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Highway Storage Barn Plans
GENERAL NOTES ass+} O 1. ALL WORK TO BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL CODES AS WELL AS IN a N r, STRICT COMPLIANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE v N co SPECIFICATIONS AND REQUIREMENTS. DRAWING SHEET INDEX o a LU a ", of Lu "-, .: 2. ALL EQUIPMENT WHEN APPLICABLE IS TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES FOR THE INTENDED N m0 0 PURPOSE. o o _ . 3. ALL MATERIALS SHALL MEET OR EXCEED MANJFACTURERS WRITTEN SPECIFICATIONS. 4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND RELOCATE SHEET NO. SHEET DESCRIPTION X' IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, WIRING, CABLES AND z> $ APPURTENANCES AT NO COST TO THE UTILITIES, OWNERS, AUTHORITIES OR ENGINEERS. 5. THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, ETC. EITHER GENERAL` s EXPOSED OR CONCEALED. PRIOR TO COMME14CING CONSTRUCTION THE CONTRACTOR SHALL OBTAIN AND/OR VERIFY THE G-001 COVER SHEET ® EXACT LOCATION OF ALL EXISTING ITEMS THAT AFFECT THE WORK. G 002 GENERAL NOTES ® � PRO EC 6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT / DEVICES / ITEMS. CIVIL LOCATION a 7. ALL EQUIPMENT SHALL BE INSTALLED / PIPED /WIRED IN STRICT COMPLIANCE WITH THE REQUIREMENTS ANDTOWN OF SOUTHOLDRECOMMENDATIONS OF THE EQUIPMENT MANUFACTURER. C-001 EXISTING CONDITIONS £r DEMOLITION PLAN 000 8. LAMINATED COLUMNS; NO-1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS NAILED 8 INCHES C-002 PROPOSED SITE PLAN 0 00 / s O.C. STAGGERED ON EACH SIDE WITH 4 INCH NAILS. ARCHITECTURAL ' - 9. ANCHORED ON CONCRETE: COLUMNS SHALL BE ATTACHED TO CONCRETE BY USE OF GALV STEEL COLUMN SOCKETS. EACHHIGHWAY STORAGE FACILITY ® ® ® SOCKET SHALL BE FASTENED TO THE CONCRETE BY TWO 3/4" DIAMETER BY 12"THREADED ANCHOR BOLTS. THE COLUMNS A-100 FOUNDATION PLAN SHALL BE FASTEND TO THE SOCKET BY FOUR 1/2"X 6"MACHINE BOLTS AND EIGHT 20 d r.s. NAILS. A-101 FLOOR PLAN 0 0 0 10. TREATED LUMBER SHALL SHALL BE NO.1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND LOCATION M A P GROOVED OR 545. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVTIVE TREATMENT COMPLYING WITH PRE-ENGINEERED TIMBER C0LUMN STRUCTURE A-102 ROOF PLAN 0 00USE CATAGORY UC48 (ICC-ES)AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. A-400 REFLECTED CEILING PLAN 0 0 ® N.T.S. 11. FRAMING LUMBER SHALL INCLUDE SIDING NAILERS AS 2X4 S4S, OR 2X6 SPF NO-2 OR BETTER SPACED APPROXIMATELY 36 INCHES O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS SHALL BE 2X4 S4S NO.2 OR BETTER ON EDGE (PETCS) A-500 EXTERIOR ELEVATIONS 0 0 0 PROJECT DATA.SPACED APPROXIMATELY 24 INCHES O.C.; ALL OTHER FRAMING LUMBER IS NO-2 OR BETTER. A-511 BUILDING SECTIONS 0 0 0 APPLICANT/OWNER: 12. ROOF TRUSSES SHALL BE FACTORY ASSEMBLED WITH 18 OR 20 GUAGE GALVANZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER NO-1 OR BETTER AND INCLUDE IN PLANT QUALITY CONTROL INSPECTION CONDUCTED UNDER THE AUSPICES OF A-700 BUILDING SECTION Et DETAILS 0 0 0 THE TPI INPPECTION BUREAU. TRUSSES SHALL BE DEISGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS A 701 DETAILS FOR THE STATED LOADING. 0 0 0 1000-074.00- 05.00-015.000 �' /, TAX MAP NUMBER: 13. METAL SIDING PANELS AND METAL ROOFING PANELS SHALL INCLUDE (FLOUROFLEX 1000 TM)-0.019"MINIMUM GALVANIZED OR A-702 DOOR SCHEDULE 8 DETAILS GALVALUME STEEL WITH ADDITIONAL BAKED ON 70%PVDF FINISH WITH A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR. "i FIRE SPRINKLERS TOTAL SITE AREA: . <.,> ZONING: 14. TRIM SHALL BE DIE FORMED PROFILE OF 0.017"MIN, G90 GALVANIZED OR GALVALUME STEEL ON GABLES, RIDGES, CORNERS, :w., BASES, WINDOW TRIM AND DOOR TRIM WITH SAME FINISH AS ROOFING OR SIDING PANELS. yGi „ ' FS-001 FIRE SPRINKLER GENERAL NOTES AND DETAILS 0 0 0 15. GUTTERS SHALL BE 5"K STYLE 0.030 HIGH TENSILE ALUMINUM GUTTER 70%PVDF FINISH TO MATCH TRIM ON BOTH SIDES OF ;a USE: r %' FS-101 BELOW CEILING FIRE SPRINKLERS PLAN THE BUILDING. ,' / ;, .'' ;; ENGINEER: " n 0 0 0 FS-102 ABOVE CEILING FIRE SPRINKLER PLAN 0 DID FOUNDATION NOTES. </ ELECTRICAL 0 E-001 ELECTRICAL NOTES LEGENDS AND TABLES 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED 2,000 PST. FOOTINGS MUST REST ON UNDISTURBED � , �' ! �� � �; � � , 0 0 0 %ii' SOIL. NOTIFY ARCHITECT PRIOR TO PLACING FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE VERIFIED. % r u - ,, E-101 ELECTRIC POWER PLAN 000 2. 8"SLAB ON GRADE- INDICATES 8"THICK 4000 PSI AIR ENTRAINED CONCRETE SLAB w/ (2)-LAYERS OF#4 BARS AT 12"o.c. EACH WAY. PLACE SLABS OVER COMPACTED POROUS FILL, SUB-BASE AND 6 MIL. VAPOR BARRIER AS SPECIFIED. % ' :% s f E-102 ELECTRIC LIGHTING PLAN 0 0 0 ° a :,,, �.,: r . 0 0 0 L. K. MCLEAN ASSOCIATES 3. THE FINISHED ELEVATION OF THE NEW CONCRETE FLOOR SLAB SHOULD BE SET TO THE ELEVATION OF THE EXISTING CONCRETE � ti � v �,.: ��- � , � ,, H E-901 ELECTRIC DETAILS APRON WHERE IT MEETS THE EXISTING SOUTHEAST GARAGE DOOR '� ENGINEERING & SURVEYING, D.P.C. u �� � / FA FIRE ALARM PLAN CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 4. "Cl=APPROXIMATE LOCATION OF CONTROUCONSTRUCTION JOINTS IN SLABS ON GRADE. FOR DETAILS, SEE TYPICAL : , . ,� 0 0 0 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE SLAB-ON-GRADE DETAIL. ENERGY DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY 5. REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND %, ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ,uy ; EN 01 ENERGY CODE COMCHECK ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HOOKED AT NON-CONTINUOUS ENDS. 0 0 6. ALL CONCRETE REINFORCING SHALL BE EPDXY COATED. DO NOT DAMAGE OR NICK THE EPDXY COATING. REFER TO10 HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED 8Y" FOLLOWED BY j �' HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC SPECIFICATIONS FOR ADDITIONAL INFORMATION. DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 7. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0"APART AND NO LESS THAN 4'-0" FROM ANY PIER. ' % SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AL A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. VERIFY LOCATIONS WITH ARCHITECT. SECTIONS OF WALL SHALL BE POURED ALTERNATELY. HORIZONTAL JOINTS WILL NOT BE MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE PERMITTED. -"-% SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC 8. BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. 9. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AFTER 28 DAYS. 53095 MAIN ROAD L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. 10. PROVIDE SLEEVES AND BOX OUT OPENINGS FOR ELECTRICAL TRADE. LOCATIONS OF OPENINGS SHALL BE APPROVED BY PROJECT: ARCHITECT AND SHALL BE PLACED 50 NOT TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. VERIFY CONDITIONS ON THE JOB PRIOR TO INSTALLATION. PECONIC , NY 11958 TOWN o F s o uTH o D 11. "KEYS"FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND DETAILS. 12. NO FOOTINGS SHALL BE PLACE IN WATER OR ON FROZEN GROUND. ALL SOIL SURROUNDING AND UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING THE COURSE OF CONSTRUCTION SUFFOLK COUNTY, NY 14. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL WITH LEAN CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS,AS APPROVED BY ARCHITECT. 15. PLACEMENT OF ALL COMPACTED FILL MUST BE UNDER THE SUPERVISION OF AN APPROVED TESTING LABORATORY. CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL FILL HAS BEEN CHECKED IN PLACE AND CERTIFIED BY THE TESTING LABORATORY. 16. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AND TAMPING. 17. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF THE FOUNDATION TO PREVENT MOVEMENT DUE TO THE UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE SIDE ONLY, THE BACKFILLING AND COMPACTION SHALL NOT Southold Highway Storage START UNTIL ADEQUATE BRACING IS PROVIDED FOR ALL FOUNDATION SUPPORT. 18. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS OF GRADE BRACING THESE WALLS Barn Replacement AGAINST EARTH PRESSURE, WIND AND OTHER FORCES, HAVE BEEN IN PLACE A MINIMUM OF SEVEN DAYS. 19. BEARING CAPACITY FOR THE UNDISTURBED SDIL SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. IF REQUIRED BEARING CAPACITY IS NOT ACHIEVED, UNSTABLE MATERIAL SHALL BE REMOVED AND COMPACTED FILL SHALL BE USED. THE COMPACTED FILL SHALL BE WELL GRADED GRANULAR MATERIAL AND SHALL BE PLACED IN 12"LIFT AND COMPACTED TO ITS 95%OF MAXIMUM DRY DENSITY DETERMINED ON THE BASIS OF ASTM METHOD D-1557 20. BUILDING MANUFACTURER TO SUBMIT REACTIONS, COLUMN SIZES AND LAYOUT, AND ANCHOR BOLT REQUIREMENTS TO THE ARCHITECT. 