DISTi)R WEII 38,6a8 sQ,FT. W1 OPEN 6RATE �� b g60 5F x O.I61' x ID = 1,162 Gl1.FT. 1% � EX.UTILITY POLE �� 115E SGDHS REF 50 25 O 50 100 150 200 250 TEST HOLE 4 -8'0 x 1' LIQUID DEPTH = KEY MAP: NO.GRAPHIG SCALE 1" = 50'-O" I,182,12 CUPT.OF VOLUME PROVIDED 200'OFT'ET SPI 5GALE: 1" = 200'-0" O PRIOR SGDHS REF. N0. CIO-Q7-0008 5GDH5 APPROVAL AREA: of 2 r � CAST IRON FRAME AND 6RATE/COVER cOv CAMPBELL 102 G OR APPROVED EQUAL z SEPARATION 015TANGE REQUIREMENT5 FOR N ASPHALT GONGRETE - TYPE b 36'MIN LENGTH FENCE WOVEN WIRE FENCE(MIN. NOTE: - 5TORMWATER LEAGHIN6 M M � . � STRUCTURES AND DRIVEN MI P05T5 DR N.I6 FINAL GRADE S PIPING (OTHER THAN RE5IDENTIAU• z 2 X4 WOOD FRAME 14 I/2 GAUGE W/MAX.6 EVERGREENS SHALL HAVE .ASPFfALT•BASE COURSE � O INTO GROUND. MESH 5PAGIN6) THE SAME PIT AND BALL HORIZONTAL SEPARATION DISTANCES FOR STORM 5TAKE REQUIREMENTS A5 MINOR 1,"TRAFFIC DRAINAGE LEACHING POOLS:'MAX.G.TO G. STrONE BLEND BASE -G5% GOMPAGTION(STANDARD PROCTOR) - N PROPERTY LINE = 10'MINIMUM a� `A TREES NO STAKING REQUIRED. i/ �� i\ \� \ �\� � �i��i �i\ IS PIPE DIA.MIN. I BEARING SLAB BUILDINGS WITH CELLAR = lo'MINIMUM � FABRIC ��-' /� Ifs MIN. (WHEREI BUILDINGS ON SLAB = 10' I N _c \\\ w �\ RED) i I APPLICABLE) WATER SERVICE LINE/LATERAL5/MAINS = 10'MINIMUM ro �- HIGH D POLYETHYLENE D ® ® ® ® 1 UNDERGROUND UTILITIES = 5'MINIMUM L Q ~ 9MD STRAND 12 PAVEMENT SECTION (MINIMUM THICKNESS) DENSITY POLYETH SANITARY SEPTIC TANK = 20'MINIMUM �' p REINFORCED OUBLE # SIZE: ® ® ® ® 1 -III- a ASPHALT CONCRETE " DRN INLET TO 5D CONN = 10"0 MIN ® ® ® ® ® 1 GREASE YTR E 20' POOL = 20'MINIMUM q A It ! ILTER OF RUBBER HOSE 2 WIRE TWISTED I ® © ® ® ® PUMP STATION = 20 MINIMUM m Tf� TIT ! o I . �J FILTH PIECES WEARING COURSE 1 I/2 5D TO SD GONN = 15`�MIN I ® ® ® ,� ® ® 1 �� `� `�' Ib MIN _ ASPHALT CONCRETE ROOF LDR GONN- 4 MIN I ® ® ® ® ® I Y MIN. MANHOLE = 20'MINIMUM I- 2 2_II _ vI III 0m _ TIT � •d�' ;;) BINDER'(�� `�' � �' � y z w LOOSEN BURLAP " SAUCER COURSE 3 MIN. I ® ® ® � ® ® i RETAINING WALLS��O'MINIMUM �n � STORM DRAINAGE LEAGHIN6 POOL NOTES: I ® ®y LU AROUND TRUNK 12 3" MULCH STONE BLEND BASE 4' I WRAP STRUCTURES WITH FUEL STORAGE TANKS(BELOW GROUND) = 20'MINIMUM 9 I.COLLAR DEPTH 15 NOT REOV WHEN I ® ® ® DROP INLET BURIED FABRIC - d MIN I WITH GATE PERSPEGTIVE VIEW > RATEABLE MATERIAL EXI5T5 FOR FULL DEPTH. ® ® ® ® ® FILTER FABRIC(USE S J� I/� J� C /� 6EOTEX 351,BY PROPER) HORIZONTAL SEPARATION DISTANCES FOR STORM Sn " P!-tRK( I�llJ !"tRLl GRAVEL ONLY. SHALL BE GLEAN I DRAINAGE NON-LEAGHIN6 STRUCTURES: O o i� FRAME 36 MIN.FENCE P05T ® ® ® ® I� I WATER SERVICE/ z 3.ALL DRAINAGE 5TRllGTURE5 MUST BE I® ® ® ® ® I UNDERGROUND UTILITIES A SRMAILNS INS = 5'MINIMUM % PAVEMENT SEGTI ON WRAPPED WITH FILTER FABRIC. I® ® ® ® ® I GREASE TRAP = 5'MINIMUM p WOVEN WIRE FENCE(MIN.14 1/2 6AU6E W/ 4.USE 15'DIA C.ORRIC-IJGATED HIGH DEN5ITY I® ® ® ® ® 1 p \ PUMP STATION = 5 MINIMUM NOT TO SCALE POLYETHYLENE(HOPE)HEAVY DUTY PIPE FOR I® ® ® ® ® I MANHOLE = 5'MINIMUM ---ti I II h 3 MAX MESH SPACING)WITH FILTER CLOTH (D06WOOD5 AND 1'Uf'`a01L INTERCONNECTION OF ON-SITE STORM WATER I _ r IIII � �LEAGHIN6 POOLS SANITARY SEPTIC TANK - 5 MINIMUM EVERGREENS ONLY) A.HOPE PIPE SPECIFICATION(AA5HTO M-Zq4) I NON-RATEABLE o 0 0 O 6ATHER EXGE55 I I l I UNDISTURBED GROUND COLLAR MATERIAL MIN. b" B.INSTALLATION OF HDPE SPECIFICATION 04 501L O N N AT CORNERS COMPACTED 501L (ASTM D-2321) DRAINAGE LINES: m VERTICAL SEPARATION DISTANCES FOR STORM us --`i - GROUND WATER 8 DIAMETER EMBED FILTER CLOTH SAWCIT AT WATER SERVICE LINES = 18"MINIMUM o o 0 PLANTI NC PIT EXISTING G.WATER-TIGHT JOINT TESTING 6'MIN. SANITARY WASTE LINES = 6'MINIMUM A MIN.OF 6 IN GROUND. 4" p PAVEMENT SPECIFICATION(ASTM D-32121 (PENETRATION) GONSTRUGTI ON SPEG I F I GATT ONS SECTION VIEW MINOR TREES ( PAVING SPECIFICATIONS: D.GASKET 5PEGIFIGATION(A5TM F-411) RATEABLE 501E b' RGA,4 1/2'BINDER COURSE I.FILTERM APPLIG 5HALL .HAVE AN E05 OF 40-85i. BURLAP MAY BE U5ED FOR SHORT SPEG's FOR TREE PLANTI NC MIH TOP 1 11 " I WITH 1 1/2' TOP COURSE UNDERLYING SAND AND GRAVEL STRATA 2. GUT FABRIC FROM A GONTINUOU5 ROLL TO ELIIMINATE JOINTS. IF JOINTS ARE NEEDED GONSTRUGT I ON SPEG I F I GAT I ONS PXVEI. TREES SHALL BE AN APPROVED SPECIES,GROWN UNDER THE SAME CLIMATIC BLEND NU NEW 1 4" TOP50IL 4 SEED TYPIGAL STORM WATER THEY WILL BE OVERLAPPED TO THE NEXT STAKE. CONDITIONS AS THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL7 PROVIDE COVERS- 3.5TAKE MATERIAL5 WILL BE 5TANDARD 2" x 4 WOOD OR EQUIVALENT. METAL WITH A i WOVEN WIRE FENCE To BE FASTENED SECURELY To FENCE P05T5 WITH WIRE TIES GROWTH,FREE OF INSECT PEST AND DISEASE,SUITABLE FOR STREET TREE USE. .............• LEACH I NC POOL (52) DETAIL U5E= HEAVY DUTY,WATERTIGHT,INSECT-PROOF 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF 51X INCHES ABOVE OR STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. .. � ADJUSTABLE AND LOCKING CAST IRON FRAME AND COVER MINIMUM LENGTH OF 3 FEET. W W y NOT TD SCALE TO BE SET AT FINISHED GRADE OVER EACH OPENING(TYP) 4. 5PAGE STAKES EVENLY AROUND INLET 3 FEET"APART AND DRIVE A MINIMUM IS 2•FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE C3) INCHES. FENCE WITH TIES 5PAGED EVERY 24"AT TOP AND MID SECTION. 3. ALL PLANTING SHALL BE DONE IN GONFORMANGE WITH GOOD HORTICULTURAL jjj CAMPBELL 102 G OR APPROVED EQUAL INGHE5 DEEP. 5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE U5E OF FENCE SHALL BE WOVEN WIRE,l2 V2 GAUGE,b'MAXIMUM MESH OPENING. PRACTICE. THE FOLLOWING 15 DECLARED TO BE 6000 HORTICULTURAL WIRE MESH BEHIND THE FILTER FABRIC FOR 5iUPPORT. PRACTICE: //\\//\\//\\//\\// NOTE: ADDITIONAL GLEAN OUT SHALL BE PROVIDED FINISHED 6RADE 3.WHEN TWO 5EGTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- (1) THE TRUNK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER TREE WRAP %/ / // / / // // //�//\//\//\//\// IN INTERIOR OF BLDG,No HOUSE TRAP SHALL BE 5. FABRIC SHALL BE EMBEDDED i FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ PROVIDED PER IRG 2015,P32o1.4 24" 24" 5HALL BE 5EGURELY FASTENED TO THE 5TAKIE5 AND FRAME. LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, AND THE TREES BE STAKED WITH TWO /\ \/j\/j\ \/j\/j\/j\/j\/j\ MIRAFI (ODX STABILINKA TI40N, \/ 20"MIN �p " 6'MIN TRAFFIC " OR APPROVED EQUIVALENT. (2) CEDAR POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH RUBBER i\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ N 20 MIN 6. A 2 x 4 WOOD FRAME 5HALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC / /i /i�i // // /i /i /i /i /i /i /i SUITABLE COVER N BEARING SLAB FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 4.PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. HOSES. (� TIN'NAIL SHEET) STOPPER TO GRADE 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE 5AWGUT DETAIL END PLUG BALL SHALL BE AT LEAST TWO AND ONE HALF(2YJ FEET IN DIAMETER. ----- 'BULGES"DEVELOP IN THE SILT FENCE. (4) ALL TREE PITS SHALL BE BAGKFILLED WITH TOPSOIL. NOT TO SCALE INLET ET _ FILTER FABRIC 4. ALL TREES LISTED UNDER(1)HEREOF SHALL BE BRANCHED NOT LOWER THAN NOTES. " FLOW LINE �� OUTLET 51X(b)FEET-WITH AN AVERAGE HE16HT OF 10 TO 12 FEET WITH A MINIMUM MIN 4 DIA. " MIN 4"VIA. U.S.DEPARTMENT OF AGRICULTURE AL DEPARTMENT OF AGRICULTURE SPREAD OF TOP OF 4 FEET. I.FOR CLEANOUT(5)LOCATED IN 5DR 35 PVC 6 �_ 5DR 35 PVC NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESouRGES CONSERVATION SERVICE SILT TRAFFIC AREAS,PROVIDE WITH PIPE OR NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TRAFFIC BEARING FRAME AND EQUIVALENT °IPIPE OR NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L 4 WATER GON5ERVATION COMMITTEE FENCE TYP I GAL SEWER PIPE OVER PITCHED MIN • ALE I EQUIVALENT o WALL p PITCHED MIN. �•/ m EXTERIOR 30•ELBOW FOR I a FT ya IN/I FT P1 O GLEANOUT E IONS/GONNE�*"ROVED BY I T 1+:1 z GONGRETE DOME TOP X X X x WPLED 10Y RAB LIGHTING WALL MOUNT DOWNLIGHT, FULL CUTOFF, N.T.S. PLANNING BOAEtiA FULLY 5HIELDED LUMINARE - INTERNATIONAL DARK 5KY5 I 4 v V CHAIN LINK APPROVED FIXTURE ®�� [ CHAIN LINK FENCE W/GREEN X FENCE W/GREEN TOWN OF SOUTH OLD b'm STEEL PIPE Q PRIVACY SLATS X N LED INFO: DRIVER INFO: PRIVACY SLATS I ►"`� O CONCRETE FILLED •° NA175: IOW TYPE: GON5TANT CURRENT �•WYE DATA m �- X 4 PAINTED YELLOW I 1�-'1 "' 6' I - PTIG TANK - 1200 CAL. < : ; ; COLOR TEMP: 3,000K 120V: O.IA 4 x x `: ,.,.. L . . NO TO SCALE 1L1 LL • � �' COLOR AGGURA:GY. 83 GRI 208V: 0.07A , \ Z,� ,� �..� Ll0 LIFE5PAN: 100,000 240V: 0.06A `_� 1�`yam` ' X Z LUMEN5: 816 2?N: N/A PROVIDE PROPOSED COVERS-TOOL USE: HEAVY DUTY,WATERTIGHT,INSECT- 5: O �� EDGE #3® 12"o.C.E.HJ. Io'x1o'CONCRETE EFFICACY: '73 LPN INPUT WATTS: 12W A ADJUSTABLE AND LOGKIN6 CAST IRON F I. ' CONGETE TO TEST 4000 P.5.1 ® 28 DAYS a • y PAD FOR COVER EFFICIENCY: 83� TO BE SET AT FINISHED GRADE OVER 1`JPENINdG(TYP) 2. REI�ORGEMENT MEETS A.5.T.M. A-615,A-185 SPECS _ I I I I j�\\ \/��\ , a - - d11Z X OUMP57ER Q X CAMPBELL 1182 G OR APPROVED EQUAL \//\\\/\\\/ •1 I VANLED 1 OY/PCS 4. ALL P P3. ALL IING NSITARYTALLEDTUNDER BLDG SHALL BE GAST IRON,AND SHALL REMAIN CAST e e RAB LIGHTING LcOW-PROFILE VANDAL-RESISTANT FIXTURE FINISHED GRADE IRON LEAVING THE BUILDING TO A DISTANCE OF 5' AWAY FROM BLDG PERIMETER. O rn \ � \\ IMBED I a .. ,s `:: GOVER5 THE FOOTPRINT OF M05T TRADITIONAL CANOPY l I " f' 5. CALC'S AND DESIGN PERFORMED IN AGGORDANGE WITH 5GDH5 SPECS. Z MOUNTING • e. .p '..: -fit` .. LIGHT5. GIELINO t-.ii.NT TO REGE55ED JUNCTION WITH 24' L2"SAND BAND PROPOSED KNOCKOUT TEMPLATE OR DIRECTLY TO GIELING SURFACE. (7YP) F2PN CHIMNEYS N a r $ '^, ° . LED INFO: N M �'M . .. DRIVER INFO. I -_--_ a. PROPOSED `0 FENCE EDGE BEAM 2-#5 TOP 4 F 8'MIN 3500 CONCRETE To EXTEND io'MIN. eor.CONT. li WATTS: IOW TYPE: CONSTANT CURRENT 6'MI SIC 4 BELOW FIN.GRADE I'-0' H�3 TIES® X ,.. ..a..:.,.., X e` ; " ' COLOR TEMP: 3,000K IRON: 0.30A MIN.4'0 5DR 35 P1/G PIPE �. s 24'1 D.G. " COLOR AGGURArGY: l2 GRI 208Y: N/A LOR EQUAL,PITGwYa"PER ® r a I W PLAN VI EN eROPou woRK: S EG T I O N A L-70 LI FE5PAN: 100,000 240V: N/A ; • REMOVE DOME FROM EXI5TIN5 FINISHED GRADE LUMEN5: I;�00 2-"V: N/A ®� �- -111=I 11- BO LARD DETAIL '' I LEACHING POOL. INSTALL 2w wNG DUMPSTERS ENGLOSURE EFFICACY: 10g LPN INPUT