21. MIN. CONC. COVER FOR REINFORCING SHALL BE 1-1/4" FRP SLABS. 1-1/2" FOR BEAMS AND 1"FOR WALLS. ALL CONCRETE 275 PECONIC LAN E EXPOSED TO WEATHER OR EARTH FILL SHALL HAVE MIN. CONC. COVER OF 2": FOR BIGGER BARS LARGER THAN#5 OR 1-1/2"OR PECON IC, NY 11958 #5 BARS OR SMALLER. FOR ALL CONCRETE PLACED AGAINST EARTH, MIN. CONCRETE COVER SHALL BE T. 22. ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT TO ALL BARS. 23. PROVIDE ADDITIONAL 2-#5 BARS AROUND ALL SLAB OR GRADE BEAM OPENINGS, UNLESS NOTED OTHERWISE. ISSUES/REVISIONS 24. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION SLOPES. Description No. Date 25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. 26. ALUMINUM SHALL NOT BE PERMITTED EMBEDDED IN OR IN CONTACT WITH CONCRETE. ISSUE FOR REVIEW 1 SEP. 2024 27. EMBEDDED PIPES OR CONDUIT SHALL NOT EXCEED 1 /3 SLAB THICKNESS, AND SHALL NOT OCCUR CLOSER THAN 3 DIAMETERS DOB COMMENTS 2 JAN. 2025 APART. DOB / BID SET 3 02.27.25 28. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE INTENDED POURING SEQUENCE AND LOCATION OF ALL CONSTRUCTION JOINTS TO THE ARCHITECT FOR APPROVAL. AERIAL MAP TRUSS WIDTH PLUS 20' 1 1. TRUSSES r 2. LUMBER 3. LOWER COLUMNS :€ ate 2cs3 COLUMNS 0 5. SACKRETE 2 6. HARDWARE 7. SIDE AND ENDWALL STEEL PANELS ., b ® NEW BUILDING SITE ha N 8. ROOF STEEL PANELS 9. TRIM AND GUTTERS 3: j "� DO NOT PLACE MATERIAL INSIDE rl x THIS AREA Vf O ��� � � f4sxmr.. � ODD CIL o 0 ffi. 7 U d a � .. ❑ g `A 'TRUSS WIDTH PLUS 5' 9fu DRAWING TITLE: 'v PROJECT LOCATION ��, "`- cu A N. TRAILER DROP AREA DRIVE LANE SITE PLAN ' COVER SHEET x<. a SEAL & S TU _. JG a fu 22 yyn„a" - .. . IGNA R Y� .:: Draw n n By: JR/ AR A roved B MC7 PP y� ,-, o Scale: AS NOTED x: Date: AUG. 2024 Ln o O f File No: 24096.000 N n `� J Sheet No. N 3,97 .��. r� G -001 2: CL f /, SSSQ;I'ti (Q � Ww.,orod s�'r: Mldatx5E3tl?a '.eamx..;v,�tta'rr w.vr FULL SIZED PLOT SIZE:24"x 36" WALL ASSEMBLY:UL V337y FIRE RATING=2 hours. a ROOF ASSEMBLY:NYSBC Table TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL ayers 5/ "type-x gypsum FIRE RATING=2 hours '" r a 0,-0„ EGRESS PATH LEGEND at I &7 O_ 2 HR PER TABLE 02_ SYMBOL DESCRIPTION ,v z,,• s II 3 85'-0" O O O O O W MOST REMOTE POINT ; Ps Z 0 DOT SIGN WITH EMERGENCY LIGHT FIXTURE b �g L o 0 0 0 0 PROJ DIRECTIONAL EXIT SIGN LOCATION r Ob'b J F ow OCCUPANCY GROUP = F1 0 EGRESS PATH TO EXITFE JNEW CONCRETE SIDEWAU(1>,10Nz`1>>1 DISCHARGE TO PUBLIC WAY h \ \ \N \ X' CONSTRUCTION CLASS = VBn 2 HR FIRE RATED PARTITION UL U415\ W ,\� \ \� FIRE ALARM PULL STATIONN \` BUILDING FULLY SPRINKLERED n � WALL HUNG FIRE EXTINGUISHER %� V / BUILDING GROSS AREA = 7,450 SF 2020 NYSBC 1005.3.2 DOOR WIDTH CAPACIITY I =0.2 INCH PER OCCUPANT LOCATION N O M A P MAX AREA ALLOW (TABLE 50 = 34,000 SF ; COMPLIES �o� N.T.S. PROJECT DATA 2020 NYSBC TABLE 1017.2 EXIT ACCESS TRAVEL TABLE-1004.5, OCCUPANT LOAD / n DISTANCE(WITH SPRINKLER SYSTEM) APPLICANT/OWNER: FACTOR = 200 GROSS = 38 OCCUPANTS 1000 TAX MAP NUMBER: I .�;� t ; , � ,�•� / / 074.00-05.00 015.000 ............ D 100� OF z,a= w . . / / i. ...... .... .... . ...... /, .. /.,./ TOTAL SITE AREA: F ALL BUILDING ENTRANCES AN n ALL PEDESTRIAN RAMPS SHALL MEET I NEW YORK STATE ENERGY CODE 2020 ACCESSIBILITY ZONING:L TY REQUIREMENTS OF ICC/ANSI z ,� ENERGY CODE COMPLIANCE PATH '�"` : `�' ' • / / / RESCRIPTIVE COMPLIANCE PATH= USE: ' AlA117.1 2009. N R VALUE METHOD 75'-O"ACTUAL TRAVEL DISTANCE 80'-0"ACTUAL TRAVEL DISTANCE ENGINEER: ( — SPACEM < < I:. ) ) ) C402.1.1.2 LOW ENERGY BUILDING MAIN 250'0"ALLOWED TRAVEL DISTANCE 250'0"ALLOWED TRAVEL DISTANCE 0 BUILDING a £U•,4 4l a v!uv uxaat dz»:�snna,x%!R,xAd:.fin<r„":cdks,l>!x mx ku 0—ttaSw 4%"Ik ,�;•,>sn+aW sYnsr;>.skm w;w, (V .. .. '/J N ... FXCk�'l M 1W£roitbs w:c'>or Md M Y WA a kw N41NO a£�mersum me,rbm W.;r;fq m+,d;cnr3on a s:+ai!nc Q , .., ,f ... .. ... .. .. / ,.., .. .... :...... .. i ..... .. .. UNCONDITIONED AND THEREFORE EXEMPT FROM THERMAL ENVELOPE ASSEMBLY PER C402 limirni a,s rrrac'sm>!m M o Kli r W /'�. W ... .. .. .. ..: v SPRINKLER ROOM WILL BE CONDITIONED WITH > . h N,cros rmf k^Fe„m 7t nn£,c..xx rM>z rmx hri;£5u xfw11 M U.Ku f"r mnf zs:�fi.<'t£;". �' Z ... Z / SUPPLIMENTAL HEATAND COMPLIES WITH INSULATION e nurt<,�1>wr or"«,rr."„f""•',,::,>ro." 3�,re.,. 01 COMPONENT OD �3/ ../ ....... ...... ... ! '.... ....>•/ . . Gr�f. / COM T R—VALUE BASED METHOD. DIAGRAM LU '/ / r I CLIMATE ZONE = 5 AND MARINE 4. GRAM 1, MWFRS DESIGN WIND PRESSURES /// ._. . . ._. i'z/ �. z /,/ v / / / / ROOFS AIlIC AND OTHER = R-30 COMPLIES DIAGRAM FOR ENCLOSED BUILDINGS - WALLS AND o� �o /o/ / L. K. MCLEAN ASSOCIATES / N STORAGE FACILITY FOR VEHICLES ONLY ROOFS / .. .... "/ ! / / / /" WALLS ABOVE GRADE, WOOD FRAMED R-20, COMPUES. ENGINEERING & SURVEYING D.P.C. ,�/ , �%,� /, /, ,/, ' :,/. / � I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 SLAB ON GRADE; R-10 FO 24' AND BELOW, COMPUES. STORAGE SPACE IS UNCONDITIONED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC i / ... ............. ,.. ... ... / /. � i ,. ,/ l�' DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS f , / / "" ✓ I BETWEEN THE OWNER AND L.K. MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE Q'• ;� / D BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATE C / V SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSE S P ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. 01 PROJECT: o 0 0 o O 0 < \ \\.. \ \\�\ TH SUFFOLK COUNTY, NY iS \.Z yZ l� J Gable R00 < � o DIAGRAM 2; COMPONENTS Et CLADDINGS DESIGN WIND PRESSURES DIAGRAM FOR ENCLOSED 40 BUILDINGS - WALLS AND ROOFS Southold Highway Storage Barn Replacement 91'-0" dj.O. COUPOLA OT.O. COUPOLA ±33-11 ±33'-11 BUILDING DESIGN CRITERIA P �0) N L n (J) �' �I r, F) E �' n �) 275 PECONIC LANE 6T.O. ROOF 2T-8" 1 (� 4 5, n 7 8 9 1� 1 &T.O. ROOF 27'-8" BUILDING CODE 2020 BUILDING CODE OF NEW YORK STATE ZONE 3r12 ZONE 2r / // / / �' // ZONE 3r PECONIC, NY 11958 CONSTRUCTION TYPE VB f, . BUILDING AREA 7,290 SF 3� ZONE 2n ZONE 2n / } / RISK CATEGORY II ISSUES/REVISIONS f ZONE it //X//r/�/ �/i // j �ZONE2e}i%i' }.' /i}/; ' '/ r/ /'' % ZONE3e ,.EAVE HEIGHT 16'-7" I I I I I I f ,EAVE HEIGHT 16'-7" ' / ' / Description ROOF LIVE LOAD DESIGN 20 PSF jj P NO. Date GROUND SNOW LOAD 20 PSF / Q �' Q ! f W / % / ISSUE FOR REVIEW 1 SEP. 2024 = � MAXIMUM DESIGN ELEVATION 1,000 FT j / N o /�� N DOB COMMENTS 2 JAN. 2025 WIND SPEED (V3S) ULTIMATE 130 MPH `;0' '� / / / / i. DOB / BID SET 3 02.27.25 WIND IMPORTANCE FACTOR 1.0 , / EXPOSURE CATEGORY B TOP OF WALL+1'-0" / / ' / / TOP OF WALL+1'-0" INTERNAL PRESSURE COEFFICIENT ±0.18 FINISHED FLOOR 0' 0' i" j r/. ,,FINISHED FLOOR 0'-0' BUILDING DESIGN CONDITION ENCLOSED WIND LOAD DESIGN ASCE 7 METHOD 2 64'-41" (ZONE 4) ZONE A 33.7 PSF 2 8'-1" 8%1" 73'-10" (ZONE 4) 8'-1" (ZONE 5) 81'-0" (ZONE 5) (ZONE 5) 90' 0" (ZONE 5) ZONE B -11.2 PSF rn ZONE C -22.4 PSF 3 ZONE D -6.4 PSF o 10 T.O. COUPOLA ; T.O. COUPOLA 91'-0" ZONE E -32.2 PSF .4 o MAIN WINDFORCE RESISTING SYSTEM ±33-11 ±33'-11 I (MWFRS) ZONE F -21.0 PSF a° ZONE G -22.4 PSF 7) �) n 4) 3. (2) 1 n4jE) E �I H O (jI (k) L (N) NOTE: SEE DIAGRAM 1 ,.Cn T T.O. ROOF 2T-8" T.O. ROOF 27'-8" 3 ZONE H -16.1 PSF ZONE 3r / 0 12 ZONE'2r / / // f % /' ZONE 3r ZONE EOH -45.1 PSF 3 p ' c ZONE 2n / / / /. . 0 ZONE GOH -35.3 PSF f { j ZONE 2n a ZONE 4 +30.4/-33.0 PSF , ZONE 3e /ZONE 2e .EAVE HEIGHT 16'-T' I I } / %,r/ ;, ,} ZONE 5 +30.4/ 40.7 PSF I = I ,' i I / .' ,� //;}' / ,/ / /,• / / ZONE 3e ' I— .EAVE HEIGHT 16'-7" ' Io ZONE 1 +18.4/-56.2 PSF / Q g g / // c = //' ' % /,/ co DRAWING TITLE: LL 0) ZONE 2e +18.4/-56.2 PSF L` /%� N v, COMPONENT Et CLADDING it o o ZONE2n +18.4/ 81.9PSF / / " � / ' / GENERAL NOTES NOTE: SEE DIAGRAM 2 �!/ ® ® ® ® ® ® ® ® ® ® ® ® o a / % / ;o ZONE 2r +18.4/ 81.9 PSF /h /� I I 3 ZONE 3e +18.4/-81.9 PSF .21 TOP OF WALL+1'-0" TOP OF WALL+1'-0" Design B ]G ZONE 3r +18.4/-97.4 PSF j / j / i / FINISHED FLOOR 0'-0' FINISHED FLOOR 0'-0"- :2 . Drawn B JR AR { i f SEAL & SIGNATUF' 9 y I� y: It BUILDING SEISMIC CATEGORY=CATEGORY-B Approved By: MCI � 0 64' ZONE 4) L 8'-1" ,. � o (ZONE 5) 8-1" 8'-1" 73'-10" (ZONE 4) 8,_1rr Q Scale: AS NOTED 81'-0" (ZONE 5) (ZONE 5) ZONE 5) � Date: AUG. 2024 N o 90'-0" ( �" File No: 24096.000 O O N Sheet No. WIND LOAD DESIGN - EDGE ZONES �� �� �9 G-002 FULL SIZED PLOT SIZE:24 x 36 DEMOLITION NOTES: EXISTING OVERHEAD ELECTRIC TO BE NOTE: F "" 1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE DRAWINGS DESCRIBED IN THESE PECON I C LANE DISCONNECTED FROM EXISTING 1. ALL EXISTING UTILITIES ARE APPROXIMATE AND NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE THE SCOPE OF WORK. BUILDING PRIOR TO DEMOLITION AND SHALL BE VERIFIED BY CONTRACTOR , 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN. ORDER TO VERIFY ACTUAL CONDITIONS AND w THEN RECONNECTED TO NEW BUILDING w w w 2. THE FINISHED ELEVATION OF THE NEW CONCRETE FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO BID. EX STING ELECTRICAL LINEw w w FLOOR SLAB SHOULD BE SET TO THE ELEVATION OF 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE PROTECTION w w w w °� THE EXISTING CONCRETE APRON WHERE IT MEETS r FROM DEMOLITION WORK. WILL BE CUT BY THE TOWN w w „ 3:PRIOR TO DEMOLITION. w THE EXISTING SOUTHEAST GARAGE DOOR ".•<, j:. 4. PRIOR TO REMOVAL, THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, WIRING, CONDUIT, ETC. ONCitETE SIDEWALK SAW CUT EXISTING ASPHALT QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. — REQUIRED 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING AREAS TO REMAIN. PAVEMENT 3 SC SC / "� 41- 5: 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS BE LEFT CLEAN. \ SC ' EXISTING ASPHALT PAVEMENT e 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, APPROVALS, ETC. FROM G REQUIRED ." SPHALT ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED £ - T PAVEMENT TO BE REMOVED AS RE Q f COPY OF SUCH TO THE ENGINEER. p� 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, POLLUTANTS AND OTHER OFFICE ' 0 / DISTURBANCES TO DAILY OPERATIONS OF THE TOWN OF SOUTHOLD. _/ EXISTING CONC. SLAB TO BE 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT TO THE AREA OF O REMOVED o OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT \\�! x SHALL BE PROMPTLY RESTORED, REPLACED, OR REPAIRED AT NO EXTRA COST OF THE OWNER. 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. / �\ \\\ \� DEMOLISH EXISTING STORAGE BUILDING AND FOUNDATION.11. PROTECT, REROUTE ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED THROUGHOUT THE AREA OF WORK. �\ ' i n THE CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL / \ \ REMOVE ALL DEBRIS FROM REPAIRS NEED TO RESTORE DAMAGED SYSTEMS DURING CONSTRICTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO t \\ EXISTING STRUCTURE. COST TO THE OWNER. II \ \\1 \ yF EXISTING CUR It GUTTER SHA L BE PROTECTED THROUGHOUT CO STRUCTION. / 'r\ \ \ \ LOCATION M A P ANY D E SHALL BE '\ l REPAIRED BY T E CONTRACTOR _ N.T.S. AT NO EXPENSE T�THE TOWN. EXISTING CONC. SLAB TO J \ 1 BE REMOVED PROJECT DATA APPLICANT/OWNER: 1-STY. CONCRETE DIRT/GRAVEL ` \ BLOCK HIGHWAY PAVEMENT I MAINTENANCE EXISTING CONC. SLAB TO / w BARN BE SAWCUT AND REMOVED TAX MAP NUMBER: 1000 -074.00-05.00-015.000 I I FUEL TANKS-y ��\ �� ELEC AS NEEDED. \ TOTAL SITE AREA: ¢N CONC. PAD \\\\ \\ \ PANEL \ ZONING: x6_CHAINLINK FENCE USE: x / I W C = u� � I#64 ENGINEER: W wx w m \1 w k ' DIRT/GRAVEL =' I = I I TOP \ I CONCRETE PAVEMENT u m w �UEL ISLAND I / a I - Ln X x x x x x 6'CHAINLINK FENCE W/ CANOPY �_ J �' �_� I� ' H °H---" #262 f - ( / o x x x--x x x x w _� E E x x x x x x x x x x x x X X — E E E E �� L. K. McLEAN ASSOCIATES x �- ' x PROPANE x—� �E---E E E I ENGINEERING & SURVEYING, D.P.C. I TANK 1-STY. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 CONC. WD ' X 6'STOCKADE FENCE CON_ CRETE CURB RIM= $ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE X STORAGE CONC. FR. DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY BUILDING STORAGE —, 4'STn. �C' ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ I 4 ' BUILDING CON / ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO X 0 DIA. CONC. 1 <�ELEC. TRANSFORMER / HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY 50'DIA. SW PAD ON CONC. PAD HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC BLOCK RETAINING WALLS T T DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SON SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A PAb RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. UTILITY BLDG. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE /I \ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY E� G T G NATURAL GAS ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC x E-----E / / E/ r GENERATOR ------E--_ -__l I L.K. McLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. E p� ELEC: P;�NEL PROJECT: / x p W ASPHALT a W ASPHALT PAVEMENT PAVEMENT u " TOWN O F SOUTH LD U.X O SUFFOLK COUNTY, NY z , I =i I Q I X x I I � -- Southold Highway Storage 0 • GI ( _, � Barn Re lacement m p I NTENANCE GARAGE I °� " I DIRT MAI I y I I "zTT IZ I I xm 275 PECONIC LANE I x � I I 1 PECONIC NY 11 I � 58 9 I c w �L___ s_cHA�N�!NKF-- ENCE - —G ISSUES/REVISIONS w--w =w=p1CRET�_=ATERSERVICE_G G�-- _w� w _ --G Description No. Date w_ -_w--- -w w W _ G——G ASPHALT CONCRETE WALL \ ISSUE FOR REVIEW 1 SEP. 2024 ATE G I PAVEMENT 3 CONGRETEOURB � DOB COMMENTS 2 JAN. 2025 x _ _(i) TRAILER \ DOB / BID SET 3 02.27.25 SHEIS RIM=15.42 I I 3 I X x x x 1 (O ) \ \ I I I N I \ w U w w w ANIMAL SHELTER w w w w \ — -BLOCK BLDG. 1-STY, G c SAN. ASPHALTPAVEMENT ((DRIM=14.69 ad�� z 3 x SEWER � ) = x 1-STY. WD. a DO NOT v I (o u FR. GAR. ENTER � VACUUMS o ❑ i RIMS i�0 cn POLICE f x x ¢ BLOCK BLDG. 1-STY. I IMPOUND 3 UTIL. 8 YARD x w RIM=11.73 CHAINLINK ANTENNA BLDG. �;;P% z CONC. PAD � x FENCE x WITH A/C UNITS I a I X I DOG PENS z A/C UNIT x� POLE x z SATE LLITE DISH a x ( 0-0-0-5— DRAWING TITLE: BLDG. I v � UTIL. K G — _ _ _ _ _ — BLDG. PAD RI1� 1;61 EXISTING CONDITINS Et x1 x I o X�,x �— x ( o) ANTENNA ASPHALT PAVEMENT IM�7-35 p� DEMOLITION PLAN OH — OH OH � X x-8'LHAINLINK FENCE °H x off x off--��off off off X X X r—gl���—�Hy OH GH °H � #259D --T`—fi'�CHA1NtINK° LIL 59 � UEM LIL#259 LIL#259 E f ,, y: JR/ AR SEAL &SIGNATUP -: Design y: JG Drawn B �+ 1F ' Approved By: MCJ Scale: AS NOTED -; in G' ` ` Date: AUG. 2024 N o File No: 24096.000 SITE PLAN � fY; Sheet No. a %D� ; N x 1 p/y Zct �i o It 4 Si 97 a �"£SSlQ�e. f C-001 FULL SIZED PLOT SIZE:24"x 36" 24"0 HEAVY DUTY OPEN FINISHED GRADE NOTE" GRATE FRAME 8 COVER UPON COMPLETION OF BACKFILL, 1. ALL EXISTING UTILITIES ARE APPROXIMATE AND 18"MINIMUM RESTORE GRADE BACK TO AT PECONIC LANE SHALL BE VERIFIED BY CONTRACTOR ORIGINAL CONDITION,MATCH �'C VF SURROUNDING CONDITIONS ^"--'^--•---•-W-..,...,..,,„,,,,,_ ,,,, ,,,� ,- PROPOSED FULL DEPTH 2. THE FINISHED ELEVATION OF THE NEW CONCRETE FINISHED 2'° -"" - EXISTING O.H. ELECTRIC FROM FLOOR SLAB SHOULD BE SET TO THE ELEVATION GRADE �-•-—- 10'MIN. ———�� 2'+/_ .-I , "---'--..'"w- "- - _�,",....,,,._ ASPHALT PAVEMENT '"�`""'"'•"-"'--"��/-�•--'----w r EXISTING POLE�2 TO BE 24•CG RPAIN.' - ---- _---'..._,•. _,.._.,,,_.._, <s OF THE EXISTING CONCRETE APRON WHERE IT 12• 6"WIDE PLASTIC ELECTRICAL TAPE _ ----^-W- .......,, RECONNECTED TO NEW BUILDING. FORTHEFULL LENGTHOFTHE ;�- �� :� \. ea BARS 08-D.C.env -- MEETS THE EXISTING SOUTHEAST GARAGE DOOR TRENCH.TAPE TO BE IMPRINTED / 24"MINIMUM WITH WORDS*CAUTION ELECTRIC" ` \ \ I \,> v I '�' ADDITIONAL 84 BARS -. 36•MAXIMUM AT INTERVALS NOT TO EXCEED 5'-0• /; / I / OPENING 2-0 8 •a M%�•• .. 3. 0.4 WALL r 1:12 MAX FOR ELECTRICAL NORMAL BACKFILL f ' "' ""'" PROPOSED 8" FOR ELECTRICAL \ ,/,j I 'y7�Y,/l //�` / v UTILITY ROUTING �. `\ " a / SAND BACKFILL \ � ' '... .;,.....> �- .. '! ��' CONCRETE APRON AREA OF � '/.....� / � i SCHEDULE 40 PVC CONDOR, �— <i/ atr";i";F✓ �.`.�• CIRCUMFERENTIAL STEEL Al j DEPARTMENT PROPOSED ELECTRIC ' '" "' SEE SITE PLAN FOR ROUTING .,.N ,,,.,_,, ,,,,,:„ ,,,, =012SO.INd.F ., ., �. . / .: ./ /.�/��,. E AND CONDUIT SIZE PROPOSED TELEPHONE .� d„ .;-,, : '� y / - '/ PROPOSED FIRE 12• PROPOSED " :. CONNECTION POLYESTER GEOTEXTILE 8•DIA HOPE DRAINAGE PIPE COMMUNICATIONS '-10- C7 4 ., ;i -•ii /- / . MATERIAL I PROPOSED WATER MAIN I OFFICE WATERLINE (COAXIAL CABLE) J4REBAR818'O.C.B/W k/F"�F3CT;. O j% ,%•.;,, ' PROTECT UNDISTURBED EARTH PROPOSED SANITARY PIPE CASSN INVERT IN THE FLEE SHALL BE TOP SLAB r' PROPOSED 90'X81'PRE-ENGINEERED LOCATION ������ 10'MIN. — 'SECTION CASE IN PLACE IN THE FIELD O ., �•, ,,,T"'" 3• „;,;,: " TIMBER COLUMN STORAGE (PETCS) ei.G CONTRACTOR TO COORDINATE THIS INSTALLATION AND NOTES: ..__._._.. .,,. " ( BUILDING. (NO SANITARY) COMPLY WITH UTILITY COMPANY STANDARDS. 1. ALL CONCRETE TO BE 4,000 P.S.I.0 28 DAYS PRECAST BOX AS MANUFACTURED BY F.F.=17.4 LONG ISLAND PRECAST OR APPROVED EQUAL. 2. PROVIDE PIPE OPENINGS AS REQUIRED. 