WATT5: 13H ON TOP OF EXISTIN6 12'H RINGS. ENGINEER: INSTALL 814 TRAFFIC BEARING SLAB E•- SCALE: N.rS. EFFICACY: IOg LPW I ON 14w RINGS. NOTE: � � T G E: N.T.S. PIPE INLET AND OUTLET INVERTS PER ALL WATER LINES SHALL BLDG. UNLE55 Gai,ulation 5wnmary 'MODIFIED SANITARY SYSTEM BE 4-b BE OW OTHERWISE 10'-0' i5 ENLARGED PLAN',THIS DWS. L GRADE. DIRECTED. �� \ ,L Label Description GalcType Units Avg Max Min Avg/Min Max/MIn Pt*Lr Pt5pah N " N 3' MIN. P ADJU5TABLE CURB BOX m PENAL 4'-0> Q 4 GAIGPts 5lte Readings Taken at O-0 AF6 Illuminar" FG 021 4.1b 0.0 N.A. N.A. 3 3 O I COLLAR w �BIN6HAM TAYLOR o >• = m FIG. No. 4g01 BUFFALO 0 ry a TYPE,COMPLETE OR �p�`��9 0 . . . . . . . . . . . . . . . . . NOTES: _ - I j ZP APPROVED EQUAL. FS 3 `r S/ONAL EN + + + •THE LIGHT L055 FACTOR(ELF)15 A PRO�DUGT OF MANY VARIABLES,ONLY LAMP I LU I CURB STOP MUELLER CANSTRUGTION EXPANSION JOINT LUMEN DEPRECIATION(LLD)HA5 BEEN,APPLIED TO THE CALCULATED RESULTS PROPOSED I'WATER SERVICE H-15204 OF I JOINT EVERY 4' PLAN EVERY 20' + + + +p + . . . . . . . . . . . . . . . . . . . �. UNLE55 OTHERWISE NOTED. THE LLD 15i THE RESULT(QUOTIENT)OF MEAN LUMEN5 V DIA - JEFFREY T. Eu TLER, P.E. (COPPER PIPE). APPROVED EQUAL. PROP. I + + . • • • 6 INITIAL LUMEN5 PER LAMP MAN4IFAGTiUREf�S SPECIFICATIONS. Q 4" POURED -OFFICE AREA: lbo 5. . +. . . . . . . . . . . . . . . . . ILLUMINATION VALUES SHOWN(IN FOOTCANDI_E5)ARE THE PREDICTED RESULTS b'MIN. J 5EE DETAIL "B" 5EE DETAIL "A" CONCRETE + + O gam•®6525 ' + + FOR PLANES OF CALCULATION EITHER HORIZONTAL,VERTICAL OR INCLINED AS PENETRATION - - - o INTO A VIRGIN O DESIGNAT®IN THE CALCULATION SUMMARY. METER ORIENTATION 15 NORMAL TO 2910 + + . . . . . . . . . . . . . . . THE PLANE OF CALCULATION. ED STRATA OF HI6HE5T RECORDED 6RNO WATER „ I- D D _ ', D_ ' D_ '_D _' D _' D ' + + O r\�' �/ + + . . ' SAND AND I SERVICES p p p + + 01 1.0 + + � . "goo + •THE CALCULATED RESULTS OF THIS L16HTIN6 SIMULATION REPRESENTS AND GRAVEL CORPORATION STOP �ELLER (5EE PLAN FOR v ANTICIPATED PREDIGTION OF SYSTEM PERFORMANCE. ACTUAL MEASURED H 15000 OR APPROVED EQUAL DE5TINATION5) N CZ + .2 PROPOSED + � RE5ULT5 MAY VARY FROM THE ANTICIPATED PERFORMANCE AND ARE SUBJECT =AGrF=LLMATERIAL WITH APAG FULL BODY 5UPPORT }' + + + 4 lY' 5TY 5TEEL BUILDING Ex PNl. Z + + . TO MEANS AND METHODS WHICH ARE BIEYC>F1D THE CONTROL OF RAB LIGHTING, (GLEAN SAND 4 GRAVEU INSERT SERVICE SADDLE / 107. Z r � � MODIFIED 6" POROUS + + _ .�o, T F FAREA: EL. ®�6 0 5.F. a + �. .�.•.•. .�.•.•. INC. - W Q EXI5TIN6 WATER 5ERVIGE � Z MATERIAL SEGTIO)N A-A MOUNTING FE16HT DETERMINATION 15 JOB 51IE SPECIFIC,OUR LIGHTING I-LI (No BASEMENT) • . 5AN I TARP LEACH I NC POOL (LP) • • � � o � � EX15TIN6 SIMULATIONS A55UME A MOUNTING HEI&HT(INSERTION POINT OF THE LUMINAIRE Y2u JOINT A5PHALT PAVEMENT PROP. V2 5TY . . . . . , . . . 5YMBOU TO BE TAKEN AT THE TOP OF TH_"SYMBOL FOR CEILING MOUNTED NOT TO 56ALE WATER SERV I GE DETAIL 0 Z ° m z®o HEATED WAREHOUSE AREA: . . . . . LUMINARIES AND AT THE BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE O ---I y4" IRADIU5 SEALER TO REMAIN 1.0 B . . . . . O 4Sb0 S.F. MOUNTING CONFIGURATIONS. N.T.S. m < CL y4" 2.0 ` FJ=I.EL..®65.25' � of NEW Y0�CITY 0.2 B 0 'RAN LIGHTING,INC. L INTELIE AND PRODUCT DESIGNS ARE PROTECTED UNDER U.S. $LONG 151,f�n INSTALLATION REQU 1 REMENTS FOR WATER SERV1 GE5 w v C) < m 0.5 AND INTERNATIONAL INTELLECTUAL PROPERTY LAWS. �, � - �• / PROP. �STY a r PATENTS ISSUED OR PENDING APPLY. �j (TAKEN FROM 5UFFOLK COUNTY WATER AUTHORITY APPENDIX 3) W O o I ' _o - o • -�t - 2.0 O?p, OPEN AREA: gyp' NOTE: _ p D �n� 0.1 B \0 1,140 S.F. B" INSTALLATION OF SERVICES--%WIV1510N5 Z O F.FLEL.0 6625' �� 10 600-212-44801 81I C. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED 15 NOT a ALL CONCRETE � � � ' 2.0 THE L16HTIN6 ANALYSIS,EZ-LAYOUT,ENERGY ANALY515 AND/OR VISUAL SIMULATIONS INSTALL PIPING 41/2'DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT AUTHORITY5 AGGEPTA13LE.(BRASS COUPLINGS ARE REQUIRED) Q/ < O TO BE 4000 P5I 2.0 l l / O5 0 ('L16HTING DESIGN")PROVIDED BY RAB LI6141N6,ING.('RAB')REPRESENTS AND www.dignetnycli.com or COPPER TAIL) - "`,,,/// D. TWENTY(20)FEET OF COPPER IS REQUIRED FROM INSIDE THE BUILDING TO W B ANTICIPATED PREDICTION OF L16HTINO 5Y5TEM PERFORMANCE BASED UPON DESIGN ) O AIR ENTRAINED �.r��..r-,� � ��r�.,�••,� +6 www.call811.com for other states INSTALLATION OF 5L�2VIGE5--EXISTING STREET d WATER MAIN THE START OF THE PLASTIC PIPE. E•-1 � X 0.1 PARAMETERS AND INFORMATION PROVIDED EY OTHERS. THESE DESIGN PARAMETERS I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE BUILDING TD THE PROPERTY 5ERVIGE LINE INSPECTION PROCEDURES u �� "All + AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB By law,excavators and contractors working in the five LINE.A MINIMUM I'SERVICE LINE 15 REQUIRED. O I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN INSPECTION WHEN YOUR WORK � O � DETAIL 8'� DETAIL A 2 D + AND THEREFORE ACTUAL MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD boroughs of New York City and Nassau and Suffolk Counties 2. LEAVE A I'RISER ABOVE THE GROUND LEVEL AT THE PROPERTY LINE WITH THE END 15 COMPLETED.(ONE BUSINESS DAY ADVANCED NOTICE 15 REQUIRED) O LE O I CONTRACTION JOIINT YY x 3%" PREMOULDED CONDITIONS. RA13 REGOMMEND5 THAT DE5i1611 PARAMETERS AND OTHER on Long Island must contact DIgNet,1-800-272-4480 or 811, CRIMPED. + 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION 1() N `Q N EXPAN51ON JOINT I. + INFORMATION BE FIELD VERIFIED THE REDUUGE VARIATION. at least 48 hours but no more than 10 working days(excluding 3. SERVICE LINE MEATS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF 3. IF REIN5PECTION 15 NECESSARY A E25.00 FEE MUST BE PAID PRIOR TO THE PARTIAL, RAB NEITHER WARRANTEES,EITHER IMPLIED CR STATED WITH REGARD TO ACTUAL weekends and legal holidays)prior to beginning any INSPECTION.MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE BUILDING REIN5PEGTION. O - 05 + + MEASURED LIGHT LEVELS OR ENERGY CON511NPTION LEVELS A5 COMPARED TO mechanized digging or excavation work to ensure underground TO THE END OF YOUR PIPE AT THE PROPERTY LINE.SERVICE LINE MEA5UREMEI4T FORMS ARE 4. LEAVE THE TRENCH OPEN.DO NOT BAGKFILL THE TRENCH UNTIL OUR INSPECTOR HAS (� O S I DEI�IALK PLAN AND ELEVATION I EWS LIGHTING\P� AN THOSE ILLUSTRATED BY THE LIGHTING DE516% RAB NEITHER WARRANTEES,EITHER lines are marked.Excavators and contractors can also submit AVAILABLE AT THE NEW SERVICE DEPARTMENT. APPROVED THE SERVICE LINE. •' 02 + + + + + IMPLIED OR STATED,NOR REPRESENTS THE APPROPRIATENE55,COMPLETENESS OR locate requests on-line,through ITIC.If you do not currently 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY FROhI ANY 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE BY THE CURB WILL T TO SCALE 0.1 + + + 5UITABILITY OF THE LIGHTING 0 516N INTENT 15 COMPLIANT WITH ANY APPLICABLE use ITIC,please call 1-800-524-7603 for more information. O%TRYTION SUCH A5 TREES,TELEPHONE POLES,CATCH BASINS,OR DRIVE4AY5 AND BE PAINTED BLUE.IF SERVICE INSPECTION FAILS,THE END OF THE SERVICE WILL BE Z RE6l1LATORY CODE REQUIREMENTS WITH THIS cXGEPTION OF TH05E SPECIFICALLY SHOULD BE AT A LOCATION APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE PAINTED RED. ED + + + STATED ON DRAWIN65 CREATED AND 5UBMITED BY RAB. THE L16HTIM DE516N 15 For safety reasons,homeowners are strongly encouraged to BUILDING. b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR INSPECTION FAILS. Z O < 4" THICK CONCRETE WALK w/BROOM SWEPT 30 15 0 30 b p q0 + + 155UED,IN WHOLE OR IN PART,AS ADVI50R,Y UOGUMENTS FOR INFORMATIONAL call as well when planning any type of digging on their 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. T. NO OTHER UTILITIES(E.6.GAS,ELECTRIC,GABLE TV,ETC)SHALL BE BURIED IN THE O FIN15H. CONTROL JOINT5 ® 10' MAX. SLOPE 1/4" . . PURPOSES AND 15 NOT INTENDED FOR GON5RXTION NOR AS BEING PART OF A property.Homeowners can contact us directly at 6. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER WATER 5ERVIGE TRENCH. „ GRAPHIC SCALE ZI' =30'-0" + + . . . PROJECT'5 CONSTRUCTION DOCUMENT PACK.AiE. 1-800-272-4480 or by calling 811,the national call before you SERVICE. METER SETS V TO I/2 ACROSS WALK.. ti3® 12'O.G Eld. dig number.For excavation work completed on personal INSTALLATION OF SERVICES-EXISTING STREET STUBS AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERVICE DEPARTMENT TO SEE PLAN property,It is the contractor's responsibility-NOT the 1. INSTALL PIPE 4 I/2 FEET DEEP FROM TIE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT HAVE THE METER SET.HE MUST HAVE THE HOUSE NUMBER BEFORE THE METER CAN BE SET. homeowner's-to contact DigNet.Having utility lines marked AUTHORITY'S COPPER TAIL) TAP LETTERS Luminatre Schedule prior to digging is free of charge. 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. TAP LETTERS CAN BE REQUESTED AFTER ALL FEES HAVE BEEN PAID,WATER SERVICE HAS �`-J D D D SPECIFICATIONS BEEN ESTABLISHED AND THE METER HAS BEEN SET. A G�7E : F fu- `r Symbol Tag Gtty Label Arrangement TI Lamp Lumens Lum.Lumens LLF Desorption MNT6 HT. Lum.Watts P1rr.Watts Total Watts . . 1. TYPE K SOFT COPPER TUBING,MINIMUM 51ZE P IN51DE DIAMETER. NOTICE: IF INSTALLING SEPARATE HOT WATER HEATER5,SEPARATE EXPANSION TANKS JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR 2. CUSTOMERS VALVE: SHOULD BE INSTALLED. 1= ❑ A 3 �M LIGHT(55000K� SINGLE 4,200 1,400 IDOO LED IOW CANOPY FIXTURE 8.0 50.0 hOD 30•O SAFETY AND SECURITY RISKS, DUE TO INADEQUATE A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. SWITCHING SERVICE TO HOMEa44ER-THE BUILDER CAN BRING IN A SIGNED APPLICATION L16HT LEVEL5. THI5 15 NOT A RECOMMENDED L15HT 3. PLASTIC PIPE 5PEGIFIGATION5: CARD 516NED BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY INCLUDING SOCIAL B b WPLEDIOY SINGLE 5,256 816 I DOO LED IOW WALLPACK 12.0' 60D IOD bO.0 LAYOUT. IT 15 A DEVON BASED UPON THE 5OUTHOLD A PIPE MANUFACTURED AND DE516NED FOR USE IN POTABLE WATER SYSTEMS CAN BE SECURITY NUMBER,DRIVER LIGEN5E ID NUMBER,CURRENT MAILING ADDRESS,AND GONTAGT 51 DEWALK GROSS 5ECT1 ON WARM LI6HT(3000K) FULL CUTOFF,FULLY 5HIELDED TOWN CODE - SECTION 250-12q AND 5LIB-5ECTION INSTALLED FROM THE BUILDING TO WITHIN 20'FROM THE PROPERTY LRE.THE LAST PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE ACCOUNT AND GALL SP2 172 - EXTERIOR LI6HTIN6 20'TO THE PROPERTY LINE MUST BE'K'SOFT COPPER TUBING. FOR A 0I5GOWECTION OF SERVICE,ALLOWING THE BUYER ONE WEEK TO ESTABLISH TT05G B. PIPE SHOULD BE CLA551FIED TO WITHSTAND WORKING PRESSURE OF 2oO P5.1.(WITH SERVICE IN HIS/HER NAME. 8UR5TIN6 PRE55URE RATED AT LEAST TWICE THE WORKING PRESSURE) O THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS IIN5TRUMENT5 OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM15510N FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. L/ BUILDING CODE OF NEW YORK STATE (I5C 2015) ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEST EDITION), AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ALL AUTHORITIES HAVING JURISDICTION. U- O * O � N AREA CALCULATIONS: BUSINESS 'B': 960 SF w w STORAGE '54. 6,000 SF O Ca • TOTAL: 6,960 SF O z I— uI EGRESS NOTES: < SECTION loll EXIT ACCESS TfRAVEL DISTANCE � 1011.1 GENERAL, TRAVEL DISTANCE WITHIN THE EXIT U O ACCESS PORTION OF THE MEANS OF EGRESS SYSTEM SHALL BE IN ACCORDANCE WITH THIS SECTION. O 1011,2 LIMITATIONS. EXIT ACCESS TRAVEL DISTANCE �, O SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1011.2 ►- 1011.3 MEASUREMENT, EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY ALONG THE NATURAL AND UNOBSTRUCTED PATH OF HORIZONTAL AND VERTICAL EGRESS TRAVEL TO THE ENTRANCE TO AN EXIT, TABLE 10112 EXIT ACCES5 TRAVE-L D15TANCE OCCUPANCY WITHOUT SPRINKLER WITH SPRINKLER SYSTEM (FEET) SYSTEM (FEET) B 200 300c S-I 200 250b b, BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION W33,1.1 OR 903 3,1.2- SEE SECTION g03 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS ARE PERMITTED IN ACCORDANCE WITH SECTION g03 3 I c, BUILDINGS EQUIPFEp THROUGHOUT WITH AN AUTOMATIC • SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION m COMMON PATH OF EGRE55 TRAV ^ W r LEGEND m MARK DESCRIPTION '"> PATH OF TRAVEL m O X � z � X 40 - O 100� - O" EXIT REMOTENESS SCH iDuL E O NO, TRAVEL DISTANCE 1 43' / 32' 2 56, 3 5l' I cq NOTE: - - M-A'ND- PR&:ER--4 S-REQUtRE1� {- � DES- __ 3❑ 2, FOR BUILDING DESIGN 4 STRUCTURAL PLANS SEE aRculrEcr: 102 - i ALLIED DESIGN SET DATED 6,25.2019 mw I -g LEGEND ARCy/ N S 1 rc ILLUMINATED EXIT SIGN 101 I SD SMOKE DETECTOR ' BUSINESS ' , ` sTgTF oso�� CO CARBON MONOXIDE DETECTOR �_F DANIEL A. BUTLER, R,A. g I FIRE ALARM STROBE - WALL MOUNTED . H E.M. E.M. I FIRE ALARM - HORN STROBE 1- Q 3- '1 FIRE ALARM - THERMAL DETECTOR I 104 I 105 AUG 2 1 2013 E.M. EMERGENCY LIGHT � i STORAGE i ,- Q { z 0 w i - M } �}U- zz0 � IV- tt O Q 1 I u_ - O :3 U_ O i � U13 O E.M-0 I z E.M. 141 0 F, 4GE: 1SK� I LOOK PLAN r M O N THESE Q DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SMALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 1 OF 1 co OFFICE.• DESIGN AND EXPLANATORY MORTON BUILDINGS GENERAL SPECIFICATIONS ATORY NOTES CUTCHOGUE, NY JOB NO. LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-088851 USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF INCORPORATED AS PART OF THESE DRAWINGS. 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH - USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAIINTENANCE, FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE REPAIR,AND OTHER TEMPORARY LOADS PER SECTION 1607.12.2 (SEE PLANS FOR DIAMETER AND DEPTH)_ COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS =20 PSF HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED b.) 60' BLDG ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN STRUCTURAL MEMBER = 17 PSF c.) 24' BLDG ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). STRUCTURAL MEMBER =20 PSF d.) FOOTINGS = 17 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL). OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING CATEGORY UC4B (AWPA OR ICC-ES) AIND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. UNDER THE DIRECTION OF THE LICENSED/ REGISTERED ARCHITECT OR LICENSED/ REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 361, 5.) THE PROPOSED MIXED USE GROUP BUILDING HAS BEEN DESIGNED WITHOUT FIRE O.C.WITH ALL JOINTS STAGGERED AT AkTTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BARRIERS TO SEPARATE OCCUPANCIES SATISFYING THE PROVISIONS OF I.B.C. BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. SECTION 508.3.2 NONSEPARATED USE GROUPS. v ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED 5.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARENOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' NO AND KILN DRIED LUMBER AS SPECIFIED, IIN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE N SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O` AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT Q_ 8 STANDARDS AND SPECIFICATIONS FOR'THE STATED LOADING. f m � SIDING & ROOFING PANELS (FLUOROFLIEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME 7, O� Z w STEEL WITH AN ADDITIONAL BAKED-ON '170%PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON Z MAAPPPROV AS NOTED � ° EXTERI R. aDAT .P.#TRIM - DIE-FORMED TRIM OF 0.017"MIN.,, G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, FEE: Y: PLUMBER CERTIFCCAEI )N U z CORNERS, BASE WINDOWS,AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. NOTI' ,' BUILDING DEPARTME AT ON LEAD CONTENT BEF )RE Z 755.1 t 32 8 AM TO 4 PM FOR THE CERTIFICATE OF OCCUP NC ING GUTTERS-5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70%PVDF FINISH TO MATCH TRIM, ON BOTH SIDES i. FC 'r"OLEO%1, 1 1 1 ING INSPECTIONS: SPECTIONS:- TWO REQUIRED SOLDER USED IN WAT "R C� LL1 OF THE BUILDING. FC FOURED CONCRETE SUPPLY SYSTEM CAN �T Z z 2x4F1 F1 02/12 2. Ro 'GH - FRAMING & PLUMBING EXCEED 2110 OF 1% LE D. =i 3. INSULATION U 1 r 4. Fi;,AL - CONSTRUCTION MUST Z '`' BE COMPLETE FOR C.O. =" ` ALL CONSTRUCTION SHALL MEET THE UES .... . . REQUIREMENTS OF THE CODES OF NEW O n ' I YORK STATE. NOT RESPONSIBLE FOR ' �IG z ALL•PLU'�1T3ING WASTE � U ', �"A"� SIGN OR CONSTRUCTION ERRORS. ~ '" &WATI_R LINES NEED U .� MING BEFORE COVE9 U LL_0 �_ COMPLY WITH ALL CODES OF w U �o NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 0 F-- 2 TrIUSO PL/'.CAgD1NG RFC J-"R� 1 Z = O SOII[HOLD I--I_1N1'G BOARD -- p ELECTRICAL z m INSPEICTIOiN REQUIRED � a- al l work- + OCCUPANCY OR w TCgA JS_T_ Caw)pli6Ln4-I(Q66/,o eP o,tl en4rdnees -1a USE IS UNLAWFUL FIRE INSPECTION 4 C:j access('bl._ WITHOUT CERTIFICATE REOURED BEFORE OF OCCUPANCY QP1=NI14O w 8 i or -�+-hr$ heJ' rnI�SI- CorY,plY wl Seelym _J J O 3 15 V8C ©RAINAGE INSPECTIONS ARE REQUIR;:D >- Contact TOS Engineering at 765-1560 beforo Z BUILDING DESIGN CRITERIA F3ackflll,OR Provide Engineer's Certificat'on th"t the drainage has been Install,-d to Cad, BUILDING CODE 2015 NYBC USE GROUP B/5-1 (SEE NOTE #5) DO NOT PROCEED WITH CONSTRUCTION TYPE VB , FAMAING'UNTIL SURVEY All e�:tenor Iig tin .,0 OF FOUNDATION LOCATION BUILDING AREA 6960 SQ FT installed,replaced or HAS BEEN APPROVED. MAXIMUM DESIGN ELEVATION 1000 FT. repaired shall conform FLOOR LOAD 125 PSF t0 Chapter 17 BUILDING CATEGORY II of the Town Code �� n P� y I�e�u I re rnP 1+S 1 MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 S �Q I YYt 4_4 GROUND SNOW LOAD 20 PSF ROOF SNOW LOAD* (UNHEATED) 17 PSF ROOF SNOW LOAD* (HEATED) 16 PSF a Oq S -J,-5 CC'' WIND SPEED (VuLT) 130 MPH WIND SPEED (VASD) 101 MPH WIND IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY B DRAWN B KCONLEY SHEET IINDEX INTERNAL PRESSURE COEFFICIENT ±0,18 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DATE., 6/17/2019 SHEET# [DESCRIPTION CURRENT LUMBER SPECIFICATIONS (06-01-2013) BUILDING DESIGN CONDITION ENCLOSED DIRECT SUPERVISION AND THAT I AM A DULY CHECKED BY. G1 OFG1 SPECIFICATIONS &SHE:ETINDEX SIZE DESCRIPTION BENDING VALUEFb *ROOF SNOW LOAD CALCULATIONS ('HEATED) MAX. DESIGN ELEVATION 1000 FT LIC D/REGISTERED P ESSIONAL ENGINEER. DATE.• 6/25/2 6/25/201919 WIND LOAD DESIGN ASCE 7 METHOD 2 2x4 N0.2 SPF 1313 PSI ®F NEW yo Al OF A4 BUILDING LOCATION P'LAN &SPECIFICATIONS 2x4 NO. 1 SYP 1500 PSI Ps = 0.7 x Ce x I x Pg x Ct x Cs ZONE 1 E 14.84 PSF �"�. • ' 'Q� REVISED DATE. --- Ce = SNOW EXPOSURE FACTOR = 1.0 �I �� • 8Vj; A2 OF A4 INTERIOR PLAN 2x4 2100f MSR SPF 2100 PSI ZONE 2E -13.76 PSF y �•* >� REVISED DATE.• ---- = IMPORTANCE FACTOR = 1.0 RONALD L.SU ON, P.E. A3 OF A4 ACCESSIBILITY REQUIREMENTS 2x6 NO.2 SPF 1138 PSI Pg = GROUND SNOW LOAD=20 PSF ZONE 3E -7.63 PSF * •C� Z• REVISED DATE. -- 2x6 NO. 1 SYP 1350 PSI Ct = THERMAL FACTOR = 1.2 ZONE 4E -6.77 PSF rlsutton@allieddesignaes.com -- DATE:O(o. REG.# .110h. A F A4 ELEVATION Cs = ROOF SLOPE FACTOR = 1.0 ZONE 5E 12.21 PSF •Ab.�l REVISED DATE. -- 2x6 2100f MSR SPF 2100 PSI Ps = 0.7 x 1.0 x 1.0 x 20 x 1.2 x 1.0= 16.80 PSF MAIN WINDFORCE RESISTING SYSTEM - S1 OF S8 COLUMN PLAN 2X6 2400 MSR SYP 2400 PSI ZONE 6E -3.86 PSF pRQFE (ALL FORCES ACT NORMAL TO THE SURFACE) S2 OF S8 TRUSS PLAN, CONNECTION DETAILS, &TRUSS TIE DETAILS 2x8 NO. 1 SYP 1250 PSI (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 9.28 PSF 2x8 2400 MSR SYP 2400 PSI (MAXIMUM VALUE SHOWN) S3 OF S8 TRUSS DRAWINGS, PUR LIN DETAILS, & PURLIN LAYOUTS **ROOF 2 -19.32 PSF SIDEWALL SECTION A, ENDWALL SECTION B, PARTITION 2x10 NO. 1 SYP 1050 PSI ROOF SNOW LOAD CALCULATIONS (UNHEATED) ZONE 3 -13.19 PSF I HEREBY CERTIFY-THAIJHE ARCHITECTURAL DESIGN S4 OF S8 SECTION C,TRUSS SADDLE DETAIL, & MFS FOOTING DETAIL 2x10 2400 MSR SYP 2400 PSI ZONE 4 -12.34 PSF FOR THIS BUUIDING WA REPARED BY ME OR UUNDER � OHD HEADER SECTION D, HEADER SECTION E, HEADER 2x12 NO. 1 SYP 1000 PSI Ps = 0.7 x Ce x I x Pg x Ct x Cs MY DIR6 SUPERVISION AND TT I AM A DULLY S5 OF S8 SECTION F, &ATTIC DRAFT STOP SECTION G 2x12 2250f MSR SYP 2250 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 ZONE 5 6.65 PSF LICEN D/ REGISTERED AR'CHITEC . SIDEWALL SECTION H,EYEBROW SECTION I, EYEBROW 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI I = IMPORTANCE FACTOR = 1.0 ZONE 6 -9.43 PSF S6 OF S8 Pg = GROUND SNOW LOAD=20 PSF ZONE 1 10.51,-16.69 PSF SECTION J, & EYEBRO DETAILS 3 1/2"x15" GLU-LAM 1650 PSI Ct = THERMAL FACTOR = 1.1 ZONE 2 10.51, -29.06 PSF CONNECTION SECTION K, CONNECTION DETAILS, & 5 1/4"x16 1/2" GLU-LAM 2400 PSI COMPONENT&CLADDING WIND LOADS S7 OF S8 Cs = ROOF SLOPE FACTOR= 1.0 SHEARWALL DETAILS (ALL FORCES ACT NORMAL TO THE SURFACE ONAL IPPET 1f CHfTECT ` 5 1/4"x19 1/2" GLU-LAM 2400 PSI Ps = 0.7 x 1.0 x 1.0 x 20 x 1.1 x 1.0= 15.4 PSF FOR ZONES SEE ELEVATIONS ) ZONE 3 10.51, -42.97 PSF S8 OF S8 FASTENING SCHEDULE 2& WINDOW OSB FASTENING DETAILS ( ) , don.tippet allie j esignaes.com ZONE 4 18.24, -19.79 PSF DATE: • ZONE 5 18.24,-24.42 PSF SCALE.AS NOTED OF w 5_1 73 SHEET NO. GIOFGI r0FFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY SITE PLAN ACCESSIBILITY JOB NO, 1. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 INCHES EXCEPT AT 128-088851 DOORS. 2. AN ACCESSIBLE ROUTES WALKING SURFACES, OTHER THAN RAMPS AND CURB RAMPS, SHALL BE NO GREATER THAN 1:20. WALKING SURFACE CROSS SLOPES OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 1:48. 3. THE MAXIMUM SLOPE OF A RAMP OR CURB RAMP SHALL BE 1:12 OR (LESS. THE ANCHORED WHEELSTOP AT EACH SPACE MAXIMUM RISE FOR ANY RUN SHALL BE 30 INCHES. 4. THE MINIMUM CLEAR WIDTH OF A RAMP 30 FEET OR LESS SHALL BE 36 INCHES. RAMPS Z "VAN ACCESSIBLE" STANDARD ACCESSIBLE MORE THAN 30 FEET IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 44 INCHES. PARKING IDENTIFICATION SIGN PARKING 5. RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RAMP AND EACH RAMP M RUN WITH SLOPES NOT STEEPER THAN 1:48. z 6. LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDTH OF THE RAMP RUN LEADING TO IT ACCESSIBLE ROUTE AND SHALL BE A MINIMUM OF 60 INCHES IN LENGTH. IF RAMPS CHANGE DIRECTION AT PERMIT ONLY 3-2x6 LAMINATED COLUMN LANDINGS, THE MINIMUM LANDING SIZE SHALL BE 60 INCHES x 60 INCHES. CURB RAMPS $100.00 FINE NAILER PLANE WALKDOOR THRESHOLD WITH SHALL HAVE A MINIMUM OF 36 INCHES CLEAR LENGTH. 2x8 NOTCHED SPLASHBOARD BEVEL LESS THAN 1:2 SLOPE 7. IF A RAMP RUN HAS A RISE GREATER THAN 6 INCHES, THEN IT SHALL HAVE HAND RAILS REQUIRED AT VAN VAN 1/4"PER FOOT SLOPE 2x4 TREATED BLOCK ON BOTH SIDES. � ACCESSIBLE 6 CONCRETE FLOOR o ACCESSIBLE SPACES. 6"CONCRETrE APPROACH 6x6/110x10 WWM 8. CHANGES IN LEVEL UP TO 114 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE 4" NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE N a Q _ _M_ORTO_N ACCOMPLISHED BY MEANS OF A RAMP. 7 chi o NCJ AISLE SLOPE GRADE AWAY FROM d ; 4GRADE APPROACH A MINIMUM OF 5' 9. THE MINI 0- PAINTED STEEL CHANNEL 1/4"PER FOOT SLOPE FOR 6 • SIDES. M WIDTH OF A CURB RAMP SHALL BE 36 INCHES, EXCLUSIVE OF FLARED m A MINIMUM DISTANCE OF 5'-0" �� PERIMETER INSULATION o 60"MIN.TO BOTTOM OF SIGNAGE EXPANSION JOINT 10.FOR PURPOSE OF WARNING,THE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE Z 4"MINIMUM COMPACTED TRUNCATED DOMES WHICH SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING 1� Z #4 CONTINUOUS REBAR GRANULAR BASE OR IN PEDESTRIAN ROUTES. TRUNCATED DOMES SHALL BE LOCATED FOR A DISTANCE OF 24 �J 0 AROUND PERIMETER 3 4"MINIMUM COMPACTED SITU GRANULAR SOIL INCHES IN DIRECTIONS OF TRAVEL. 8'-0"MIN. GRANULAR BASE OR IN 6-0"MIN. ACCESS AISLE FINISH GRADE 6 11.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS T SITU GRANULAR SOIL HE RAMP, OR Z WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED 16'-0"MIN. LANDING & THRESHOLD DETAIL SIDES;THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1:10. CURB RAMP'S WITH RETURNED j CURBS MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE 1 1 1 SCALE: 1"= 1'-0" SEE NOTE #16 RAMP. THE MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY _Z Lu ACCESSIBLE PARKING SPACE DETAIL ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20. z SEE NOTE #15 p ACCESSIBLE PARKING SIGN 12.BUILT-UP CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO v c VEHICULAR TRAFFIC LANES OR INTO SPACES THAT WOULD INTERFERE WITH PERSONS z K ENTERING OR EXITING PARKED OR STANDING VEHICLES. J yW. 1 1 ' ExA 13.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. L U -� 14.MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING w p `A O SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP AREA OF TRUNCATED DOMES ry EXTENDING THE FULL WIDTH OF THE MARKED CROSSING. F- .. Z) 2 15.ACCESSIBLE PARKING SPACE: ry U A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE O SLOPES NOT EXCEEDING 1:48 IN ALL DIRECTIONS. u_ LIJ `•J d 16.LANDING &THRESHOLD: ZO { A. ALL DOORS REQUIRED TO BE ACCESSIBLE,SHALL BE PROVIDED WITH LEVER HANDLES = p OR PUSH/PULL HARDWARE. O 1 0 B. ALL DETAILS SHALL CONFORM TO Al 17.1 z Q/v o C. LANDINGS SHALL BE HARD, FIRM AND SLIP RESISTANT SURFACES AND SHALL HAVE X SLOPES OF LESS THAN 1:48 IN ALL DIRECTIONS. O 7 m D. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN Z O POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR'TO A POSITION a IOF 12 DEGREES FROM THE LATCHCH IS 5 SECONDS MINIMUM. --L O E. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE INTERIOR U - - - - -R- - - - - HINGED DOORS SHALL BE 5 LB/FT. 1 1 1 _ i F.' HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34 IL w INCHES MINIMUM TO 48 INCHES MAXIMUM ABOVE THE FINISHED FLC)OR. C� h I • '• I g G. CHANGES IN LEVEL OF 1/4 INCH HEIGHT SHALL BE PERMITTED TO BE\VERTICAL. i l l H. CHANGES IN LEVEL GREATER THAN 114 INCH HEIGHT AND NOT MORE THAN 1/2 INCH _J MAXIMUM HIGH SHALL BE BEVELED TO A SLOPE NO STEEPER THAN I 1::2.PROPOSED 24'x 40' RTON BUILDING 17.SURFACE: Z MO A. ALL ACCESSIBLE ROUTES/ACCESS ELEMENTS SHALL BE STABLE, FIRM AND SLIP RESISTANT. B. ACCESSIBLE ROUTES SHALL NOT BE STEEPER THAN 1:20. CROSS SLOPES OF A WALKING I .85- ...:; ,: I 'I SURFACE SHALL NOT BE STEEPER THAN 1:48. I C. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE �40T STEEPER PROPOSED 60'x 100' I MORTON BUILDING THAN 1:48. . ' : : . , ASPHALT L O Jf + ` DRAWN BY.• KCONLEY i DATE.• 6/17/2019 CHECKED BY. V.DEVERA DATE.• 6/25/2019 REVISED DATE. --- ---- BUILDING LOCATION PLAN REVISED DATE.• REVISED DATE.• ---- 1 40' REVISED DATE.• --- SCALE: 5 20' 80' T L;�`-� F SCALE.AS NOTED SHEET NO. A 1 OF A4 Allied Design Architectural & Engineering Group, P.C. August 20, 2019 Amanda Nunemaker Building Permit Examiner Southold Town Building Department A U G 2 1 20 I9 RE: North Fork Recycling, Inc., MBI Job#B128088851 - y_ Dear Mr_ Schussler, Below are responses to the plan review dated August 8, 2019. 1.) Service sink has been shown and labeled (see Interior Layout, sh.A2). 2.) A total occupant load of 21 persons has been shown (see Room Finish Schedule, sh. A2). 3.) Restrooms have been labeled as female and male (see Room Finish Schedule, sh. A2). 4.) CO/smoke alarms design shall be provided by the owner's MEP designer. 5.) Fire extinguishers have been shown (see Interior Layout, sh. A2). 6.) Exit signs and emergency lighting design shall be provided by the owner's MEP designer. 7.) There is R38 insulation in the office ceiling and R30 insulation in the heated shop: Both areas are conditioned. Table C402.1.3 shows a minimum of R38, but this is the prescriptive method. Per IECC Section 401.2, there are three different allowable methods to comply with the IECC. The first is ASHRAE 90.1. The second is meeting the prescriptive sections of the IECC. The third is to follow Section C407 which includes using a compliance tool such as COMcheck. Attached, please find verification from the U.S. Department of Energy confirming that COMcheck is an approved compliance tool. Please contact me if I can be of further assistance. — ieD Res ctfully, E--- Alli d Design A&E o p, P.C. onal Tippet,, NCA New York Regi red Architect#29900 100 S.Pershing•P.O.Box 110 Morton,IL 61550 309.263.4105 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE,NY FLOOR PLAN ACCESSIBILITY JOB NO. 128-088851 140'-0" 1. SINKS. A. SINKS SHALL BE MOUNTED WITH RIM NO HIGHER THAN 34 INCHES ABOVE FINISHED FLOOR. B. KNEE CLEARANCE AT LEAST 27 INCHES HIGH, 30 INCHES WIDE AND 17 INCHES DEEP 4'-0" 15-0" 30'-G* 15'-0" 15-0" 15'-0" 15'-0" 31'-0" SHALL BE PROVIDED UNDERNEATH SINKS. C. SINKS SHALL BE A MAXIMUM OF 6-1/2 INCHES DEEP. i D. HOT WATER AND DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED OR I I I OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. — — — — -.- --- — --- -- -- — — — — --- — — --' "'-' '- — — — — -"' — — E. FAUCETS SHALL BE LEVER-OPERATED OR AUTOMATED. f ® F Q F F. A CLEAR FLOOR SPACE AT LEAST 30 INCHES WIDE BY 48 INCHES DEEP SHALL BE L? ❑, ( R. © ` PROVIDED IN FRONT OF SINKS TO ALLOW FOR FORWARD APPROACH, WHEN _ © l02 �o FORWARD APPROACH IS REQUIRED.THE CLEAR FLOOR SPACE SHALL EXTEND A to SERVICE SINK LOCATION I o MAXIMUM OF 19 INCHES UNDERNEATH THE SURFACE. i2 2. DOORS. ' Q I _ A. DOOR HARDWARE THROUGHOUT BUILDING SHALL HAVE A SHAPE THAT IS EASY TO 10 0 3 6 GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR 4 _ — v TWISTING OF THE WRIST TO OPERATE,THE FORCE REQUIRED TO ACTIVATE CONTROLS 161 ( SHALL BE NO GREATER THAN 5 LB/FT. b d 3. DINING/ WORK SURFACES.Lo A. THE TOP OF THE COUNTER, TABLE, OR WORK STATION RESERVED FOR HANDICAPPED r,�_ (V a PERSONS SHALL BE 28 TO 34 INCHES ABOVE THE FINISHED FLOOR HEIGHT WITH A MINIMUM WORK SURFACE OF 36 INCHES LONG FOR SIDE APPROACH OR 30 INCHES ui A, d ❑ I LONG FOR FRONT APPROACH. KNEE AND TOE CLEARANCE SHALL BE PROVIDED __.._ UNDER THE WORKING SURFACES. B. FLOOR SURFACES WITHIN MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT Z V1 - - - _ - __ -- ------- -- - - - Z--� STEEPER THAN 1:48. f � a 0 4. SALES AND SERVICE COUNTERS. a- 104 105 I A. PARALLEL APPROACH: 1) A PORTION OF THE COUNTER SURFACE 36 INCHES MINIMUM IN LENGTH AND 36 �o INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED. 10 2) WHERE THE COUNTER SURFACE IS LESS THAN 36 INCHES IN LENGTH,THE ENTIRE U LJLJ m ( ( - `O COUNTER SURFACE SHALL BE 36 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR. z (_j_j oa 3) A CLEAR FLOOR SPACE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO THE ACCESSIBLE COUNTER SHALL BE PROVIDED. '-- B. FORWARD APPROACH: z 1) A PORTION OF THE COUNTER SURFACE 30 INCHES MINIMUM IN LENGTH AND 36 _J INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED. > Z 2) A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH TO THE uj IACCESSIBLE COUNTER SHALL BE PROVIDED. `.! F 10F W O O I J, �� I - 3) KNEE AND TOE CLEARANCE SHALL BE PROVIDED UNDER THE ACCESSIBLE COUNTER. Lu _ 'o U 5. SIGNAGE.4 OOQ FA. SIGNAGE IS REQUIRED AT THE FOLLOWING LOCATIONS: U 1) AT ALL NON-ACCESSIBLE ENTRANCES INDICATING THE LOCATION OF THE Q — — ____ — — — — — — — — — — — --- -- — -- — — ACCESSIBLE ENTRANCES. U- I ( ( I I I 2) SIGNS STATING"EXIT'SHALL BE PROVIDED ADJACENT TO EACH DOOR THAT LEADS l' 1 1 z I TO A CORRIDOR,STAIRWELL, OR TO THE EXTERIOR OF THE BUILDING. '""" Ix 6'-6' 15'-6" 4'-6" 16'-0" 241-C" 24'-0" 13-0" 12'-6" 10'-6" 3) SIGNAGE SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE Q LOCATED R7 ALL RESTROOMS. z � � B. ALL SIGNS SHALL INCLUDE TACTILE SIGNAGE INCLUDING ANY OPTIONAL INTERIOR AND EXTERIOR SIGNAGE IDENTIFYING PERMANENT ROM AND 5PACE-5. �. o 40'-0" 100'-0" C. TACTILE AND BRAILLE SIGNAGE SHALL BE LOCATED 48 INCHES MINIMUM TO 60 INCHES m MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE, MEASURED TO THE BASE LINE OF f n THE HIGHEST TACTILE LETTER. _ if D. TACTILE SIGNAGE SHALL BE LOCATED AT THE LATCH SIDE OF A DOORWAY.AT DOUBLE" z INTERIOR LAYOUT DOORS SIGNAGE SHALL BE PROVIDED ON THE SIDE OF ANY INACTIVE LEAF. IF BOTH L U = DOORS ARE ACTIVE THE SIGNAGE SHALL BE PLACED TO THE RIGHT SIDE OF THE EYu DOORWAY. IF SPACE IS NOT AVAILABLE FOR SIGNAGE IN THESE LOCATIONS,SIGNAGE; N 2' $ SHALL BE LOCATED ON THE NEAREST ADJACENT WALL TO THE AREA SPECIFIED. SCALE: 1 4F 16 E. A MINIMUM 18 INCHES xl6 INCHES CLEAR FLOOR AREA CENTERED ON THE TACTILE SIGNAGE SHALL BE PROVIDED BEYOND THE ARC OF THE DOORWAY. SIGNAGE SHALL BE ALLOWED ON THE PUSH SIDE OF DOORS WITH CLOSERS WITHOUT HOLD OPEN DEVICES. z F. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. G. STREET ADDRESS SHALL BE POSTED IN NOT LESS THAN 4 INCH HIGH LETTERS/NUMBERS (6 INCH RECOMMENDED) WITH A MINIMUM STROKE DEPTH OF 0.5 INCH ON THE BUILDING. 6. THRESHOLDS. - 4A/40BC PORTABLE FIRE EXTINGUISHER LOCATION A. ALL DOORS REQUIRED TO BE ACCESSIBLE,SHALL BE PROVIDED WITH LEVER HANDLES OR PUSH/PULL HARDWARE. B. ALL DETAILS SHALL CONFORM TO Al 17.1 C. ACCESSIBLE ROUTES SHALL HAVE SLOPES OF LESS THAN 1:20. CROSS SLOPES SHALL NOT EXCEED 1:48. ROOM FINISH SCHEDULE D. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN ROOM DESCRIPTION NOMINAL SIZE CEILING FLOOR FINISH BASE TRIM WALL FINISH CEILING FINISH OCCUPANT LOAD ROOM POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF NUMBER HEIGHT NUMBER 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. 1bp 101 OFFICE AREA 788 SF 1 1'-4" T.B.D. WOOD 5/8"TYPE'X' GYP. BD.TAPED, PRIMED & PAINTED 5/8"TYPE 'X'GYP. BD.TAPED, PRIMED &PAINTED 8 101 E. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE INTERIOR HINGED 102 EMA�E RESTROOM 5'-8"x 7'-3" 11'-4" T.B.D. WOOD 5/8"TYPE'X' MOIST. RESIST. GYP. BD.TAPED, PRIMED &PAINTED 5/8"TYPE'X'MOIST. RESIST. GYP. BD.TAPED, PRIMED& PAINTED 102 DOORS SHALL BE 5 LB/FT. 103 RESTROOM 5'-8"x 7-3" 11'-4" T.B.D. WOOD 5/8"TYPE 'X'MOIST. RESIST. GYP. BD.TAPED, PRIMED &PAINTED 5/8"TYPE 'X'MOIST. RESIST. GYP. BD.TAPED, PRIMED &PAINTED 103 F. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34 b 104 H TED SHOP 78'-5"x 58'-SDI 15'-&' (MIN.) SEALED CONCRETE STEEL HI-RIB STEEL ACOUSTICAL HI-RIB STEEL l0 104 INCHES MINIMUM TO 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. DRAWN BY. KCONLEY�� P 105 OPEN AREA 19'-0"x 58'-5" 15'-8" (MIN.) SEALED CONCRETE STEEL HI-RIB STEEL ACOUSTICAL HI-RIB STEEL 3 105 G. CHANGES IN LEVEL OF 1/4 INCH HEIGHT SHALL BE PERMITTED TO BE VERTICAL. DATE.' 6/17/2019 H. CHANGES IN LEVEL GREATER THAN 1/41NCH IN HEIGHT AND NOT MORE THAN 1/2 INCH CHECKED BY., V.DEVERA MAXIMUM HIGH SHALL BE BEVELED TO A SLOPE NO STEEPER THAN 1:2. DATE.' 6/25/2019 DOOR SCHEDULE 7. SURFACES. REVISED DATE: $/14/2019 FIRE A. FLOOR SURFACE SHALL BE STABLE, FIRM AND SLIP RESISTANT. REVISED DATE.' — DOOR # QTY. SIZE STYLE TYPE RATING GLAZING FRAME TRIM CLOSER HARDWARE DOOR # ID 3068 FIBERSTEEL 9LX - 22"x 36"INSULATED 9-UTE PULTRUDED FIBERGLASS WOOD YES LEVER LOCKSET ID 1:48. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN REVISED DATE.' ---- ® 1 3068 FIBERSTEEL 9LX - 22"x 36"INSULATED 9-LITE PULTRUDED FIBERGLASS WOOD YES LEVER LOCKSET 1:48. 1 3068 FIBERSTEEL 9LX - 22"x 36"INSULATED 9-LITE PULTRUDED FIBERGLASS STEEL YES LEVER LOCKSET Q REVISED DATE. -- 8. EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE ® 13068 FIBERSTEEL F - - PULTRUDED FIBERGLASS STEEL YES LEVER LOCKSET 4 J' NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS.VERIFY ALL DOOR, -I []s 1 3068 FIBERSTEEL 9LX - 22"x 36"INSULATED 9-LITE PULTRUDED FIBERGLASS WOOD (OFFICE)/STEEL (SHOP) NO LEVER LOCKSET ti- i WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. © 1 3068 FIBERSTEEL F - - PULTRUDED FIBERGLASS WOOD (OFFICE)/STEEL(SHOP) NO LEVER LOCKSET ® ., � 7-0' 9. INTERIOR COMPONENTS THAT ARE PROVIDED BY MORTON BUILDINGS, INC. OR MORTON 1 3068 SOLID CORE WOOD F - - WOOD FRAME WOOD NO LEVER LOCKSET � BUILDINGS, INC.SUBCONTRACTORS SHALL MEET THE FOLLOWING SPECIFICATIONS: 3 14'x 14' SECTIONAL OVERHEAD - - (1) ROW FULL VISION GLASS STD. HEADROOM TRACK STEEL - OPERATORS O A. INTERIOR DIMENSIONS ARE TAKEN FROM THE INSIDE EDGE OF THE INTERIOR STRIPPING. Q 4 16'x 14' TRIMMED OPENING WOOD FRAMING STEEL d ~ - - B. INTERIOR STUDWALL DIMENSIONS ARE TAKEN FROM THE CENTERLINE OF THE STUDWALL. FLUSH 9-LITE CROSSBUCK LINDSAY MB4429 LINDSAY MB5430 (TYPE F) (TYPE 9LX) SLIDING WINDOW FIXED WINDOW C. STUDWALLS ARE TO BE 2x4's U 16"O.C. UNLESS SPECIFIED OTHERWISE. WINDOW SCHEDULE " f 10.BUILDING HAS BEEN DESIGNED FOR A MAXIMUM OCCUPANT LOAD OF 15 PERSONS. WINDOW # QTY. SIZE MANUFACTURER STYLE CATALOG# GLAZING FRAME TRIM ACCESSORIES WINDOW# � S Q 6 52"x 33" EARTHWISE SLIDING MB4429 LOW E W/ARGON VINYL WOOD 14"x 35"LOUVERED SHUTTERS Q Q� 5 64"x 36" EARTHWISE FIXED MB5430 LOW E W/ARGON VINYL STEEL - CSCALE.AS NOTED SKEET NO. A2 OF A4 OFFICE: DESIGN AND EXPLANATORY NOTES1- CUTCHOGUE, NY 1. RESTROOM CRITERIA JOB NO.128-088851 A. IMPERVIOUS SURFACE TO BE PROVIDED IN RESTROOMS WITHIN TWO FOOT OF WATER CLOSETS AND URINALS TO A HEIGHT OF FOUR FOOT FROM FLOOR.A SMOOTH, HARD, NONABSORBENT FLOOR SURFACE AND A 6 INCH SMOOTH, HARD, NONABSORBENT BASE TRIM TO BE PROVIDED THROUGHOUT ENTIRE RESTROOM. B. BARRIER FREE RESTROOMS SHALL BE IDENTIFIED WITH INTERNATIONAL SYMBOL OF COMPLIANCE AND A TACTILE SIGN. THE SYMBOL OF COMPLIANCE SHALL BE LOCATED BETWEEN 60 INCHES AND 96 INCHES ABOVE FINISHED FLOOR.THE TACTILE SIGN SHALL BE MOUNTED 60 INCHES ABOVE FINISHED FLOOR ADJACENT TO THE LATCH SIDE OF THE DOOR. 2. BOTTOM OF MIRROR AND SOAP DISPENSER SHALL BE AT SAME HEIGHT. 3. FLUSH LEVER SHALL BE ON THE APPROACH SIDE OF THE WATER CLOSET. 4. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1 1/4"MINIMUM AND A 2"MAXIMUM. 5. SPOUT SHALL PROVIDE A 4 INCH HIGH MINIMUM FLOW OF WATER. 0 18"MIN. UA 110 Lu Z I /i I F- -- ---- �._ an � � I s I _zp I I I I � w lI =Z Q Q o o Q u y-1 ui U a o V N MIRROR II j —_ `o SOAP DISPENSER 1 1 1 z 1 1 1 II Z z LAVATORY o v Z 2'-8"MIN. CLEAR ': 15" I 18" i� Z > r Nmoo cf) V 36"MIN. GRAB BAR z "J N N o W p ....11 = aU 60"MINIMUM U MAX. 8"MIN. � U 7-3"CLEAR 17"MIN. L_ ---- - - 0 LJLJ 102 1RESTROOM CLEARANCE LAYOUT 12" o SCALE: 1/2"= V-0" SEE NOTE #1 SIDE ELEVATION OF WALL-HUNG LAVATORY MIN. ry w IF DOOR HAS = o SCALE: 1/2"= V-0" SEE NOTE #2 CLOSER & LATCH 0 U Z 0/ o TYPICAL ACCESSIBILTY CLEARANCE DETAIL Q o FOR FORWARD APPROACH 7 7-3"CLEAR Z - R O 60"MINIMUM f� U LU = 36"MIN.GRAB BAR Q w a 18" 15" Q `n Q 1 1 1 g J 39"-41" ANY OBJECT GRAB BARS 36"MIN. 12"MAX 10 42"MIN. 00 24'MIN 12" Ilk en F ca Z Q / I I I I 12"MIN J Ii \ P Z TOILET 11/7MIN. AAE _ Lo ii 1-1/2" U DISPENSER 1-1/4"TO2" ui Z °M °i � M WATER CLOSET Q 1-1/2"MIN _ co 7-1 7727777 L- -- --T -- J 17"- 19"TO ' _ TOP OF SEAT ANY OBJECT y ,. 16"- 18" SIDE ELEVATION OF WATER CLOSET FRONT ELEVATION — GRAB BAR CLEARANCES DRAWN BY.• KCONLEY ACCESSIBLE WATER CLOSET DETAILS = • 102 RESTROOM CLEARANCE LAYOUT SCALE: 1/2"= V-0" SEE NOTE #3 SCALE: 1 1/2" ,'-o" SEE NOTE#4 DATE. 6/17/2019 S'i ALE: 1/2" 1' 0" SEE NOTE#1 CHECKED BY. V.DEVERA DATE., 6/25/2019 REVISED DATE.' --- REVISED DATE.• --- REVISED DATE: ---- REVISED ,IED1 -op N S da SCALE.•AS NOTED SHEET NO. A3 OF A4 OFFICE.' CUTCHOGUE, NY JOB NO. 128-088851 (D Q VENT-A-RIDGE 5"O.G. GUTTERS HI-RIB STEEL SIDING U yy c� T#21 CORNER TRIM Q_ 'O N T#167 TRANSITION TRIM ` 0 HI-RIB STEEL WAINSCOT oT#167 BASE TRIM -- FEE =:) m O = Z rt/ w NORTHEAST ELEVATION0 C.D z �- j w z w b� �vj z -? I^ xl�ivkin"y.. NW t 12 rvo 12 O t- 4 4�-- u- U T#16 GABLE TRIM = 1 1 1 Z O :� z U -Q o HI-RIB STEEL SIDING z O ( � T#21 CORNER TRIM a T#167 TRANSITION TRIM O ® HI-RIB STEEL WAINSCOT 1 1 1 DDa• T#167 BASE TRIM Q w a N Lu g NORTHWEST ELEVATION SOUTHEAST ELEVATION -' Z Q DRAWN BY., KCONLEY DATE.* 6/17/2019 CHECKED BY.- V.DEVERA DATE. 6/25/2019 REVISED DATE. --- A 0000,10' DATE.• ---- _ REVISED DATE.• --- ® I REVISED DATE.• ---- Boa SOUTHWEST ELEVATION s 2' 8' SCALE.•AS NOTED SCALE: SHEET NO. 1' 4' 16' A4 OF A4 OFFICE.• CUTCHOGUE, NY JOB NO. 2'-7 1/2" 4'-10 1/2" 4'-10 1/Z' 128-088851 O _ N 04 N N N � 011 O O O O O �• O V co1 O - O -' N o ^ !t N O- 10 n � a v 1.1 7-4 1/2" 7'-6" N 7'-6" 7'-6" 7'-6" N o 7'-6" 7'-6" 7'-6" N 7'-6' 7'-6" 7'-6" v 7'-6" uo 7/'-6" 7'-6" 7'-6" 7'-6" 7'-6" V_0"VENTED SIDEWALL OVERHANGS l'-0"VENTED SIDEWALL OVERHANGS 1'-0" NON-VENTED ENDWALL OVERHANGS V-0" NON-VENTED ENDWALL OVERHANG I I I I I I I I I I I I I I I I I i T97 I -� 59'-9" 23'-9" 59 9 59 9 16"M 16"M 16"M 16"M 24"M 24"M 16"M 24"M5 24"M5 24'M5 24"M5 24"M5 24"M 24"MS 24"M5 24"M5 24"M5 24"MS 24"M5 - N N 2 16"M 57'-4 1/2" I N o S7 A H I S4 16"M N — 52'-4 1/2" S6 52'-4 1/Z' — 15'-10 1/z, — 16"M I 16 M K S7 o `O I I 46'-1 1/2` — 00t S6 "M i S4 S5 I — ' I 16"M 44'-10 1/2" C ,� o Lo 0 7'-10 1/2" — - v Lo Lo _ 16"M 41'-4 1/2" >�04 N41'-1 1/2" — S6 16"M0O 3 16"M 37'-10 1/2" _r` 6"M 16"M 16"M 24"M 24"M S7 16"M 37'-4 1/2" 35'-11 1/4" — 0'-0" G I - tun, — 16"M S5rv- W Z -- --- - - - - �I 10 i I ii O o 16 M 16"M S5 29'-10 1/2" 29'-10 1/2" L--J9'-2" ' 'O 8 1/2, j16"M 16 M 21'-10 1/2" 22'-4 1/2' 1 11 22'-4 1/2 — --- 60'ATTIC[DRAFT STOP 16"M _ Z 1 1 1 b 16"M 18'-4 1/Z' Z � zo co 16'M I — 14'-10 1/2" Z B 14'-10 1/2" — I 16 M J FE S4 U 5-Lu m SS o Z :. Ld ; ., I S5 I 161M E I \ 7'-4 1/2" L 16M D D7'-4 1/2" D S5 1 S5 N ;`""='wf•, €k t5 S1 cv O 16"M rvU 205 47 2'-4 1/2 4"M524"M5 24"M5 24"M5 30"M5 24"M5 4 M530"M5 4" 416"M 2 O 0 0 4. 