'PROPOSED 1:12 MAX ' 2 DIRECT BURIED CONDUITS DETAIL =NTS ICAL UTILITY TRENCH DETAIL 43. MANHOLE TO. WELDED WIRE MARATM,A61 GRAD AASHTO SH-20TRAFFlCLOADING. H c.AccEssIBLERAMP 3 5. MAR ASTM A61 S GRADE 60. NTS 48"4I PRECAST STORM MANHOLE DETAIL ROOF LEADERS TO s ' N.T.S. EXISTING CONCRETE " % ROOF LEADERS TO 8" GUTTER %Q `� HDPE DRAIN PIPE SLOPED AT BROOM FINISH,STEEL TROWEL EDGE(UNLESS LOCATION M A P 32"MAX.(TYPICAL)— METALLIC MARKING TAPE �2.0 J "PER FOOT MIN. ANY OTHERWISE NOTED) DISTURBANCE TO BE (4000 PSI)CONCRETE W/p5 BARS Q)17" � � REPAIRED IN KIND N.T.S. SURFACE r a O.C.EACH WAY TOP&BOTTOM PROPOSED 8" G } 8"HDPE END SECTION 2 0' CONCRETE APRON - EXCAVATE 8:BACKFILL WITH TOPSOIL a SEED(TYP.) COMPACTED SUBGRADE SUITABLE EXCAVATED �IIIIII� IIII � IIIIIII )�I� ) FMI MATERIAL A.O.B.E. COMPACT 8"HDPE END SECTION 1-STY. CONCRETE DIP BACKFILL IN 6"LIFTS. BLOCK PAVEMENT ' ® ---- CONCRETE APRON DETAIL HIGHWAY AINTENANCE PROPOSED PROPOSED HDPE END N.T.S.NTs ONCRETE 1:12 MAX SECTION AS DETAILED PROPOSED WATER LINE W/ BARN TONE WIRE Rqp H. . ACCESSIBLE RAMP FUEL TANKS 8"HDPE DRAINAGE PIPE 2 01 1}"TYPE 6 ASPHALT PAVEMENT ON CONC. P ELE V-REMOVE UNSUITABLE 2}TYPE 3 ASPHALT PAVEMENT PA"•'EL 1 RIP RAP STONE HAND SET AND PACKED LIMIT OF L TO VTHICK •, —I - ^µt GRADING MATERIAL IFrCOUNTERED TEMPORARY SHEETING 6"NYSDOT SPEC RCA ROPOSED 1:48 MAX I ` " y �.CF1AI1��IE`I FENCE AS PER O.S.H.A. NON-WOVEN GEOTEXTILE FABRIC 4-.I +.., r REQUIREMENTS RIP-RAP STONE TO MEET UNDER END WALL EDGE,STONE AND _ _ _ _ _ H.C.ACCESSIBLE �-- x PROPOSED GRADE SIDES-8oz. RAMP LANDING a x x x t t 64 ENGINEER: I-III—III—III—III—III—I 6'STABILIZED SOIL ' C w µ�ww��w� &NTWATER LINE EXCAVATION DETAIL PLAN VIEW SECTION I=� 1=1 =I �_� I=� I �' D Drl . BUS S DRAINAGE PIPE END SECTION FULL DEPTH ASPHALT PAVEMENT DETAIL �-� ' c�NCRTEPAVEMENT D) TfclAvrl-- i 4 T0P N.T.S. N.T.S. t5 w FUEL ISLAND PROPOSED 48"0 x—x---,"-------x-'-�-�-�-'-"-x - x ....._...x _ x_ x x_� __ . _ 6 CHA,INLINK FENCE 1^d/ CANOPY DRAINAGE MANHOLE x _ ":.c 0#262 ox x- -_ x x x _ _ . x x.�..._,_.x�_ x ._._. X...�....,�..�,x ... ,__..x ....x _ _ x _ _" _ - - -- ---- - E-- L. K. MCLEAN ASSOCIATES PROPANE _w , � OC ATES TANK I-STY, 1 ENGINEERING & SURVEYING, D.P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 CONC. WD, x-- - x .. x t21�C Tt.ETE CURB IIM=� , '8 6 STOCKADE FENCE �y� IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE STORAGE CONC. R. . TRf�I l' " , � DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY BUILDING ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 40'DIA. BUILDING ()NC. CON ELEC. TRd�''xSFOEtER ENGINEER IS ALTERED,THE ALTERING ARCHITECTS ENGINEER SHALL AFFIX TO SO'DIA, r�/n Py�(} CO R HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY P ON CONC. PAD HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC BLOCK RETAINING WALLS �� DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND �- SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A 3 1 0) T.. '6 PA:gJ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. UTILITY BLDG. MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE /J E SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 4, NATURAL GAS ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC GENERATOR ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. Fa ELE ! / ;NEL' EXISTING GRADE PROJECT: ASPHALT '�z 0' DARK BROWN LOAM ' ,r 1.0' ASPHALT PAVEMENT ,O `" PAVEMENT , TOWN OF S O UTH O LD BROWN SILT SUFFOLK COUNTY, NY 3.0' s 1 BROWN SILTY SAND Q BROWN FINE TO MEDIUM SAND x 00 � ' �` 9.0. — Southold Highway Storage 0 PALE BROWN FINE TO COARSE Barn Replacement SAND DIRT l ITE14r,jgCE G r�AGI r1 15.1' WATER IN PALE BROWN FINE M- TO COARSE SAND { 23.0' 275 PECONIC LANE j PECONIC, NY 11958 I � 1 TEST HOLE t_1NK'EFNCE�_ - ' <a .�- -• va " (NOT TO SCALE) 4,. cl�I ISSUES/REVISIONS Description L C No. Date R' '" x --." ;- --W-c caIACRET t t ASPHALT ISSUE FOR REVIEW 1 SEP. 2024 ATE" r PAVEMENT . DOB COMMENTS 2 )AN. 2025 rasp, M DOB / BID SET 3 02.27.25 ,A ,_-•....-..-"., i y ,;M,"� "` TRAILER ' '� sI'iE s R.EE�i=1 s.42 �, ( I ANIMAL SHELTER ••• -.,...,,,._ .y ,., BLOCK BLDG. 1-STY. c c 3 SAN. �, I A.�y:HALTPA°SEMI; ,"i" � f�I�?;=14,E>'� � z Q) I SEYIER ya r 1-STY. WD. n -,.,•..., E>r t>" )R. GAR. �(. t s NOT ) I ENTER O tad o ._ ....... ........ ........ _ „„ VACUUMS " a I 8 -�Y-A 6'1� 0 _ M I a x RIM ' i I POIwICE d 3 TIL BLOCK BLDG, 1-STY. L_.,,.,.......,„x x / IMPOUND x i O BLDG 8' YAPD <n u ANTENNA BLDG, RI1,-11,73 o CHA,ENLINY CONC. PAD a � � __. � £� FENCE ,�'. M WIT,".I A/C UNIT DOG PEEN AIC UNIT POLE SA,€"ELLETE E3ESe -- X , OL,,, _I BLDG, i DRAWING TITLE" U- BLDG, as 1 �( "OEE�ISP.AT)R 1114,0M)61 0 1 PAD w. I o ANTENNA ASPHALT PAVEMENT <T �, � � �� � PROPOSED SITE PLAN 0 _...� __. I x .. >+ OH rn UEM LIE,.¢-259 LIL#259 _ y LII.�;•,r,59 E li t SEAL & SIGNATUF -: Design By: JG E _ y Drawn By: JR/ AR � ° Approved By: M0 �r c F '� � oP Scale: AS NOTED �', Date: AUG. 2024 Ln' ' o SITE PLAN /' , y File No: 24096.000 N CC � I y 4 ' � Sheet No. o �+ 97 C-002 SiM FULL SIZED PLOT SIZE:24"x 36" Y 1 2 3 4 5 6 7 8 9 C 0 11 12 NOTE: 1. THE FINISHED ELEVATION OF THE NEW CONCRETE ` �¢ FLOOR SLAB SHOULD BE SET TO THE ELEVATION OF THE " , yyy EXISTING CONCRETE APRON 3 WHERE IT MEETS THE A-701 EXISTING SOUTHEAST GARAGE DOOR PROJECT , TYP. LOCATION s I I I I I I 2 1 .11„ 3_6„ -54' 17,_ 3,_ ,. 3,_ 1T-( „ A-701 3._ 3,_5,. 17.- ,. _ 3. 3'-6" 1'-11" t "' LDR `1�3"TYP. ` �— LDRA I - - - - - - - - - - - - - - - - -ice -- - - - - - - - - - - - - - - - - - - - - � — - - - - - - - - - - - - - - - - - - - - - - - _ I _o — - - - - -- - - - - - - - - - - - - - - — — — _— — — — — — — — — — — — — — — — — LOCATION MA P N.T.S.-"- - - - - - - - - - . +1'-0" T.O.W. EL- -0'-8' 0 � +v-0" T.O.W. EL- -0'-t, o. T.O.W. EL= -0'-8" . . 8" T.0.WL EL= -0'-8' mmi PROJECT DATA B I I I — — — -T— — -� I — — APPLICANT/OWNER: I COORDINATE-�ITH COORDINATE WITH DOOR WIDTH o I I OOR WIDTH %0 I I I I LINE OF FOOTING TAX MAP NUMBER: 1000-074.00-05.00-015.000 II TOTAL SITE AREA: T I ZONING: LINE OF FOUNDATION WALL USE: ENGINEER: 4"SPRINKLER MAIN I— ---C� - - - —I— - -i —I - - - - -r - I- - - - I? I I � i I I 8"0 HDPE PIPE I I 2 TYP. I I L. K. McLEAN ASSOCIATES • ENGINEERING & SURVEYING, D.P.C. E A-701 �� I I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 1 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY / I I ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ FzD I I ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A LDR LDR RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. co PROJECT: TOWN OF SOUTHOLD T.O. EL=+1'-0" T.O.W. EL= 1'-0" I I SUFFOLK COUNTY, NY I I H I I I- 1---�- - - - -T- - -rI - - - r - -I I �f-I T o I I 0 SEE DTL55, 6, AND 70N SHEET A-701 Southold Highway Storage o :o Barn Replacement I i I- -----T-T - - - -� - T - - - - I- - - -I T-I T I I 4 o I I 275 PECONIC LANE J I I I �r T� I �- — — T PECO N IC, NY 11958 I I I ISSUES/REVISIONS Description No. Date K LDR I I �T �- T -�- i �� LDR ISSUE FOR REVIEW 1 SEP. 2024 DOB COMMENTS 2 JAN. 2025 I I I I DOB / BID SET 3 02.27.25 NO C I- I I I I I I I I I CD F. Zo I I I I 0 CL a I N I I - - - - - - - - - - - - I I I �T- � TYP. � I T � I I I �� � 3 2 I I q I I A-7 11 o :o I I o I I I- �� - - - - -7I - - - - I- - - _ �I_ T.O.W. ELI= -0'-8" T.O.W. EL= -0'-8" T.O.W. EL= +1'-0" T.O.W. EL= -0'-8" T.O.W.I EL= +1'-0" T.O.W. EL= -0'-8" T.O.W. EL= -0'-8" I I DRAWING TITLE: Cn � '- - - - - - - - - - a � — — - - - - - - - - - - - - - - �� - - - — � '- - - - - - - - - - - - - — FOUNDATION PLAN Ln — — — — — — — — — — — — _ — — — — — — — ,— — — — — — — — — — — — — — — — — oo- — — — — — — — — — — — — — — — — — — — PIPE BOLLARD, TYP. LDR "' 1 1 1 1 -� LDR % SEAL & SIGNATUF� Design By: JG o ` O/ / ` O/ �/ �/ �/ , )1 Drawn By: JR/ AR It TO DRAINAGE STRUCTURE, TYP. o �� Scale: AS NOTED E Approve By: MCJ o `� �"�'� Date: AUG. 2024 p C� ".>u .. File No: 24096.000 N ko c Sheet No. o FOUNDATION PLAN , { Y � � , , 7 A- 100 a �,�st , FULL SIZED PLOT SIZE:24"x 36" 5 6 7 (8 cg,) J10) 'A& LEGEND O DOOR NUMBER -702 FOR DOOR SEE SHEET A TT SCHEDULE Et DETAILS ELECTRICAL DEVICES SEE ELECTRICAL DRAWINGS FOR 10 T-6" �.-5A 1 T-4 T-5,-"' 3'-5-,3" 17-6-21" 3%5�' 3'-q' .1 7'-q' T-6" 1 0it. ADDITIONAL INFORMATION 0 BOLLARDS SEE DETAIL 2 /A-701 FOR ADDITIONAL INFORMATION 2 TYP, 6%6" ADDITIONAL INFORMATION Ci CONTROL JOINT SEE DETAILS 5 It 7 / A-701 FOR 2 3 8"THICK CONCRETE APRON A,-701 PROPOSED FIRE UJI Ci Ci 9 DEPARTMENT A-701 WALL MOUNTED FIRE EXTINGUISHER, SEE b 0 CONNECTION, SEE PROJE T B D WALL BY PETCS RACE WALL BY PETdS d * A-702 FOR MOUNTING HEIGHTS; FINAL fi FE FIRE EXTINGUISHER SITE PLAN Et FIRE LOCATION LOCATION TO BE COORDINATED WITH 116, 0_�) / SPRINKLER DRAWINGS 0 Dl 1 ELECTRICAL DEVICES IN FIELD -0 )1 0 05 02 I IN� FOR ADDITIONAL 'Ty ' 9 0 Q03 . %:: / FORMATION(04 DUR R UUN FE LOCATION MAP co 3/4" PLYWOOD DECK N.T.S. WALL MOUNTED F EXTINGUISHER _ - ELEC RICAL PANEL. 1 F.A. PULL S�ATION TO BE La PROJECT DATA 2X4 RAFTERS W FE FIRE 16"O.C. SEE ECTRICAL LOCATE)AT EACH EXTERIOR DOOR, APPLICANT/OWNER: 9 DRAV�INGS FOR -7)EfOR MOVNi ING HEIGHTS ;0 Ci SEE A co ADDITIONAL R-38 UNPAGED INSULATION INFORMATION Et COORANATE FINXL LOCATION W/ EI..ECTRICAL 6EVICES IN FIELD 06 LE CHECK VALVE TAX MAP NUMBER: 1000-074.00- 05.00-015.000 1/2"PLYWOOD CEILING TOTAL SITE AREA: OVERHEAD DOOR 6:TRACK OVERHEAD DOOR Et TRACK AD DOOR&TRACK L OVERHEAD ZONING: Ij DRY FIRE SPRINKLER RISER ABOVE ABOVE ABOVE 7 1-1 USE: ENGINEER: 8"CONCRETE SLAB ON GRADE 2X6 16"O.C. NSULATED R-21 INSULATION 6 FI E SPRINKLER C.1 ROOM I A 2 HOUR WALL ASSEMBLY OE -------T —F— I— SEE A-511 L. K. McLEAN ASSOCIATES FOR ADDITIONAL INFORMATION 6 ENGINEERING & SURVEYING, D.P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY H S/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC INSULATED 7- FIRE SPRINKLER DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND ROOM SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE GENERAL PLAN NOTES: 2 HOUR WALL 3/4" PLY WOOD, %0 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY TYPICAL ALL SIDES ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC 1. PROPOSED BUILDING IS A PRE-ENGINEERED POST FRAME BUIL ING (MORTN OR APPROVED EQUAL). L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. -SHA -BE-COORDINATEDVITH-APPROVED-P FRAMIN —1 7 2. ALL PIMENSIONS tt DOUBLE CHECK VALVE PROJECT: BUIL ING MANUFACTURER'S SHOP DRAWINGS AND CAN VARY BASED ON WALL SEE SPRINKLER DRAWINGS CON TRUCTION. 2X8 ACQ SPLASH BOARD SET IN TOWN OF SOUTHOLD PRECOMPRESSED"ULTRA SEAL" SUFFOLK COUNTY, NY TOP OF WALL T-10" 4 CONNECTION OF WOOD POST TO FOUNDATION 9 ?n 1"CLEA3 12 INCH GALV STEEL COLUMN SOCKET ANCHOR SPACE a, 10 Ac T.O. FINISHED CONC. SLAB/GRADE 9 Southold Highway Storage APPROX. LOCATION OF GRADE bo 4 Barn Replacement SLOPE-> SLOPE PER V-0"MIN. M/ 4 PROVIDE 1"CLEAR SPACE FROM FINISH FACE OF CONCRETE TO PLYWOOD-b- 1/2"COMPRESSIBLE FILLER 9H 7-4 _1��l 1=1 I i 1= I B I El I F 1=1 I I— b PECONIC, NY 11958 R-10 RIGID INSULATION %0 W1 I L1 FF_ 41 �EIILI r_,_1 jT 111d H— I�i =1L1 rF111 I _1 I =11L,I IL 1 4 It 4 EXTEND 24 INCHES BEYOND - ENCLOSURE AND DOWN FOUNDATION WALL TO TOP OF ISSUES/REVISIONS FOOTING. 'CJ' - CONTROL Description No. Date JOINTS, SEE DETAILS ISSUE FOR REVIEW 1 SEP. 2024 5 8:7 ON A-701 FOR < ADDITIONAL DOB COMMENTS 2 )AN. 2025 INFORMATION 4— DOB BID SET 3 02.27.25 F SPRINKLER ROOM SECTION Ci . 1 _0r. F o 8"CONCRETE SLAB ON GRADE I— __F_T b OVERHEAD DOOR Et TRACK OVERHEAD DOOR I TRACK OVERHEAD DOOR 8t TRACK I F_ 0- - - .7 ;0 ABOVE ABOVE ABOVE_O_ 0% ±V-22" EXTERIOR INTERIOR 99 2 P tz CIN EXTERIOR METAL PANEL __j _F -4- 0 U 2X4 G I RTS W 3" LAMINATED 3/2X8 9 CF:E C OI 00 Ln (:FDE DRAWING TITLE: M COLUMN TYP. ILL 66 inq 44. Im 11, 6L:� -_ A to 90- 09 10 0 LINE OF CONC. 08 FLOOR PLAN FOUNDATION 07 Cj ` j ` j ` j ` j 11 a. WALL(BELOW) ' 0'T-O' 2'-6' 164 ::E 8'.6" 16-0" 8'.6" 164 -6" 2'.6" '-6" TO" 2' SEAL &SIGNATUP17- Design By: JG 9 E - I TI 0 CN Drawn By: JR AR Ci Ci ,.1- 0 CONC. WALL BRACED WALL BY PETCS 8"THICK CONCRETE APRON Approved By: M0 BELOW BRACED WALL BY PETCS F Scale: AS NOTED 0 C_� AUG. 2024 Date: In 0 r,j C) File No: 24096.000 0 C� N ko Sheet No. M TYPICAL WALL SECTION 0 FLOOR PLAN T ELE 1 bE SEE E� ff""q 9111"MM M,"A 7 rq SCALE: 1" V-13" SCALE: 3/16" 11-01, S. A- 101 CL FULL SIZED PLOT SIZE:24"x 36" 00 1 2 3 4 5 6 7 8 �q 10) 11 12 1 Ap 85'-0" PROJECT LOCATION 083', 3'-6- !'-54" T-5 4 1 ' [ 3%51�' T-6" .......................... LDR #LDR c) t .... .... . ..... LOCATION MAP �� ;-4 I I r � J. N.T.SI II ;:. I Ln PR03ECT DATA L APPLICANT/OWNER; —17. T-O"I 15'.0"1I a ■ RIDGE VE T BY TAX MAP NUMBER: 1ETC1 1000-074.00-05.00-015.000 MANUFA TURER TOTAL SITE AREA: ----77--F-------T. ZONING: IIJ USE: b I I I I ENGINEER: I II CUPOLLAIANDi STANDING SEAM METAL ROOF I I EXHAUST FAN; NAIL PURLINS TO TRUSS W/ (1)60D R.S. NAIL DUCTSHAFTTO 9 #9x1"S.S.I.D. SCREWS W/ WASHER USED TO CEILING ASSEMBLY L. K. MCLEAN ASSOCIATES STITCH LAP RIBS BETWEEN THE PURLINS I I BELOW ENGINEERING & SURVEYING, D.P.C. #9x2"S.S.I.D. SCREWS W/WASHER .... .. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 ----------- T IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE INTO PURLIN AT EACH HI-RIB FLUOROFLEX 1000 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY HI-RIB STEEL ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY %0 HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A 2x4 NAILER 16"O.C. LDR� LDR RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. 3 LAYERS OF 5/8"TYPE X GYPSUM F -—(I - — -) - —() — MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE ROOF PURLINS T SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 2x4 DROPPED PURLINS SEE DETAIL 2 SHEET A-700 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC TRUSS v L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. IIII 2 HR ASSEMBLY PER NYSBC TABLE 722.2.1 .4 (2) I i PROJECT: S.: TOWN OF SOUTHOLD SUFFOLK COUNTY, NY NAIL PURLINS TO TRUSS W/ (1)60D R.S. NAIL SNOW GUARDS, #9x1"S.S.I.D. SCREWS W/ WASHER USED TO 3 ROWS EACH SIDE TYP. STITCH LAP RIBS BETWEEN THE PURLINS S.S.I.D. SCREWS W/ WASHER 7 INTO PURLIN AT EACH HI-RIB FLUOROFLEX 1000 0 HI-RIB STEEL o b SLOPE 3/12 SLOPE 3/1 Southold Highway Storag e : 2R %. < 0 Barn Replacement I,- 2x4 PURLINS T TRUSS 5"K-GUTTERS — J, 9 275 PECONIC LANE . ............................... .. ......................................... . ................. Dj PECONIC, NY 11958 #9x1 S.S.I.D. SCREWS W/ WASHERS INTO PURLINS CONTINUOUS R-3q BAIT 1 ,,, I b INSULATION OF CEILING 0 0 0 0 CoTYPICAL 0 0 UJI ISSUES/REVISIONS Description No. Date FIRST SCREW IN THE FLAT AT . .......... THE TOP AND BOTTOM PURLINS ISSUE FOR REVIEW 1 SEP. 2024 W/#9x1"S.S.I.D. SCREWS LDR LDR DOB COMMENTS 2 JAN. 2025 1 12 13 9 DOB BID SET 3 02.27.25 0 ? ? 6 SCREW LAP RIB FIRST. THEN —-------------------I............T- THE OTHER TWO RIBS, USE OL -1— — — T-7:7,g:. #9x2"S.S.I.D. SCREWS TOP CHORD OF TRUSS kl: b X-- f14 a I I I I I I I I I - I ,. , 0 DN6 C? c: 0 U (Ij 01 (6D 2X6 DIAGONAL BRACE DRAWING TITLE: U- EXTEND TO FIRST TRUSS Lnj�2 FROM ENDWALL Ln 0 ROOF PLAN u I I I I � I I 0 0 ? 0 y y .21 1 1 R Design By: JG E a: SEAL & SIGNATUF�-: fu :2 #9x1"S.S.I.D. SCREWS W/ —Drawn By: JR/AR fu ? 3: U) 0 WASHERS USED TO STITCH THE Approved By: mci LAP RIBS BE7WEEN THE PURLINS 0 Scale: AS NOTED V) EXTEND PURLINS TO Date: AUG. 2024 Ln C:)r.j c� RAKE BOARD TYPICAL. 0 File No: 24096.000 Sheet No. TT L I J-1 - V 0 2 S CH�ED R�OOF�ST�IEL�A-IT�AC�HME�NT�DET�AIL�... ROOF PI-AN T.S. 97 STITCHED SCALE: 3/16" 1-4- A- 102 S1 FULL SIZED PLOT SIZE:24"x 36" 1 2 3 4 5 6 7 8 9 ) 10) 11 12) 13 14� /rel' Megy 9. db, xh/, ' ✓, PROJECT ✓� " - S LOCATION O WP- WP-1 - WP- - — - — - -- LEGEND a v LOCATION M A P N.T.S. CEILING INTAKE LOUVER/ BACK PROJECT DATA OP=RABLE LOUVER DRAFT DAMPER — — — — — — — - — — APPLICANT/OWNER: LF1 LF1 LF1 LF1 � ACCESS HATCH ATTIC ACCESS HATCH BY BILCO METAL CEILING MOUNTED ;x , OR APPROVED EQUAL I . ON BOTTOM OF TRUSS I ,� TAX MAP NUMBER: 1000-074.00-05.00-015.000 — — — — TOTAL SITE AREA: X t- GENERAL RCP NOTES: I y . �✓:" ZONING: �', ✓x,;. . LINE OF SOFFIT OVERHEAD DOOR Et TRACK OVERHEAD DOOR 8 RACK USE: - -��>;�.,� OVERHEAD DOOR Et TRACK - 1. PROPOSED BUILDING 15 A PRE-ENGINEERED POST FRAME BUILDING (MORTON OR APPROVED EQUAL). ENGINEER: 2. ALL DIMENSIONS SHALL BE COORDINATED WITH APPROVED POST FRAMING �" ''' BUILDING MANUFACTURER'S SHOP DRAWINGS AND CAN VARY BASED ON y .k ���_ J ` WALL CONSTRUCTION. 3. COORDINATE WI PROPOSED INTERIOR It EXTERIOR LIGHT FIXTURES y 8'-0"PLYWOOD CEILING INCLUDING EMERGENCY EXIT LIGHTS -SEE E-102 &ASSOCIATED ELECTRICAL ;y'r., DRAWINGS FOR LAYOUT Et ADDITIONAL INFORMATION. ° >r' 3. COORDINATE W! PROPOSED FIRE SPRINKLERS- SEE FIRE SPRINKLER DRAWINGS FOR LAYOUT Et ADDITIONAL INFORMATION. LF1 �14" LF1 LF1 LF1 L.