0'-0„ 16"M 1 O I I I I I I I I I I � = O 7-4 1/2" 7'-6" 7'-6" 7-6" 7-6' N-0" 14'-0" 4'-6' 5-6" 14'-0" 3'-0" 7'-0" 14'-0" 7'-6" 16'-0" O U I 0 0 o O �- v Zi 20 i iO O i i O 0` cn N N CN � 2'-7 1/2" 4'-10 1/2" < V-6" V-6" 2'-4 1/2' V mOIL_ COLUMN PLAN W h uj W 2' 8' CL SCALE: g 1- 4' 16' 1 1 1 _J _J � QZ NOTE: 3-2x6 UPPER COLUMN FASTENED TO 5x6 MFS LOWER COLUMN W/ COLUMN PLAN LEGEND (10) 1/4"x4„ POWER LAG WASHER HEAD YELLOW ZINC SCREWS. 3-2x8 UPPER COLUMN FASTENED TO 5x8 MFS LOWER COLUMN W/ ❑ - 3-2x6 LAMINATED COLUMN LOCATION (16) 1/4"x 4" POWER LAG WASHER HEAD YELLOW ZINC SCREWS. e - 3-2x8 LAMINATED COLUMN LOCATION ■ - HEADERED TRUSS LOCATION - ALUMINUM SNOW RETAINERS - ALL EXTERIOR STEEL FASTENED WITH STAINLESS STEEL SCREWS 5x8 MFS PRE-CAST 5x6 MFS PRE-CAST CONCRETE COLUMN CONCRETE COLUMN - BUILDING SEAL PACKAGE (COMPLETE BUILDING) s0 - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7 OF S8) - (3) 30"x 30"ATTIC ACCESS PANELS (VERIFY LOCATIONS) L--J 16"M - 16" DIAMETER FOOTING WITH N TO BOTTOM OF 21"THICK 24" DIAMETER FOOTING f i 24" DIAMETER FOOTING CONCRETE PAD (2500 PSI MINIMUM).20"BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND t DRAWN BY. KCONLEY 3/4"xl4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" \ / V.DEVERA 1 CHECKED BY. ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE DATE.' 6 BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. \/ • EV 24"M - 24" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK DATE: 6/25/2019 CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 1,_6„ REVISED AT : ---- ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE REVISED DATE. BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ' ---- REVISED DATE.' ---- 24'M5 - 24" DIAMETER FOOTING WITH 5'TO BOTTOM OF 33"THICK A (2500 PSI BELOW XPOSEDR BOM OFAR CAGE AND 24" COMBINED FOOTING DETAIL # 1 REVISED DATE. ---- 3/4'xl4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" SCALE:3/4"= V-0" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. � A NE W yob 24"05 - COMBINED 24" DIAMETER OVAL FOOTING (SEE DETAIL #1 TO RIGHT) 30"M5 - 30" DIAMETER FOOTING WITH 5'TO BOTTOM OF 33"THICK c`am • L A CONCRETE PAD 2500 PSI MINIMUM). 32"BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND b O 3 4'xl4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" � {1 z ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE r BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. — p� I �,. 2co • ' SCALE.-AS NOTED SHEET NL'88 S 1 OF OFFICE.• 2'-7 1/2" 4'-10 I/2" CUTCHOGUE, NY 4'-10 1/2" JOB NO. O CV CV N IN - N - N - N N - N - ZV - - 128-088851 04 I ZV Eo N � O O of ;T CV T I� � O -- 7-6" o - M `7-4 1/2" 7-6" 7-6" 7'-6" 7-6" 7-6" 7-6" 7-6" 7-6" 7'-6" 7'-6" 7'-6" 7-6" 7-6" 7-6" 007-6" a ON, TRUSS LOCATION [DIMENSIONS I I I I I I I I I I I I I I t I I I S2 — I — I I I T D I I I .. ...... . ............ .I. tz .. . .. .. o. .. .. .. . .. . ° .. ...... ..... . .......... .. .... .... ..... ............. .. .... .. .... . ... .o......3 TLn 3 3o O3 30N�60d R.S. NAILw-I - I20 GA. GALVANIZED® O Z BOTTOM CHORD o PURLIN CONNECTOR "' I Z ... ............ . ... .. .. .. .. ... ... .... .. .... ...... ... . .............. .. .... ........ ..... . . . ... . ... . .. .. .. .... .. .. .. . 0 a " "" ••" •• • � •- - FTRUSS I I IL (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) ( , 0 I ON EAVE SIDE IN HOLES SHOWN. v 1 1 1 TRUSS/BRACING PLAN LEGEND I (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) Z LLJ Q - 60' 1290 R.C.TRUSS so I Z zo - 6(0' END RAFTER ASSEMBLY I O . ...... .. . . .. .. . ... .......... . ... ....... . ... . . ..... .. .. ................ .... .. .. .... .. .... ... . .. . ..... .... . ..... ....... .. . . .. .. ...... .. .. .... ........ . . .. . ... .. . . .. .. . . .... ...... .... .__ . 2x4 TRUSS TIE DETAIL p z 0 SCALE: 1 1/2"= V-0" A 0 - 2�4'2090 S.C.TRUSS I B E:.i.: S2 r w;:_LU . a - 2 END RAFTER ASSEMBLY o Z _ �- �`s�. 4.:.:::e._ }N s - 2.xc4 TRUSS TIE Q - 2xc6 FLAT TRUSS TIE Qi 2)c6 DIAGONAL END BRACE O O $� - 2x6 DIAGONAL X-BRACING W w = r 2 0 S2 = F� � O TRUSS/BRACING PLAN LEGEND = o 2' 8' p U � SCALE: Z 0/ o 1' 4' 16' - O ICI z o O LU w W a. 4 L-u 8 �J Z 60'-2xl0 (NO. 1 SYP) 24'-2x8 (NO. 1 SYP) END RAFTER ASSEMBLY END RAFTER ASSEMBLY r� (2) 20d R.S. NAILS IN 3" :i (2) 20d R.S. NAILS IN �l OVERHANG FRAME I I 3" 2x4 BEV. PURLIN � i.� OVERHANG FRAME � I, 2x4 BEV. PURLIN I 2' WIDE OVERHANG FRAME a I (5) 20d R.S. NAILS 2' WIDE OVERHANG FRAME % (6) 20d R.S. NAILS PER CONNECTION u PER CONNECTION /I 2x6 END COLUMN EXTENSION OR � i 2-2x6 END COLUMN EXTENSION OR • I UPRIGHT ASSEMBLY NAILED TO END I RAFTER ASSEMBLY AS SHOWN AND UPRIGHT ASSEMBLY NAILED TO END I � i TO EACH INTERSECTING WEB. RAFTER ASSEMBLY AS SHOWN AND I TO EACH TOE NAIL OVERHANG RAFTER 60'-2xl0 (NO. 1 SYP) FASTEN TO HEADER AND FRAMING INTERSECTING WEB. TO OVERHANG NAILER WITH END RAFTER ASSEMBLY MEMBER WITH (2) 16d R.S. NAILS TOE NAIL OVERHANG RAFTER 24' -2x8 (NO. 1 SYP) FASTEN TO HEADER AND FRAMING DRAWN BY.' KCONLEY (1) 16d R.S. NAIL EACH SIDE DETAIL B INTO EACH END COLUMN TO OVERHANG NAILER WITH ENCD RAFTER ASSEMBLY MEMBER WITH (2) 16d R.S. NAILS DATE. 6/17/2019 (7) 20d R.S. NAILS _ EXTENSION MEMBER OR UPRIGHT. (1) 16d R.S. NAIL EACH SIDE D ETA I L D INTO EACH END COLUMN 2x6 OVERHANG NAILER SCALE: 1„- 1 -0' {7) :20d R.S. NAILS „= EXTENSION MEMBER OR UPRIGHT. CHECKED BY.' V.DEVERA --- 1 1' 2x6 OVERHANG NAILER SCALE: -0" • 3-2x6 CORNER COLUMN 3-2x6 CORNER COLUMN DATE. 6/25/2019 REVISED DATE.' --- REVISED DATE.' --- DETAIL A DETAIL C SC:ALE: 1"= 1' REVISED DATE. ---- -0" SCALE: 1"= V-0" REVISED DATE.• --- ��y�asb^x NElM y • �. ��s� •�Q 0. 0 a o � • Z. 0, 1 q SCALE.•AS NOTED SHEET NO. S2 OF S8 OFFICE.• CUTCHOGUE, NY JOB NO. 128-088851 TRUSS SPACING 7'-6" O.C. LIVE LOAD 17 PSF DEAD LOAD 4 PSF 12 CEILING LOAD 2 PSF 4 TOTAL LOAD 23 PSF 1 V-1 1/8" to 12 � c� a 59'-9" �— w m OzZ w 60 1290 R.C. TRUSS (4116). o SCALE: 3/8"= l'-0" V Z J ri-000 `iLi TRUSS SPACING 7-6" O.C. z 1 u LIVE LOAD 20 PSF DEAD LOAD 4 PSF v Q CEILING LOAD 4 PSF z a' 12 TOTAL LOAD 28 PSF J ¢' t 4 U JLJ -= 3' WIDE Z9r 4 '(ZONE 2 &3)5-3" W O 2x4 PURLINS @ 22"O.C. C'3 3' WIDE LL v J 23'-9" (ZONE 2 &3) = 1 1 l 2 F—GPONS O -INDICATES PURLINS TO BE FASTENED W/ O ~ o 24' 2090 S.C. TRUSS pRA� SCREW,ALL OTHER PURLINS TO BETHEADG O Pr1p EN FASTENED W/ 60d R.S. NAIL o SCALE:3/8"= 1'-0" v55 Z � tN�Nt��M Q m Z o >>''t W 2x4PURLI�14 R �> )/2 24' WIDE BUILDING PURLIN LAYOUTtL 0 �i SCALE: 1/2"= V-0" Q vi 60d R.S. NAIL 20 GA. GALVANIZED u 1 1 1 � PURLIN CONNECTOR u _J z 0 TOP CHORD OF TRUSTS (ZONE 2 &3) °e (1) #9x1"HWH SCREW ON PEAK SIDE AND (2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL SCALE: 1 1/2"= l'-0" (PURLIN CONNECTED WITH 60d R.S. NAIL) 2x4 PURLINS @ 24"O.C. DRAWN BY.• KCONLEY 1) T� DATE.• 6/17/2019 2x4 PURLIN \� �°NS O - INDICATES PURLINS TO BE FASTENED W/ CHECKED BY: V.DEVERA p ENp RP` HEADLOK 0.19"x 6.0" FLATHEAD LAG DATE.• 6/25/2019 HEADLOK 0.19"x 6.0)" 20 GA. GALVANIZED SCREW,ALL OTHER PURLINS TO BE FLATHEAD LAG SCREW PURLIN CONNECTOR VsSCREW REVISED DATE.• --- (ICC-ES REPORT ESR-10781) 6' WIDE N��RM�p�p,SEt FASTENED W/ 60d R.S. NAIL (ZONE 2 &3) REVISED DATE. ---- REVISED DATE.' ---- 0 REVISED DATE.• ---- TOP CHORD OF TRUSTS �aah�ses� qI 0 "c' z (1) #9x1"HWH SCREW ON PEAK SIDE AND (2) #9xl"HWH SCREWS ON EAVE SIDE OF 60' WIDE BUILDING PURLIN LAYOUT PURLIN IN HOLES SHOWN (JOINT MUST BE SCALE: 1/2"= V-0" TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL ° 2 �° ` iq SCALE: 1 1/2"= l'-0" (PURLIN CONNECTED WITH SCALE.•AS NOTED 6' HEADLOK FLATHEAD LAG SCREW) SHEET NO. S3 OF S8 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-088851 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR,A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. 5;x6 MFS PRE-CAST LOWER COLUMN e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A COMPARABLE CO�JCRETE COLUMN PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 25 PSI. INSTALLATION f. IF THE FLOOR IS TO BE HEATED, USE 2" TYPE IV EXTRUDED POLYSTYRENE OR A .. 1. INSTALL PRECAST CONCRETE COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF ':•; ':�• COLUMN W/ADJUSTMENT ROD & 25 PSI UNDER ENTIRE FLOOR. 3/4'ADDJUSTMENT ROD BASE PLATE IN THE AUGERED . HOLE. 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF WITH BASE PLATE % • ' :.. ;.••; LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF • :';;:� F'•`;;' 2. PLUMB PRECAST CONCRETE COLUMN IN BOTH DIRECTIONS 3 LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2- , HAND TAMP Y AND PROCEED WITH CONCRETE FOOTING PLACEMENT. UINDISTURBED SOIL to 3.ADJUST HEIGHT UP OR DOWN o '� " •• 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"(OF STANDING WITH ADJUSTMENT HEX ROD ! ` • • WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 0— N 4. POUR READI-MIX CONCRETE INTO ' THE HOLE AS SPECIFIED. INSTRUCTIONS. 