^K. McLEAN ASSOCIATES ENGINEERING & SURVEYING, D.P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE I DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ' > ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ✓> ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC xf� DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. {� McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ©L.K. McLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. r PROJECT: L6 LF1 jLF1 F1 TOWN OF SOUTHOLD l� ✓� SUFFOLK COUNTY, NY -- 7— CEILING PURLIN SEE DETAIL 9/A-701 r r ✓ r X: .f Southold Highway Storage —� Barn Replacement G - - -1- __� --r _ u [LF1 LF1 LF1 4F1 275 PECONIC LANE Y, PECONIC, NY 11958 B.O.CHORD TRUSS, TYP. j y ISSUES/REVISIONS Description •I — -:� — No. Date ISSUE FOR REVIEW 1 SEP. 2024 DOB COMMENTS 2 JAN. 2025 SECONDARY 2X6y,y FRAMING, TYP. DOB / BID SET 3 02.27.25 LF1 LF1 LF1 1 l' LF1 T;. 3 OVERHEAD DOOR 8 TRACK OVERHEAD DOOR It TRACK / _ DVERHEADDOORa-TRAC 0 THERMOSTAT, SEE - p1 ELECTRICAL I I If v DRAWINGS FOR K ADDITIONAL " u INFORMATION LF1 LF1 ; >y. LF1 F1 1 1 1 1 „X DRAWING TITLE: LL '✓S �' , .. REFLECTED CEILING 3 / n 1 . - - _ - . - . - - .- -- - �.. 11 - - - - ---- - - - -- - - - - - - - . - - - • - PLAN - . - V WP- WP 1 I WP-1 WP-1 WP �a 3 REINFORCED DOOR SEAL &SIGNATUF Design By: ]G M o HEADER BY PETCS I':: Drawn By: JR/AR It c Approved By: MCI o I Scale: AS NOTED Date: AUG. 2024 Lr) O 0 0 File No: 24096.000 N ,..f1 Sheet No. N REFLECTED CEILING PLAN 97 _ E a 1 SCALE: 3/16" = 1'-0" ssEc�,ti A 400 FULL SIZED PLOT SIZE:24"x 36" k Pla¢ Al METAL CLADDING NOTES COLOR SCHEDULE �A ELEVATION KEY NOTES: `'' e k ROOF: ROOF r ; STANDING SEAM METAL ROOF SYSTEM HIRIB STEEL EVERGREEN O WITH CONTINUOUS RIDGE VENT / .P HI-RIB STEEL MINIMUM GAUGE 0.019 (FLOUROFLEX 1000) FASTENED WITH s STAINLESS STEEL SCREWS AND RUBBER WASHERS. TWO PIECE FULL LENGTH VENT A RIDGE EVERGREEN 3 ROWS OF CONTINUOUS PETCS RIDGE VENT. SOFFIT EVERGREEN O STANDARD SNOW GUARDS PRO]ECN y LOCATION SIX CONTINUOUS ROWS OF PETCS STANDARD SNOW GUARDS. THREE ROWS GABLE TRIM EVERGREEN O3 5"ALUMINUM K-STYLE GUTTERS "., THREENORTH SIDE ROWS SOUTH SIDE. FASCIA EVERGREEN 3"X4"DOWNSPOUT WITH CAST IRON s. I ELBOWS AT BASE 4 / : 3'-6"X 3'-6"SQUARE FUNCTIONAL CUPOLAS; INCLUDES 4220 CFM FAN WITH 12'-0" GUTTERS EVERGREEN HIGH DUCT LINING 14"CEILING SHUTTER, LI 1400 CEILING AIR INTAKE. CEILING WHITE EXTERIOR METAL PANEL FLUOROFLEX 1000 INLCUDE 2'-6"WEATHERVANE. O5 HI-RIB STEEL MIN. 0.019 OR APPROVED EQUAL '' SIDE AND END WALLS FASTENED WITH S.S. SCREWS ON 2X4 GIRTS SOFFIT OVERHANGS: HIRIB STEEL IVORY EXTERIOR METAL WAINSCOT FLUOROFLEX 1000 . LOCATION M A P NORTH AND SOUTH WALLS 2'-O"WIDE VENTED SIDEWALL OVERHANG WITH 6" CORNER TRIM IVORY HI-RIB STEEL MIN. 0.019 OR APPROVED EQUAL STANDARD FASCIA. O6 FASTENED WITH S.S. SCREWS ON 2X4 GIRTS N.T.S. BASE TRIM IVORY W/ HORIZONTAL METAL TRIM TRANSITION EAST AND WEST GABLE WALLS, 2'-0"WIDE NON-VENTED ENDWALL OVERHANG DOWN SPOUTS IVORY STRIP @ t4'-O"A.F.F. BY PETCS PROJECT DATA WITH STANDARD 6" FASCIA. WAINSCOT 6"0 CONCRETE FILLED STEEL BOLLARDS AT APPLICANT/OWNER: O SIDING: HIRIB STEEL IVORY ALL OVERHEAD DOORS (TYP.) 90 LINEAR FEET HALF PANEL'SKYBELT BY CORNER TRIM IVORY 8 PETCS, INCLUDE SILL FLASHING - SEE'SKYBELT' TAX MAP NUMBER: STANDARD SOUTH, NORTH, EAST AND WEST WALLS FLUOROFLEX 1000 HI-RIB DETAILS ON A-700.00 1000-074.00 -05.00 -015.000 STEEL MINIMUM GAUGE 0.019 FASTENED WITH STAINLESS STEEL SCREWS AND BASE TRIM IVORY RUBBER WASHERS. LOWER DOWN SPOUTS IVORY O INSULATED OVERHEAD DOOR TOTAL SITE AREA: WAINSCOT: OVER HEAD DOORS ZONING:10 'z'FLASHING USE: STANDARD SOUTH, NORTH, EAST AND WEST WALLS, 3'-O"TALL TRIM IVORY FLUOROFLEX 1000 HI-RIB STEEL MINIMUM GAUGE 0.019 FASTENED WITH DOOR PANEL WHITE 11 EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL ENGINEER: STAINLESS STEEL SCREWS AND RUBBER WASHERS. DRAWINGS FOR ADDITIONAL INFORMATION CUPOLA T-6"X T-6"SQUARE FUNCTIONAL CUPOLAS; GUTTERS AND LEADERS: ROOF EVERGREEN INCLUDES 4220 CFM FAN WITH 12'-0" HIGH SIDES IVORY 12 DUCT LINING 14"CEILING SHUTTER, LI 1400 5 INCH K-STYLE GUTTERS AND 3"X4" DOWNSPOUTS. CEILING AIR INTAKE, INLCUDE 2'-6" BASE EVERGREEN WEATHERVANE. CAST IRON LEADER BOOTS TO DRAINAGE STRUCTURE. WALK DOORS L. K. McLEAN ASSOCIATES PANEL ASSEMBLY WHITE ENGINEERING & SURVEYING, D.P.C. TRIM IVORY CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND T.O. COUPOLA f33'-11 T.Q. COUPOLA 91'-01, SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. t -11 McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 12 `v 12 12 12 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY V ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ( L K (S) I �1,) (G) F E, (D C (B) �O ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. T.O. ROOF 27-8" 1 �) 3 n 6 7 9 10 11, 1 z 13 14 ,�T.O. ROOF 27-8" PROJECT: 11 3 12 1 2 TOWN OF SOUTHOLD MAX iiH 10 I I I I I I za_ .. SUFFOLK COUNTY, NY t ,.EAVE HEIGHT 16-7 .. ... ,.EAVE HEIG77 HT t,; �'WP1 w'WP1 ... .. In r r., h.,,:' r,,.. r .v.. .... ..r. .. .. � , .,.. .,,�:�, ... ,v. ads .;.�, .�' € 11 co 00 sm'. £,. r .. .. Southold Highway Storage ` fId ;ipv : : 2 HR i.' I g 5 , am Replacement t, F I ( 08 ) 09 10 77777� I I I , I ; + _ 07 11 - ,.TOP OF WALL ,STOP OF WALL+1'-0" rs o �Q rh i:. i FINISHED FLOOR 0-0 ,.-:-��>. .•=.. -,...,, ;_;;.- � - ,.., -�::.... .:, - -._,_. ._..�► __ � .�. .� . . . -_ �, ,r,FINISHED FLOOR 0 0 _ ,.TOP OF WALL 0'-8"� I - - - - - - - - - - - -r - - - -�-- FT - - - - - - - - - � — — � I- - - - - - - - - -� � — I ,�TOPOF WALL-0' 8"/— :- 275 PECONIC LANE - '- " _ _ _ � _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PECONIC, NY 11958 B.O. FOOTING - - - - - - - - - - - — � — — _ _ - - - _ - - s►B.O. FOOTING 3 6 — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -4'-C"MAX. — — — — — 81'-0" 90.-0" ISSUES/REVISIONS 4 WEST ELEVATION 3 SOUTH ELEVATION Description No. Date SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" ISSUE FOR REVIEW 1 SEP. 2024 DOB COMMENTS 2 JAN. 2025 DOB / BID SET 3 02.27.25 2 A-511 AT.O: COUPOLA t33'-11 T,p. COUPOLA 91'-0" i3T-11 12 12 12 12 T.O, ROOF 2T-8' (14 (13� �21 1) �O n B. C D E, F G) (H) I J) n L, (M) IoT.O ROOF 27'-8" Cn 3 v 12 1 0 11 3 2 e ► a to 0 a 3 EIGHT 16' oEAV- AEAVE HEIGHT 16'-7" {; - g gWPt ;�L�R CLRCLR CLR CLR CLRe �WP1 �, CL CLR CLR CLR CLR CLR ' '"' � oo I 1 ( 11 i` N 2 HR N I I I I I I I I I I i I I 7 ^ i` v DRAWING TITLE: Io .o 5 :o u. � gwPz � N FIRE DEPARTMENT 6 c CONNECTION 02 03 04 6 0, + ._ .. 05 I , EXTERIOR ELEVATIONS TOP OF WALL ,►TOP OF WALL AFINISHED FLOOR 0' T 0" FINIS ." 3 ,. HED FLOOR 0-0 — — ,.TOP OF WALL-0 8 I 7 1� 7 1� 7 7 I — — — — — — — — �— — — — I ,.TOP OF WALL-0' 8"� SEAL & SIGNATUF �: Design By: JG � -CI - - — — — — — — — — — — — - - - - - - - - - — — - - - - - - - - - - - - 0 G - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - — — — — — — — — — - - - !( Drawn By: JR/ AR M o AB.O.FOOTING — - - - - - - - - - — — - - - - - - - - - — — - - - - - - - - - - - - bB.0, EC TIN -3-6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + - - - � - - - - - - J -4'-0"MAX 81'-0" T — — — — — — i Approved By: MCJ 90' 0" �pal �= Scale: AS NOTED Date: AUG. 2024 rs N � EAST ��LlVATION � � ) � � * File No: 24096.000 C' 0 SCALE: 1/8 " Sheet No. ,-, L N £ 97 � A-500 a �� SSitlt"� FULL SIZED PLOT SIZE:24"x 36" .1, ."A � .i Rsf y.,aaalkg�y f , 14 11 s s „<. . f 10, METAL ROOF POST ONE LAYER SELF SEALING UNDERLAYMENT r I Y-0�� i a 3RD LAYER TYPE-X 5/8"FIBERGLASS MAT FIRST LAYER FIRE RATED PLYWOOD PANEL GYPSUM BOARD. PRO]ECT V %f 23/32"THICK WITH FR COATING BOTH SIDES FIRSTAND SECOND LAYERS 5/8"TYP-X GYPSUM LOCATION ' 4pr I ` MEETING ICC-ESR-1365 AND ICC AC264. BOARD I ^°w } ONE LAYER TYPE 5/8" FIBERGLASS MAT I i i i I j GYPSUM BOARD. on AT PEMB POST �I _ • LOCATION MAP Qj AI ram'' • ^� I I � I I I I I II N.T.S. 1 y I 01 p EXTERIOR G DE 6,11 S TIMBER SCREW, 12 INCHES O.C. I i I if PROJECT DATA L 11 II ROOF ASSEMBLY: 3-LAYERS OF 5/8"TYPE-X fl-1 - -- -- GYPSUM BOARD, RATED AT 40 MIN EACH. TOTAL i - i`i APPLICANT/OWNER: J GE / 2X4 16"0 C SIMPSON C LUS24 -` ASSEMBLY= 120 MINUTES PER TABLE 722.2.1.4 1 E 0 L NN U PE NG T US i i i l i' TAX MAP NUMBER: 1000-074.00-05.00-015.000 :f N UMAE E T EA T IN �S1 M 11 I I I END WALL RAFTER E8 /U 14� . 