5. BACKFILL AND COMPACT THE 0ANNULA _ THE LOWER COLUMN COLUMNR O GRADE WSPACE LITHDSOIL ISOMETRIC AUGERED FROM THE SITE. O z � W C� Z 0 FLUOROFLEX 1000 HI-RIB STEEL z 2x4 PURLINS @ 24"O.C. FLUOROFLEX 1000 HI-RIB STEEL 2x4 PURLINS @ 24"O.C. fZ T#16 GABLE TRIM (4) 0.135"x 2 1/4"R.W. j (NO. 2 SPF) NAILS OR 16d R.S. NAILS (NO.2 SPF) Z 1 1 1 2x6 FASCIA — V7—J T#194 FASCIA TRIM STRAP & INTO IL THROUGH Q FLUOROFLEX 1000 HI-RIB STEEL 2' END BRACE STRAP W/ Z SOFFIT / / PRE-PUNCHED HOLES _J k 2x4 PURLINS @ 24"O.C. HI-RIB/SOFFIT CAP (NO.2 SPF) // / (BENT TO FIT- FASTENED W/ U _�,",,,1 1 GABLE HI-RIB FILLER PLUGS / / (3) 0.140 x 1 1/2' R.S. NAILS) v Af 2-2x6 COLUMN EXTENSION >- : z :;; 60' 1290 R.C.TRUSS (TOP CHORD w =:. u INSULATION STOP/AIR DEFLECTOR / // 2x6 DIAGONAL BRACING � _ 2x6 END COLUMN EXTENSION / (FASTENED TO COLUMN 2x4 BEV. PURLIN 12 / // FASTENED W/ (6) 20d R.S. NAILS AT 4� 60'-2x10 (NO. 1 SYP) / / W/(4) 16d R.S. NAILS) EACH COLUMN LOCATION) W 0 =0 = ark END RAFTER ASSEMBLY // 2x4 TRUSS TIE I 60 1290 R.C.TRUSS 2x4 TRUSS TIE U :> .r'.FILLER STRIPS urm FLUOROFLEX 1000 HI-RIB STEEL ��:�a:. BEV. FASCIA :y ° o TRUSS IN COLUMN �— 5"O.G. GUTTER SADDLE C 'T#144 8,T#146 60' 1290 R.C.TRUSS LAMINATED COLUMN 9" (R-30 BLANKET INSULATION _ O v d FASCIA TRIMS ) 9 (R 30) BLANKET INSULATION 9" (R-30) BLANKET INSULATION 1 1 1 Z Q Qo SOFfFIT 12 1 4 MIL BLACK VAPOR RETARDER 4 MIL BLACK VAPOR RETARDER 4 MIL BLACK VAPOR RETARDER �— �— ACOUSTICAL HI-RIB STEEL ACOUSTICAL HI-RIB STEEL ACOUSTICAL HI-RIB STEEL = O HI-RIB/SOFFIT CAP 9" (R-30) BLANKET INSULATION � 2x6 OVERHANG NAILIER 4 MIL BLACK VAPOR RETARDER (2J 1/2"x 5 1/2"M. BOLTS & 2x4 TOP BLOCK W/T#1 1 8�T#136 2x4 TOP BLOCK W/T#11 8�T#136 2x4 TOP BLOCK W/T#11 8�T#136 O Z � o ACOUSTICAL HI-RIB STEEL (12) 20d R.S. NAILS 16" DEEP UNFACED FIBERGLASS 16" DEEP UNFACED 2x4 TOP BLOCK W/T#1 1 INTERIOR HI-RIB STEEL INSULATION UTILIZED AS FIRE BLOCK m FIBERGLASS INSULATION UTILIZED AS FIRE BLOCK ' h Q ® FLUOROFLEX 1000 HI-RIB STEEL 2x4 STRIPPING v n. 6" (R-19) BLANKET INSULATION U Z 6" (R- BLANKET INSULATION W/4 MIL VAPOR RETARDER � (4) ROWS OF 2x4 NAILEIRS W/4 M MIL VAPOR RETARDER (2100f MSR SF-F) ON BOTH SIDES OF COLUMNS h INTERIOR HI-RIB STEEL w a INTERIOR HI-RIB STEEL Q vi 2x4 STRIPPING 2x4 STRIPPING 1 1 1 _J 3-2x6 LAMINATED COLUMN 3-2x6 LAMINATED COLUMN 3-2x6 LAMINATED COLUMN >- Z 2x2 VERTICAL BLOCKING AT COLUMN LOCATION 16-0" T#167 TRANSITION TRIM &FILLER STRIP 16-0" (6) ROWS 2x4 NAILERS (2100 MSR) GRADE TO HEEL 16'-0" 2x6 NOTCHED NAILER (2100f MSR SPF) s0 GRADE TO HEEL FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT GRADE TO HEEL 7/16"OSB PROTECTIVE LINER (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS T#167 BASE TRIM 2x8 TREATED SPLASHBOARD (FASTENED TO 360M &370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS) 360M &370M BRACKETS EACH FASTENED TO MFS W/(2) HUS-P 6x40/5 SCREW ANCHORS 370M BRACKET (FASTENED TO MFS W/ 2x2 VERTICAL BLOCKING AT COLUMN LOCATION (2) HUS-P 6x40/5 SCREW ANCHORS) 2x4 NON-TREATED BASEBOARD (20) 1/4"x 2 1/2"POWER LAG 593M BRACKET ON EACH SIDE OF COLUMN (EACH BRACKET WASHER HEAD YELLOW ZINC SCREWS FASTENED W/ (1) ADDITIONAL HUS-P 6x40/5 SCREW ANCHOR) (20) 1/4"x 2 1/2"POWER LAG T#167 BASE TRIM 1"x 1 1/2" BLOCK W/T#109 BASE TRIM WASHER HEAD YELLOW ZINC SCREWS 2x8 TREATED SPLASHBOARD W/360M &370M BRACKETS 3 CONCRETE FLOOR 2x4 NON-TREATED BASEBOARD DRAWN BY. KCONLEY 3' BLACK PLASTIC 4 W/370M BRACKET DATE.• 6/17/2019 4' WIDE R-10 PERIMETER INSULATION 8" .. .. , . 8„ 1"x 1 1/2" BLOCK W/T#109 BASE TRIM CHECKED B . V.DEVERA DATE.• 6/25/2019 FINISH FINISH _ .,...:.... :;;.. W :::-°'>: s• "'�`' REVISED DA GRADE ;:�: ::.-..... _:r .• GRADE4"MINIMUM COMPACTED GRANULAR BASE OR IN SITU GRANULAR SOIL 5x6 MFS PRE-CAST CONCRETE COLUMN REVISED DATE. ---- :.:.•. 2x6 TREATED BOTTOM PLATE W/593M BRACKETS REVISED DATE. ----2x6 TREATED BOTTOM PLATE 5x6 MFS PRE-CAST CONCRETE COLUMN 5x6 MFS PRE-CAST CONCRETE COLUMN 4-0„ 4-0" REVISED DATE. ---- 5-9' 21 r s mxa THICK CONCRETE PAD (2500 PSI MINIMUM). 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20 BELOW BOTTOM OF PRE-CAST CONCRETE 21"THICK CONCRETE PAD (2500 PSI MINIMUM). pF YO 20" BELOW BOTTOM OF PRE-CAST CONCRETE '. COLUMN AROUND EXPOSED REBAR CAGE .• •' 20' BELOW BOTTOM OF PRE-CAST CONCRETE ': . 4 ' ..• AND 3/4'x 14"THREADED ROD WITH AN • . COLUMN AROUND EXPOSED REBAR CAGE . , ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF AND 3/4"x 14"THREADED ROD WITH AN COLUMN AROUND EXPOSED DEBAR CAGE `�Q. • L• �(��; ' • �'•,�'.� ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF „••;. AND 3/4"x 14"THREADED ROD WITH AN t cry Q 0 ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF �x ,0 Z Z. • 4 •: :' • PRECAST CONCRETE COLUMN. PLACE PRECAST CONCRETE COLUMN. PLACE PRECAST CONCRETE COLUMN. PLACE' .� .d CONCRETE BELOW AND ABOVE BOTTOM OF 16"0 CONCRETE BELOW AND ABOVE BOTTOM OF 16"Q) CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE P I' II LOWER COLUMN IN ONE OPERATION. OPERATION. LOWER COLUM N IN ONE OPERATION. 24"O I M:�n3� SIDEWALL SECTION A ENDWALL SECTION B PARTITION WALL SECTION C SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" epSCALE.AS NOTED SHEET NO. S4 of S8 OFFICE.' CUTCHOGUE, NY JOB NO. 128-088851 HEADER NAILING SCHEDULE / // HEADER NAILING SCHEDULE HEADER STUB JAMB / HEADER JAMB MEMBER COLUMN COLUMN —— // — MEMBER UPRIGHT COLUMN EA.2x12 10 12 1 60'-2x10 (NO. 1 SYP) EA.2x12 5 6 EA.2x10 6 8 END RAFTER ASSEMBLY — — — — — - O NOTES: ° NOTES: 1. NUMBERS ABOVE ARE 20d R.S.NAILS 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. ° REQUIRED PER CONNECTION. 2. PRE-DRILL HEADERS AS REQUIRED TO ° 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 60' 1290 R.C.TRUSS PREVENT SPLITTING. INTERIOR HI-RIB STEEL 3. IF NUMBER OF NAILS REQUIRED FOR (2) 1/2"x 5 1/2"M. BOLTS & — 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION (12) 20d R.S. NAILS HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING,THE _ IS EXCESSIVE TO CAUSE SPLITTING,THE EXCESS NAILS MAY BE INSTALLED IN (2) 2x10 (2400f MSR SYP) HEADERS EXCESS NAILS MAY BE INSTALLED IN 2x6 UPRIGHT T#11 HEADER SUPPORT BLOCKING. HEADER SUPPORT BLOCKING. (2) 2x12 (2250f MSR SYP) HEADERS 3-2x8 STUB COLUMN FLAT STEEL 2x6 BLOCK o 2x8 BLOCK FLAT STEEL 2x6 NAILER (2) 2x12 (NO. 1 SYP) HEADERS C ' 0 FILLER STRIP �-/ FILLER STRIP T#124 NT#124 0, T#129 T 15 T#129 T#15 Q_ 2x2 BLOCK ALUMASEAL 2x2 BLOCK m T#151 O T#153 T#151 T#152 w T#154 i i O.H.D. T#154 I L O (2) T#101 (BEYOND) 14'-3" T#151 (BEYOND) - T#105 (BEYOND) n- GRADE TO BOTTOM T#151 (BEYOND) ' T#153 (BEYOND) v T#154 (BEYOND) � OF 2x8 BLOCK T#154 (BEYOND) I i T#152 (BEYOND) GRADE TO BOTTOM OF 2x6 BLOCK ALUMASEAL (BEYOND) 7 U w 3-2x8 LAMINATED JAMB 3-2x6 LAMINATED JAMB Z Lu COLUMN (BEYOND) COLUMN (BEYOND) 2x3 JAMB BLOCK (BEYOND; 2x3 JAMB BLOCK (BEYOND; 1� BOTTOM 2'TREATED) V 2x6 TRACK BLOCK (BEYOND; BOTTOM 2'TREATED) 2x6 TRACK BLOCK (BEYOND; z a BOTTOM 2'TREATED) BOTTOM 2 TREATED) J '.; U :. PR OVERHEAD DOOR HEADER SECTION D -4- u Lu Z . Y HEADER S ECTI O N F � �.yeF=� = o SCALE: 1" 1'= -0" � ALE: 1 = 1'-0" SCALE: OU U O F— U _ Luo 0 O z U _ X m Zo r � 0. V> 0 FLUOROFLEX 1000 HI-RIB STEEL 2x4 PURLINS @ 24'O.C. 1 1 1 (NO. 2 SPF) Q w IL vi HEADER NAILING SCHEDULE 1 1 1 8 _J HEADER STUB JAMB 2x4 BLOCKING —, MEMBER COLUMN COLUMN BETWEEN PURLINS z A. 12 8 10 Z EA.2x10 6 8 ° NOTES: 7116"OSB 1. NUMBERS ABOVE ARE 20d R.S.NAILS REQUIRED PER CONNECTION. ° 2. PRE-DRILL HEADERS AS REQUIRED TO 60' 1290 R.C.TRUSS PREVENT SPLITTING. (2) 1/2"x 5 1/2"M. BOLTS 8. ° 3. IF NUMBER OF NAILS REQUIRED FOR (12) 20d R.S. NAILS O HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING,THE EXCESS NAILS MAY BE INSTALLED IN (4) 2x12 (2250f MSR SYP) HEADERS HEADER SUPPORT BLOCKING. 2x10 (2400f MSR SYP) HEADER 2x4 BANDING @ 48"O.C. vy 2x6 BLOCK FLAT STEEL FILLER STRIP 3-2x6 STUB COLUMN 60' 1290 R.C.TRUSS T#124 T#129 T#15 2x2 BLOCK T#151 T#152 DRAWN BY.' KCONLEY T#154 T#105 (BEYOND) 14'-3" DATE.• 6/17/2019 T#151 (BEYOND) � � T#153 (BEYOND) GRADE 6 BOTTOM 9" (R-30) BLANKET INSULATION CHECKED BY- V.DEVERA — —2x4 TRUSS TIE T#154 (BEYOND) I I OF 2x6 BLOCK _ —— — — — —— —— DATE. 6/25/2019 I - — — — — — — - REVISED DATE.' ---- REVISED DATE.' --- 3-2x8 LAMINATED JAMB REVISED DATE: ---- 2x3 JAMB BLOCK (BEYOND; COLUMN (BEYOND) REVISED DATE.' --- BOTTOM 2'TREATED) 2x6 TRACK BLOCK (BEYOND; 4 MIL BLACK VAPOR RETARDER ACOUSTICAL HI-RIB STEEL BOTTOM 2'TREATED) r1EW 1'p, y A` ATTIC DRY'e ��' HEADER SECTION E AFT STOP SECTION G d SCALE: 1"= V-0" SCALE: 1"= 1'-0" O C� ' C►t° (Q SCALE.•AS NOTED SHEET NO. S5 of S8 OFFICE.• CUTCHOGUE, NY JOB NO. FLUOROFLEX 1000 HI-RIB STEEL 128-088851 2x4 PURLINS @ 22"O.C. T#16 GABLE TRIM (2100f MSR SPF) (4) 0.135"x 2 1/4" R.W. s0, FLUOROFLEX 1000 HI-RIB STEEL 2x6 FASCIA NAILS OR 16d R.S. NAILS (1) 20d R.S. NAIL THROUGH 2x4 PURLINS @ 22"O.C. T#194 FASCIA TRIM �' STRAP & INTO BRACE (2100f MSR SPF) SOFFIT 2' END BRACE STRAP W/ INSULATION STOP/ AIR DEFLECTOR PRE-PUNCHED HOLES HI-RIB/SOFFIT CAP I I (BENT TO FIT- FASTENED W/ 2x4 BEV. PURLIN 12 GABLE HI-RIB FILLER PLUGS (3) 0.140"x 1 1/2" R.S. NAILS /�� /�� 2x6 DIAGONAL BRACING ) 4 2-2x6 END COLUMN EXTENSION FILLER STRIPS (FASTENED TO COLUMN 24'-2x8 (NO. 1 SYP) W/(4) 16d R.S. NAILS) 2x6 BEV. FASCIA END RAFTER ASSEMBLY 242090 S.C.TRUSS 5"O.G. GUTTER ° FLUOROFLEX 1000 HI-RIB STEEL 2x4 TRUSS TIE T#144 &T#146 ADDITIONAL 2x6 NAILER FASCIA TRIMS Y Y2, ''2d9O S.C.TRUSS (2) 1/2"x 5 1/2"M. BOLTS & Q io SOFFIT (4) 20d R.S. NAILS HI-RIB/SOFFIT CAP — R-38 BLOWN-IN INSULATION♦ R-38 BLOWN-IN INSULATION♦2x6 OVERHANG NAILER 52Q CEILING BRACKET 4 MIL VAPOR RETARDER 4 MIL VAPOR RETARDER � o 2x4 STRIPPING @ 16"O.C. (2) 1/2"x 5 1/2"M. BOLTS & 5/8"TYPE 'X' GYPSUM CEILING 2x4 TOP BLOCK 2x4 STRIPPING @ 16"O.C. ' ` (4) 20d R.S. NAILS 2x4 TOP BLOCK 2x6 TOP NAILER 5/8"TYPE'X' GYPSUM CEILING 16"DEEP UNFACED FIBERGLASS 2x6 TOP NAILER IE rc N INSULATION UTILIZED AS FIRE BLOCK 5/8"TYPE'X' GYPSUM WALLBOARD �j FLUOROFLEX 1000 HI-RIB STEEL Q FLUOROFLEX 1000 HI-RIB STEEL 3-2x6 LAMINATED COLUMN 0_ m 3-2x6 LAMINATED COLUMN FILLER STRIP 24'2090 S.C.TRUSS Lu ( (3) ROWS OF 2x4 NAILERS 2x4 STRIPPING @ 16"O.C. i (2100f MSR SPF) 2x2 VERTICAL BLOCKING AT COLUMN LOCATION T#167 &T#374 TRANSITION TRIMS O T#167 TRANSITION TRIM & FILLER STRIP (HOLD T#167 3/4"ABOVE T#374) w Z 6" ( /4 BLANKET INSULATION 2x6 NOTCHED NAILER 5x5 NAIL PLATE 2x6 NAILER O W/4 MIL VAPOR RETARDER (2100f MSR SPF) sQ FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT & WIDE EYEBROW FRAMES @ 2x8 (NO. 1 SYP) HEADER a 12'-0" 7/16"OSB PROTECTIVE LINER Q APPROXIMATELY 2'-0"O.C. GRADE TO HEEL (20) 1/4"x 2 1/2" POWER LAG 12'-0" (FRAMES FASTENED TO HEADERS W/ ----- 2x6 STIFFENER WASHER HEAD YELLOW ZINC SCREWS GRADE TO HEEL - Z (4) 1 1/2" R.S. NAILS PER 5x5 NAIL PLATE) T#167 BASE TRIM j a/ 2x8 TREATED SPLASHBOARD (FASTENED TO 360M &370M 12 Lu BRACKETS WITH #14A x 1 1/2"MILLED SCREWS) FLUOROFLEX 1000 HI-RIB STEEL Z l l l 10 360M &370M BRACKETS EACH FASTENED TO MFS 7/6"OSB SHEATHING SET BOTTOM OF HEADER z 8" BELOW TOP OF FRAME /11 W/(2) HUS-P 6x40/5 SCREW ANCHORS W/ 15# ROOFING FELT `J 370M BRACKET (FASTENED TO MFS W/ T#528 Z ,i (2) HUS-P 6x40/5 SCREW ANCHORS) BUILDING WRAP —! ffy 2x6 BEV. FASCIA r 2x4 NON-TREATED BASEBOARD 593M BRACKET ON EACH SIDE OF COLUMN (EACH BRACKET (20) 1/4"x 2 1/2" POWER LAG T#144 &T#146 5x5 NAIL PLATE 2x10 (NO. 1 SYP) HEADER Z FASTENED W/ (1) ADDITIONAL HUS-P 6x40/5 SCREW ANCHOR WASHER HEAD YELLOW ZINC SCREWS FASCIA TRIMSP" 6 •o 5"O.G. GUTTER 2x6 STIFFENER U ' T#162 CONCRETE STOP 6"CONCRETE FLOOR T K PLASTIC 8„ . • ; ..