1 I I I I I I , I I TOTAL SITE AREA: ZONING: <<{ WALL ASSEMBLY;TO MEET UL V337. USE: I ENGINEER: II HOUR RATED WALL / ROOF INTERSECTION L. K. McLEAN ASSOCIATES 4 SCALE: 1" = 1'-0" ENGINEERING & SURVEYING, D.P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 2X4 PLRLIN 24"O.C. VERT; 12"O.C. CORNER DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ZONES ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO FIST AND SECOND LAYERS TYPE X 5/8"GYPSUM 2X4 NAILER HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC BOARD DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A B-LABEL SELF CLOSING/LATCHING DOOR AND RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. FRAMEASSEMBLY McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 2X4 GIRT 24 INCHES O.C. SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY -- ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC _ _= ©L.K. McLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. _ - _ PETCS METAL PANEL :'' *I rit PROJECT: -f. �f I� 2X6 16"O.C. ? ........* TOWN OF SOUTHOLD SUFFOLK COUNTY, NY T-6" TYVEC UNDERLAYMENT OR APPROVED EQUAL STAGGER JOINTS ON EACH SIDE OF THE WALL SO THEY DO NDT OCCUR ON THE SAME STUD ' SOLID BLOCKING WHERE REQUIRED PER ULO.C. Southold Highway Storage ASSEMBLY EXTERIOR Barn Replacement 6"MINERAL WOOL BATT INSULATION 275 PECONIC LANE INTERIOR EXTERIOR 2 HOUR FIRE RESISTIVE WALL ASSEMBLY MEETING INTERIOR PECONIC, NY LANE UL V337 3 1958 3 2 HOUR RATED RAKE WALL SECTION ISSUES/REVISIONS A-511 SCALE: 1" = 1'-0" Description No. Date ISSUE FOR REVIEW 1 SEP. 2024 X DOB COMMENTS 2 JAN. 2025 DOB / BID SET 3 02.27.25. � 2X8 ACQ SPLASH BOARD SET IN PRECOMPRESSED"ULTRA SEAL" TOP OF WALL EL=+ V-0" CONNECTION OF WOOD POST TO FOUNDATION 4 12 INCH GALV STEEL COLUMN SOCKET ANCHOR A-511 Q3 �6 T.O. FINISHED CONC. SLAB/GRADE — EL=+0'-0" Cn ° APPROX. LOCATION OF GRADE a Q SLOPE SLOPE @%8'PER 1'-0"MIN. ( I CEIL AKE LOUVER/ B D FT DAMPER CD ,HEAVE HEIGHT 16'-7" oo�oo� ° _ CEILING HEIGHT 3 III I � ,c ° ACTIVE EXHAUST a ° AIR FLOW ° a ° - ^`,O Exl ��- �___--'1 Lam= © f Exl DRAWING TITLE: a � Lul I � � ru 3 Iil a a A-511 � 02 ° 04 BUILDING SECTIONS �o 3. ° ° °. a TOP OF WALL+V-0" 01 05 I � E _ a L, DOOR TRACK MOUNTED DOOR TRACK MOUNTED DOOR TRACK MOUNTED SEAL &SIGNATUF f-: Design By: JG ° FINISHED FLOOR 0'-0" PHOTOELECTRIC SENSOR PHOTOELECTRIC SENSOR PHOTOELECTRIC SENSOR l Drawn By: JR/ AR Y ' -- Approved By: MCJ o AT UL-V377 WALL ,tTOP OF WALL-0'-8" DOOR PANEL RUBBER SENSING EDGE DOOR PANEL RUB ER SENSING EDGE DOOR PANEL RUBBER SENSING EDGE Scale:Scale: AS NOTED '/'fi Date: AUG. 2024 N o B.O. FOOTING -4'-0"MAX. L J L -J L L J L ;, >rr File No: 24096.000 N � Y I} c>r Sheet No. N p 2 HOUR RATED RAKE WALL SECTION BUILDING SECTION 97 L 2 a . � a SCALE: 1" = 1'-0" 1 SCALE: 3/16" = 1'-0" � F it` .f` A- 511 FULL SIZED PLOT SIZE:24"x 36" 8'WIDE (ZONE 2 Et 3) 4011 A.S. A.S. A.S. A.S. A.S. A.S. A.S. (1, 34 ID A.S. A.S. 85-0" A.S. PROJECT A.S. LOCATIO 8'WIDE A.S. (ZONE 2 6t 3) A— A.S. b A.S. ��AREX T\ A.S. 2X4 PURLINS AT 20"O.C. A.S. A.S. C \3 A.S. A.S. sl1w C_ H. -H— A.S. DER A.S. 8'WIDE A.S. D_ LOCATION MAP (ZONE 2 a 3) A.S. N.T.S. E— A.S. A.S. PROJECT DATA A.S. A.S. APPLICANT/OWNER: G _77 TAX AP NUMBER: 1000-074.00-05.00-015.000 H— SLOPE 37TT- 9 9 TOTAL SITE AREA: g CY, ZONING, 2X4 PURLINS AT 20"O.C. or -Toks USE: XV ENGINEER: K— - -7 URI., 'B' PURLIN LAYOUT A' REA-0 I -OUT- 8'WIDE L1__ -I t H t t (ZONE 2 Et 3) A.S. M_ - A.S. A.S. A.S. L. K. McLEAN ASSOCIATES ENGINEERING & SURVEYING, D.P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 0- IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE b LEGEND JDIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY REA\O ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ A.S. ENGINEER IS ALTERED,THE ALTERING ARCHITEC_R ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY INDICATES PURLINS TO BE FASTENED WITH HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC HEADLOIK.19"X 6.0" FLATHEAD LAG SCREW, DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND ALL OTHER PURLINS TO BE FASTENED WITH 60d R.S. NAIL SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. PURLINLAYOUT DIAGRAM L McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE PURLIN L.AYOUT '13' SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC PURLIN LAYOUT ©L.K. McLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. N.T.S. PROJECT: 12 TRUSS SPACING 64'O.C. TOWN OF SOUTHOLD 3 LIVE LOAD 25 PSF DEAD LOAD 15 PSF SUFFOLK COUNTY, NY CEILING LOAD 10 PSF TOTAL LOAD 50 PSF Southold Highway Storage Barn Replacement Li 801-91, 275 PECONIC LANE CUSTOM 81 ' S.C. TRUSS PECONIC, NY 11958 N.T.S. ISSUES/REVISIONS CUPOLA BY PETCS MANUFACTURER Description No. Date VENTED RIDGE ISSUE FOR REVIEW 1 SEP. 2024 INSULATED SIP PANEL DUCT RISER DOB COMMENTS . 2 JAN. 2025 EXHAUST FAN/TEMPERATURE STAT DOB BID SET 3 02.27.25 13 BACK DRAFT DAMPER O.H. DOOR NOTE: SURFACE MOUNTED LED LIGHT A-701 1. ALL OVERHEAD DOOR Et ASSOCIATED CONTROL FIXTURE, TYP., INCLUDES Et SAFETY BY O.H. DOOR CONTRACTOR; BATTERY BACK UP r4 2. LINE VOLTAGE BY ELECTRICAL PRIME EMERGENCY LIGHTING 12 CONTRACTOR 3. SEE ADDITIONAL NOTES 8t DOOR SCHEDULE ON 12 R-30 BATT INSULATION AND A-702 A-701 CONTINUOUS POLYETHYLENE VAPOR BARRIER Cn VENTED SOFFIT 3: CEIL KE LOUVER/ D FT DAMPER fa HEAVE HEIGHT 16'-T' WM I A Ii AMMM :NCEILING HEIGHT Y 0 36"H 'SKYBELT PANELS, INCLUDE SILL FLASHING BY PETCS 9 WALL MOUNTED FIRE A-701 ACTIVE 54YHAUST EXTINGUISHER a FIRE 0 AIR F OW ALARM PULL STATION REINFORCED DOOR HEADER LOCATED AT ALL EXTERIOR BY PETCS 13 DOORS, SEE A-702 FOR SEE E-102 MOUNTING HEIGHTS; EXI� DRAWING TITLE: fu F COORDINATE FINAL U_ 2 LOCATION W/ ELECTRICAL A i DEVICES IN FIELD 3 A-701 fu BUILDING SECTION Et I- METAL FLASHING SKYBELT:36"H IMPACT RESISTANT SEMI-OPAQUE 0 Ln (BELOW) CORRUGATED PANEL OR APPROVED LEADER TO CONCRETE EQUAL. INCLUDE SILL FLASHINGS BY GUTTER >_ DETAILS fa / . A � 01- PETCS TOP OF WALL+1'-0" rn 2X BLOCKING AS REQUIRED DOOR TRACK MOUNTED DOOR TRACK MOUNTED DOOR TRACK MOUNTED SEAL & SIGNATUF ` Design By: JG x V PHOTOELECTRIC SENSOR E ,`FINISHED FLOOR 0-4- PHOTOELECTRIC SENSOR PHOTOELECTRIC SENSOR F Drawn By: JR AR Ln 0 1 A i 1 A 15: :5 TOP OF WALL-0'-8" 1 Approved By: MC3 �4 =3 DOOR PANEL RUBBER SENSING EDGE DOOR PANEL RUB ER SENSING EDT DOOR PANEL RUBBER SENSING EDGE 0 Scale: AS NOTED I ( 15� U) LAMINATED 3/2X8 COLUMN TYP. 8"THK REINFORCED Date: AUG. 2024 Ln 0 j G 4-0"MAX. CONCRETE SLAB r-4 0 .(*B.O. FOOTING L _J L __1 L _J L -1 L —1 File No: 24096.000 0 C� 15A 4 to k Sheet No. SKYBELT JAMB & MULLION DETAILS 0 W2 - _T vd R1 SCALE: NOT TO SCALE SECTION ��597 SCALE: c A-700 A . 3/?�- 1�-O- sl FULL SIZED PLOT SIZE:24"x 36" 24"0 MANHOLE FRAME&COVER ADJUST BRICK TO GRADE WITH N.J. SHALE RED BRICK&MORTAR MIN. (RIM EL. =XXX) 24„ ( OF TWO COURSES&MAX.OF 15") ALUM. ROOF LEADER p 8"0 HDPE THREADED OPENING 2%&VAR. REFER TO ARCH. PLANS CLEANOUT FITTING ( ) ALUM. ROOF LEADER 2X4 PURLIN �7•• °b&`"' ``. °% �"`� �'� CAST IRON LEADER BOOT (REFER TO ARCH. PLANS) BY PRIEMONT(OE APPROVED EQUAL) CAST IRON LEADER BOOT 6" DEEP N ..... ........ 6"0 I.D. HDPE BY PIEDMONT OR APPROVED EQUAL - -_:::--_.-::::::.::::.- HEADLOCK.19"X6.0" •`""�� " ° � CRUSHED STONE PRECAST CLASS"A" .... :. FLATHEAD LAG SCREW SMOOTH INTERIOR 6 PVC DRAIN PIPE,WITH ELBOW COMPACTED 18 u l 18 CONCRETE RING DRAIN PIPE&FITTINGS TO ALLOW SURFACE RUNOFF ::::::: :: :_: (ICC-ES REPORT ESR-1078) SUBGRADE (4000 PSI,TYPE II CEMENT) ::: C ........... AT EXTERIOR ZONES Uy. K 2%&VAR. RESTORE ✓ 0 (SEE GRADING PLAN) NEW LAWN GRADE WITH PROJECT 20 GA. GALVANIZED \ 8"0 I.D. HDPE ?\ :-:: LOCATION ..: PURLIN CONNECTOR ay SMOOTH INTERIOR184 24" $ /"� ® TOP CHORD DRAIN PIPE&FITTINGS TRUSS IN COLUMN SADDLE PENIN of TRUSS (ASTM F 2306) 8"0(I.D.)SMOOTH INTERIOR HDPE DRAINAGE PIPE 8 0 I.D. SMOOTH INTERIOR HDPE DRAINAGE F10 (SEE PLAN FOR SLOPE& LAMINATED COLUMN PIPE ASTM F 2306 6 X 6-W4 X W4 INVERT ELEVATIONS) EXISTING CONCRETE GUTTER ( ) VAR. ASSEMBLY (1)#9X1"HWH SCREWS ON PEAK SIDE AND J (SEE PLAN FOR SLOPE& WELDED WIRE MESH INVERT ELEVATIONS) SECTION TOP&BOTTOM PLAN (SEE (2)#9X1"HWH SCREWS ON EAVE SIDE IN HOLES SHOWN. PLAN) (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) LOCATION M A P PROPOSED ROOF DRAIN AND CLEANOUT DETAILS LEADER TO EXIST CONCRETE GUTTER TYPICAL TRUSS COLUMN SADDLE 2X4 BUTTED PURLIN DETAIL AT ROOF N.T.S. 1 �A SCALE: NOT TO SCALE 1 SCALE: NOT TO SCALE 1 SCALE: NOT TO SCALE 1 3 SCALE: NOT TO SCALE INSULATION STDP PROJECT DATA APPLICANT/OWNER: (2) 20d R.S. NAILS IN CUSTOM S.C. TRUSS CUSTOM WOOD TRUSS OVERHANG FRAME (2X12 TOP CHORD) 2X4 BEV. PURLIN 2X4 BEV. PURLIN TAX MAP NUMBER: 1000—074.00-05.00-015.000 9• 2X4 ROOF PURLIN 20"O.C. � T01,0•• TOTAL SITE AREA: 0 0 x' CUSTOM S.C. TRUSS 0 0 + ZONING: 0 --' + 60d R.S. NAIL USE: Oo r R-30 BATT INSULATION 0 + AT INTERIOR ZONE 0 + _ U ENGINEER: 2X4 CEILING PURLIN 36"O.C. ° + + 20 GA. 10-20d R.S. NAIL PER CONNECTION GALVANIZED 2-2X8 END COLUMN EXTENSION OR 2X6 OVERHANG NAILER + PURLIN UPRIGHT ASSEMBLY NAILED TO END BOTTOM CHORD ° CONNECTOR RAFTER ASSEMBLY AS SHOWN AND TO of TRUSS 7 20d R.S. NAIL EACH INTERSECTING WEB FASTEN TO 7/20d R.S. NAILS + METAL FLASHING - ( ) S CEILING METAL PANEL HEADER AND FRAMING MEMBER WITH (2) °o o L. K. MCLEAN ASSOCIATES LAMINATED 3/2X8 COLUMN TYP. 16d R.S. NAILS INTO EACH END COLUMN ENGINEERING & SURVEYING D.P.C. 2X BLOCKING AS REQUIRED EXTENSION MEMBER OR UPRIGHT. 