• . .. 2x4 SOFFIT SUPPORT 3 • SOFFITJ tin .�y ,�r :A�. ,.<;;�._c;� .;� Y�: :,� •'' A HI-RIB/SOFFIT CAP 3-2x6 LAMINATED COLUMN O �— FINISH _"r .:' . .. �:, FINISH ., ..' z�'. ; ;:; w•::�,:!;=:;�;:;•;�::=;.:;r. 8'-4 .o GRADE 4' WIDE R-10 PERIMETER INSULATION GRADE GRADE TO BOTTOM FILLER STRIP �-�- U •' 5x6 MFS PRE-CAST CONCRETE COLUMN OF 2x6 BEV. FASCIA FLUOROFLEX 1000 HI-RIB STEEL = w ZO :•._ 4'MINIMUM COMPACTED GRANULAR oc BASE OR IN SITU GRANULAR SOIL ': = O 4'-0" 2x6 TREATED BOTTOM PLATE 4'-0" 5x6 MFS PRE-CAST CONCRETE COLUMN 3' WIDE EYEBROW OVERHANG SECTION J 0 U �/ • 21"THICK CONCRETE PAD (2500 PSI MINIMUM). •• 21"THICK CONCRETE PAD (2500 PSI MINIMUM). .: .•• ;• 20"BELOW BOTTOM OF PRE-CAST CONCRETE SCALE: 1"= 1'-0" Z 0 0 :. 20"BELOW BOTTOM OF PRE-CAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE x- , COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x 14"THREADED ROD WITH AN m ' AND 3/4"x 14"THREADED ROD WITH AN lk ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF 0 �10 ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE / ^ n: PRECAST CONCRETE COLUMN. PLACE 16"0 CONCRETE BELOW AND ABOVE BOTTOM OF v CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. �� 0 LOWER COLUMN IN ONE OPERATION. 1 1 1 y SIDE�WALL SECTION H ENDWALL SECTION I p W SCALE: 1 i/2"= V-0" SCALE: 1/2"= V-0" p o- vi i l i g Z ° 2x6 NAILER BEVEL CUT EDGE OF HIP FRAME 2x8 (NO. 1 SYP) HEADER 2x6 STIFFENER EYEBROW HIP FRAME 2x8 BLOCK WITH 2x6 BACKER (SEE DETAIL TO RIGHT) o° 3' WIDE EYEBROW 2x6 NAILER OVERHANG FRAME 2x6 STIFFENER EYEBROW FRAME WIDTH-3 1/2" 3 1/2' 5x5 NAIL PLATES ((2) EACH SIDE OF FRAME-BENT OUT 90° 2x8 ('NO. 1 SYP) HEADER CENTERLINE OF EYEBROW HIP & FASTENED W/ (4) 1 1/2" R.S. DRAWN BY. KCONLEY • 2x8 BLOCK WITH 2x6 BACKER 2x10 (NO. 1 SYP) HEADER o NAILS PER PLATE AS SHOWN) DATE. 6/17/2019 0 0 2x6 STIFFENER CHECKED BY.' V.DEVERA 2x8 NAILER LAP FRAME APPROX. 1 1 2" o • ' ( / ) _ o ' DATE. 6/25/2019 ^ REVISED DATE: ---- CENTERLINE OF EYEBROW HIP ° o°o REVISED DATE.• --- o ° REVISED DATE. ---- STANDARD EYEBROW FRAME WITH 3 1/2" 2x6 BEV. FASCIA REVISED DATE. ---- TRIMMED OFF FASTENED TO HEADERS WITH EYEBROW CONNECTION DETAIL 2x6 STIFFENER TRIMMED)HIP FRAME FASTENED TO BLOCKING SCALE: 1"= V-0" 1 Od R.S. GUN NAILS 4"O.C.STAGGERED W/ (5) 20)d R.S. NAILS. 2'STRAP (THIS SIDE ONLY) FASTENED TO HIP FRAME W/ (4) 1 1/2" R.S. . ,a�0" 2x10 (INO. 1 SYP) HEADER NAILS ANID TO HEADER W/ (3) 16d R.S. NAILS. �,z . ' � � � 1.•8(/7�• •� a co O• EYEBROW HIP CONNECTION DETAILS o SCALE: 1"= V-9' SCALE.AS NOTED SHEET NO. S 6 OF S8 OFFICE: CUTCHOGUE, NY JOB NO. 128-088851 •U o0 � %0 01. _ 0 2x6 BLOCK BETWEEN NAILERS n— Ix FASTENED TO COLUMN W/ 20d GUN NAILS @ 3"O.C. O o Z 0/ w Z O C a 40'-0" 99'-9" y Z 3-2x6 LAMINATED COLUMN 2x4 &2x6 NAILERS Q� FLUOROFLEX 1000 HI-RIB STEEL ADDITIONAL 2x6 LAMINATE 3-2x6 LAMINATED COLUMN lJ LjLj i 60' -2x10 (NO. 1 SYP) END RAFTER ASSEMBLY 2x4 NAILERS FLUOROFLEX 1000 HI-RIB STEEL 7/16"OSB z 1 1 1 / — Z 2xl0 NAILER (CUT TO FLIT UNDER BOTTOM 6" (R-19) BLANKET INSULATION 6" (R-19) BLANKET INSULATION 2x6 VERTICAL BLOCK CHORD OF END RAFTER ASSEMBLY) �I W/4 MIL VAPOR RETARDER W/4 MIL VAPOR RETARDER BETWEEN NAILERS / / 3-2x6 LAMINATED Z A GABLE HI-RIB FILLER PLUGS / i% i JAMB COLUMN J IM T#129 &T#191 CONNECTION TRIMS ( , , �. 4' WIDE 7116" OSB SHEATHING W/3' WIDE U ZY ..... SELF-ADHESIVE WATERPROOF MEMBRANE _ _ _ _ ___ }- z o 7/16" OSB SHEARWALL DETAIL U c; FLUOROFLEX 1000 HI-RIB STEEL . � 5/8"TYPE'X' GYPSUM WALLBOARD FLUOROFLEX 1000 HI-RIB STEEL SCALE: 1/2" 1' W O_ " 0 (MOISTURE RESISTANT IN RESTROOMS) 2x4 STRIPPING = -0" U '- 2x4 PURLINS @ 22"O.C. 2x4 STRIPPING @ 16"O.C. (2100f MSR SPF) 2x4 LEDGER FASTENED TO TOP 39Q CLIP T#48 INSIDE CORNER TRIMlib CHORD OF TRUSS W/ 1 Od R.S. GUN 2x6 VERTICAL BLOCK 39Q CLIP ' NAILS @ 6"O.C.STAGGERED) 2x4 STRIPPING O r , 5/8"TYPE'X' GYPSUM WALLBOARD H v 24'2090 S.C.TRUSS (MOISTURE RESISTANT IN RESTROOMS) FLUOROFLEX 1000 HI-RIB STEEL 1 1 1 Z 24'2090 S.C.TRUSS j (TOP CHORD FASTENED TO EACH 2x4 STRIPPING @ 16"O.C. 6" (R-19) BLANKET INSULATION BOTTOM CHORD OF 60' = F— O 2x6 E.C.E. END RAFTER ASSEMBLY ~ w COLUMN W/ (4) 20d R.S. NAILS) W/4 MIL VAPOR RETARDER 52Q CEILING BRACKET ! 7/16"OSB ON BOTH SIDES OF COLUMNS O � 2x4 TRUSS TIE 24' 2090 S.C.TRUSS & 60' END 1 ! RAFTER ASSEMBLY (ABOVE) : . Z �/ o 2x4 TOP BLOCK XO 2x6 TOP NAILER ,i i , 7 m Lam_. . . .. . .. L ♦R-38 BLOWN-IN INSULATION INTERIOR HI-RIB STEEL CONNECTION DETAIL #2 2x6 NAILER 2x4 STRIPPING @ 16"O.C. 2x4 STRIPPING SCALE: 1/2" = V-0" L�� 4 MIL VAPOR RETARDER L-----------I` COD Ix w 5/8"TYPE'X' GYPSUM CEILING a 3-2x6 LAMINATED COLUMN 7/16"OSB ti 2x6 VERTICAL BLOCKS @ COLUMN 8 BETWEEN NAILERS AT COLUMN ' LOCATIONS &OSB BUTT JOINTS —� 16-9' GRADE TO HEEL 5/8"TYPE'X' GYPSUM WALLBOARD L___________1 Z 2x4 STRIPPING @ 16"O.C. --------------- PERIMETER OF OSB SHEETS NAILED W/ 1 3/4'R.S. COIL 6" (R-19) BLANKET INSULATION GUN NAILS @ 3"O.C. 1-7--7-7 -7-" W/4 MIL VAPOR RETARDER I ' i----------- ON BOTH SIDES OF COLUMNS 3-2x8 LAMINATED JAMB COLUMN 24'2090 S.C.TRUSS & 60' END 1 �' RAFTER ASSEMBLY (ABOVE) L-----------1 2x6 NAILERS 2x2 VERTICAL BLOCKING AT COLUMN LOCATION (20) 1/4"x 2 1/2"POWER LAG 2x4 STRIPPING @ 16"O.C. WASHER HEAD YELLOW ZINC SCREWS 5/8"TYPE'X' GYPSUM WALLBOARD 2x8 TREATED SPLASHBOARD 6" (R-19) BLANKET INSULATION i-----------j OSB NAILED TO INTERMEDIATE 39Q CLIP W/4 MIL VAPOR RETARDER i i W/360M &370M BRACKETS -----------_ __ SUPPORTS WJ 1 3/4" R.S. COIL 2x4 NON-TREATED BASEBOARD 2x6 VERTICAL BLOCK ON BOTH SIDES OF COLUMNS -1 GUN NAILS @ 6"O.,C. W/370M BRACKET 2x4 STRIPPING @ 16"O.C. 1"x 1 1/2"BLOCK W/T#109 BASE TRIM 5/8"TYPE'X' GYPSUM WALLBOARD ADDITIONAL 2x6 LAMINATE ADDITIONAL 2x4 NAILERS AT r . g OSB PANEL EDGES & BETWEEN STANDARD NAILERS ---------1' DRAWN BY. KCONLEY :.....• .;.:...,.:r , ,r;. . :. «. FOR 24 O.C. MAX.SPACING ----------- ,;....:.,rc:.r.:.. i I` DATE.' 6 17 2019 -� :: r.::< ;•r.;�;� 3-2x6 LAMINATED COLUMN F ----------- 2x6 NOTCHED NAILER CHECKED BY., V.DEVERA 2x6 TREATED BOTTOM PLATE W/593M BRACKETS INTERIOR HI-RIB STEEL r-----------7 DATE. 6/25/2019 .:: 5x6 MFS PRE-CAST CONCRETE COLUMN . 6" (R-19) BLANKET INSULATION i N-0" i i REVISED DATE.' ---- W/4 MIL VAPOR RETARDER 2x4 STRIPPING .L___________1' ° 21"THICK CONCRETE PAD (2500 PSI MINIMUM). FLUOROFLEX 1000 HI-RIB STEEL - 5/4x6 NAILER REVISED DATE.• ---- r - 20" BELOW BOTTOM OF PRE-CAST CONCRETE 2x4 NAILERS 6" (R-19) BLANKET INSULATION REVISED DATE.• --- COLUMN AROUND EXPOSED REBAR CAGE T#48 INSIDE CORNER TRIM 2x8 TREATED SPLASHBOARD W/4 MIL VAPOR RETARDER ' AND 3/4"x 14"THREADED ROD WITH AN i i REVISED DATE: -- �' ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF FLUOROFLEX 1000 HI-RIB STEEL PRECAST CONCRETE COLUMN. PLACE 2x4 NAILERS L 16"QJ CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. O CONNECTION DETAIL #3 co "o � ' CONNECTION SECTION K � ' :;: Z SCALE: 1/2"= 1'-0" SCALE: 1/2"= V-0" l • o� 7/16" OSB SHEARWALL ELEVATION SCALE: 1/2"= V-0" o (SHOWN FOR ENDWALL LOCATIONS - PARTITION WALL LOCATION IS SIMILAR) SCALE.AS NOTED SHEET NO. S7 OF S8 OFFICE.' CUTCHOGUE, NY JOB NO. 128-088851 STRUCTURE FASTENING SCHEDULE Q VENT--A-RIDGE TO BASE TRIM #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8"o.c. sp RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) Q HI-RIB STEEL TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (V-0"o.c.) ® 3-2x8 COLUMN TO MFS PRE-CAST CONCRETE COLUMN (32) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS (3-2x8 COLUMNS W/5x8 MFS) ® 2x6 NlOTCHED NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) NAILS @ SPLICE/ (3) 0.148"x 3-1/2" (l6d) NAILS @ STANDARD CONNECTION © 7/16",OSB TO SPLASHBOARD & NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS pQ 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2' (16d) RING SHANK NAILS @ SPLICE/ (3) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION ® HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (V-0"o.c.) o (D SOFFI'T TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP ( 1 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE `J Zo Zo Q� N O� W m o = Z f-l'000W #8x3 1/2"WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS ♦ r ^ Z INTO THE 2N4" ROUGH FRAMING. PRE-DRILL HOLES 10"O.C. IN WINDOW JAMB FLASHINGS TO V 02 ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. r n a O.S.B.SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOW♦ �,.J FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. z O.S.B.SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. j z 1 1 1 rn Z HEAD FLASHING V HEIGHT ♦ 7/16"OSB PANEL z OF WINDOW J +1" 1' j 1 FINNED WINDOW } ;.y .a r 1 w L J SILL FLASHING O 5 4'_ WIDTH U OF WINDOW p 'f �o U _ � o FIN WINDOW SECTION = o p U � z Q WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW o zo z w ouj ♦ 7/16"OSB PANEL #8 x 3 1/2"WOOD SCREWS @ 10"O.C.♦ Wa FINNED WINDOW Q vi LLJ 8 WINDOW JAM�FA HING2"x4" ROUGMING Z FIN WINDOW JAMB DETAIL #8x3 1/2"WOOD SCREWS @ 10"O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS ♦ #8 x 3 1/2"WOOD SCREWS SPACED INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO AS SHOWN ABOVE TO AVOID DOOM ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. INSTALLATION SCREWS HEAD FLASHING 7/16"OSB PANEL DOORJAMB 2"x4" ROUGH FRAMING DRAWN BY.• KCONLEY DATE. 6/17/2019 WALK DOOR JAMB DETAIL CHECKED BY. V.DEVERA DATE.- 6/25/2019 REVISED DATE.• --- REVISED DATE.• --- NOTE: REVISED DATE.• ---- DOOR PANEL AND WINDOW PROTECTION REVISED DATE. ---- DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY,AND ARE NOT ;:�x HEAD FLASHING PROVIDED OR INSTALLED BY MORTON 7/16"OSB PANEL♦ �. BUILDINGS' INC. OR MORTON BUILDINGS' DOOR SLAB SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. ��vp�" 8V7x' OSB PANEL IS 1"WIDER THAN THE WIDTH OF THE DOOR ♦ •pd -�` FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM a WINDBOURNE DEBRIS PROTECTION - WALK DOOR WALK DOOR SECTION SCALE.AS NOTED SHEET NO. S8 OF S8