3/2X8 CORNER COLUMN (1)#9X1"HWH SCREWS ON PEAK SIDE AND CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 -{- (2)#9X1" HWH SCREWS ON EAVE SIDE IN HOLES SHOWN. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO SKYBELT:36"H IMPACT RESISTANT END WALL DETAIL- 1 END WALL DETAIL—2 2X4 TRUSS TIE DETAIL AT CEILING HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY SEMI-OPAQUE CORRUGATED 1 1 SCALE: NOT TO SCALE 11 A SCALE: NOT TO SCALE 9 SCALE: NOT TO SCALE HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC PANEL OR APPROVED EQUAL. DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND METAL FLASHING -� INCLUDE SILL FLASHINGS BY PETCS SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. 2X BLOCKING AS REQUIRED CONCRETE SLAB ON GROUND MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE rL OF CONTROL JOINT SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY N #4 BARS C� 12"O.C. E.W. ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC SLAB ON m N SLAB ON rL OF CONSTRUCTION JOINT 12 EAVE DETAIL I w ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. GROUND EL, z GROUND EL, SCALE: NOT TO SCALE vn Y SLAB ON GROUND EL, I SEE PLAN A ,o u SEE PLAN 15 MIL VAPOR BARRIER LAP SEE PLAN 18" 12"AT SEAMS (TYPICAL) INTERRUPT WWF AT JOINT PROJECT: PIPE TRENCH MIN I I EXCAVATION j PIPE TO CLEAR SLEEVE BY- TY 2 (TYP.) 1.. it • °• PIPE / SUFFOLK COUNTY, NY • NO PIPE IN �{ THIS HEIGHT y o 0 0 0 0 0 0 0 0 0 0 - o 0 0 o o o o 0 0 0 �'o� o 0 0 0 0 ° o ;- �.. BOTTOM OF FTG. `O I I-1 i l-i = =I -i = =I I : _ ____= I=iT= = =I = 1 —I i= =I 1= = =1 =I - i=1 - I=I =1 =1 =i 1- 1= I= I III I=1 -1 �I 1=1 =1 1=1 1=1 1=1!1=1 1=1 ' -I11=III.III=11I=1 I I=11 I=1 I I-11I-11I�I11=III=111=1 I I=11 t=1 I I-11I=11 I-11 I I=11 I=11I-1 I I-1 I I.I I I-11I-11I- -111= I=11I=1 I I=1 I I-11 I=111=1 I I=11I- - - z OF11ON&JOINT CRUSHED STONE � _ _ _ _ 2"MINIMUM KEY 2 a, 6"MIN. NON-WOVEN GEOTEXTILE CENTER IN SLAB ADDITIONAL FILTER FABRIC #4x5' 0"C� 12"O.C. • NOTES: BENTONITE WATERSTOP Southold Highway Storage 1 0 1. SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL UNDISTURBED SUBGRADE 6"MIN. INFORMATION. NOTES: NOTES: Barn Replacement 9.. 2. SUBMIT PROPOSED CONSTRUCTION AND/OR SAW CUT FOR 1. ALL SLAB ON GRADE SHALL BE POURED IN AN ALTERNATING STRIP SYSTEM TO 1. SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL INFORMATION. REVIEW. MAX. JOINT SPACING IS 20' IN EACH DIRECTION. ALLOW PROPER SHRINKAGE. POUR PANELS TO BE BOUNDED BY MIN. 2. SUBMIT PROPOSED CONSTRUCTION AND/OR SAW CUT FOR REVIEW MAXIMUM (TYP.) 3. SAW-CUTTING SHALL BE CARRIED OUT AS SOON AS PRACTICABLE CONTRACTION/CONTROL JOINTS (OR EXPANSION JOINTS)AS SHOWN ON PLANS. JOINT SPACING IS 20' IN EACH DIRECTION. WHERE PIPE TRENCH EXCAVATION IS AND NO LATER THAN WITHIN 18 HOURS OF PLACING CONCRETE. 2. GENERAL CONTRACTOR MAY USE SAWED CONTRACTION/CONTROL JOINTS, 3. PROVIDE ADDITIONAL DIAGONAL BAR AT RE-ENTRANT CORNERS#4x5'-O" LONG. REQUIRED PARALLEL TO FOOTING, IT SHALL 4. AFTER THE SLAB IS 30 DAYS OLD REMOVE ALL DEBRIS FROM THE SUBJECT TO APPROVAL. BE KEPT ABOVE THIS LINE. STEP FOOTING AS SAW CUTS AND FILL WITH SAND/CEMENT MORTAR CONTAINING A 3. SPLICES OF WWF SHALL BE NOT LESS THAN DISTANCE BETWEEN TWO NECESSARY TO MEET THIS REQUIREMENT. LATEX BONDING AGENT, OR AS NOTED IN SPECIFICATIONS. OUTERMOST CROSS WIRES OF EACH FABRIC SHEET PLUS 2". 4. COORDINATE ALL SLABS WITH ARCHITECTURAL DETAILS, PAVING STONES, ETC. 275 PECONIC LANE PECONIC, NY 11958 TYPICAL PIPE AT FOOTING DETAIL TYP. S.O.G. SAW CUT CONTROL JOINT TYP. SLAB AND TRUCK APRON ON GRADE TYP. S.O.G. FORMED CONSTRUCTION JOINT ISSUES/REVISIONS 8 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE Description No. Date ISSUE FOR REVIEW 1 SEP. 2024 DOB COMMENTS 2 JAN. 2025 METAL PANEL DOB / BID SET 3 02.27.25 1/2"OSB PROTECTIVE PANEL EXTERIOR WALL BEYOND FORMED GROOVE CONNECTION OF WOOD POST TO FOUNDATION 1/2" DROP IN SLAB TO ALIGN WITH BACK SIDE OF CLJOINT EA SIDE 12 INCH GALV STEEL COLUMN SOCKET ANCHOR GARAGE DOOR PROVIDE CONTINUOUS WATERSTOP 2X8 ACQ SPLASH BOARD SET IN PRECOMPRESSED 0 0 #5 DOWEL AT 18"o.C. "ULTRA SEAL" WHERE SHOWOROIN ALOL WA L JO NTS 741 ROUND CONCRETE CROWNED T.O. BOLLARD 0 0 1/2"COMPRESSIBLE _ 6"0 TO SHED WATER 3/4"DIAMETER STAINLESS STEEL THREADED ROD FILLER BETWEEN SLABS 1' BELOW FINISHED GRADE TOP OF WALL L3x3x1/4 GALVANIZED STEEL ANGLE WITH 2 0x4" iv I \ EMBED IN EPDXY EL= + V-0" EXTERIOR 8"THICK CONCRETE LONG SHEAR STUDS WELDED AT T-0"o.c. TO rL 2"ORANGE REFLECTIVE TAPE BAND 3 ° 1/2 ALIGN WITH DROP IN SLAB 8'LONG 6"0 HEAVY DUTY SCHEDULE 40 \ APRON SLOPE C�/$' / 1'-0" � � EXTERIOR 8"THICK T.O. FINISHED CCNC. COMPRESSIBLE- ! STEEL PIPE FILLED WITH 4,000 PSI CONCRETE APRON SLAB/GRADE (+0-0") FILLER I B SEE SITE DRAWINGS I D _ O 1/2" / rn CONCRETE. PRIMED AND PAINT TWO COATS 3 SLOPE @%" / V-0", EL=+0'-0" EL= +0'-0" EL= +0'-0" DIRECT TO METAL AS SELECTED BY OWNER -'v. SEE SITE DRAWINGS °° BACKER ROD HORIZ REINF o •_; • i. • •: • a °• • • • • • ;o &SEALANT 3/ ; DISCONTINUE r . z < °.° •, ° • • ° • z '. i _ ° •, , • i K, I PROVIDE BACKER ROD Ft CAULKING ��� EVERY OTHER BAR Q p (2)-CONT. #5 BARS ° ° p ON EXPOSED SIDE 2" FROM THE JOINT +, TOP AND BOTTOM - - - I- - PITCH POURED CONC. AWAY FROM BOLLARD ° W AND AT 12'o.c. w 2"SHELF • J_ a f-- o o o 0 0 , o o - o o - o 0 0 0 o i VERTICAL CONTROL JOINT o HORIZ. ? o � I FINISHED ONC rn = 11=1 I=t f_=I =III= =I =1 - 1=1 1=I =I =1 I 1=I I 1=1 (2)-CONY. #5 BARS 1=1 1=I 1=1 1=1 I=I =i 1=1 f=1 C=I =11 =111=� I EL=f 0'-0" 3 I I =I I=1 11=1 11=1 11=1 11=1 I I-1 I =1 1=1 -1 11=1 11=1 11=1 11=1 I =1 I I-I 0- -0 11=1 11=1!EEI 11=1 11=1 11=1 11=1 11=1 11=1 I FBI 11=1 11=1 11=1 11=1 I =1 I=1 I I=1 =1 I_I =1 I =1 =1 I =1 I I- I I I=1 11=1 11=1 11=1 11=1 I I N TOP AND BOTTOM 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I F9 11=1 11=111=1 11=1 11=1 I o #5 DOWEL AT 18"o.c• 111=1 I ELI 11=111=1 11=I I I=1 11=1 11=1I 1 -III-I I I=III=111 I' o I=11 =11 I=III=III=III=11 =111=111=1 11=1 11=111=1 11=11 AND AT 12"o.c. �„ I - c \ERT. =I I I= =1 1= 1=1 = = 1=1 =1 I-III- =1 I I- 1- 1 I I-1 11=1 11=1 I - I 1=1 11=1 I I-1 11=1 I I-1 11=11- 1 -1 11- _ 0 o L`. 1 " I I I=1 11=1 11=1 11=1 11=111-1 I=1 I=1 =1 -III=1 =1 I w HORIZ. 2 -111=1 I=1 I Ml 11-1 I I-1 I I=1 11=1 I IEd 11=1 11=1 1=1 11- ~ z -III-III=111=111=I I=I I-III-III-III-1 -111- z CLEAR - ! FORMED GROOVE PROVIDE CONTINUOUS WATERSTOP I_I I I_I I_I I _I I_I I_I I-III-III a a v CLEAR a_: III=I I I=I I I=I I I=1 I I=1 I I=I HE Ill I I=1 I I„=11 --' v CONT. 2X4 KEY a:: I I=1 I I=11 III=1 I 1=1 I I=1 I I-I I=1 I -III='' _ "-1 I I=1 I I= ° I I=1 11= CONY. 2X4 KEY �� � _ I=1 I I=1 I i=1 - •_ • - I I I=1 I I=1 I I=_--I i t=1 I I=1 I I-III-I' .--_III-III_ ON EXPOSED SIDE WHERE SHOWN ON CONTRACT DWGS o = #4 BARS C 12"O.C., E.W. o _ _ '=111= -I I = COAT INGROUND PORTION OF BASE OF VERT SURFACES OR IN ALL EXTERIOR WALL JOINTS =1 I-III=1 I-III=1 I-I III-III- �rll o ~' = =1 M=I II=111=I �I II M I= I-III-IIIr _ _ WITH ASPHALT BASE PAINT111 #5 DOWEL AT 18"o.c. =III= 3 BELOW FINISHED GRADE DRAWING TITLE: o _ _ VERT. a� z • .° z • =- ., = POURED CONCRETE BASE 4,000 PSI rn _III-III-I 1=111=111= II_III III_____II BOTTOM OF FTG. I 1=1 I- BOTTOM OF FTG. DETAILS `o =1 I- EL= 4'-0"MAX. - EL= -4'-0"MAX. :i ,�B.0 CONC. BOLLARD FTG. LAP 2" 3 # 0 - - 5 C NT. - � _ EL 4'- 0"9" 1'-0" 9" SEE TYPICAL FOUNDATION TYP F ATI SECTION 9" ° 1' 0" 9" �o •I`--�I" HORIZ REINF 3 FOR REINFORCEMENT NOTES NOT T-O"0 MIN. _ °) T-6" REPEATED HERE E = 2'-6" CONCRETE ENCASEMENT Drawn By: JR/ AR CONSTRUCTION JOINT SEAL & SIB NATUF �: 9 y� J � � � :F Approved By: MCI � o "�P% Scale: AS NOTED N TYPICAL FOUNDATION WALL DETAIL TYPICAL FOUNDATION AT DOOR DETAIL BOLLARD DETAIL TYPICAL CONCRETE WALL JOINTS DETAIL ° Date: AUG. 2024 N o0 4 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE s �: ✓�` File No: 24096.000 N _ Sheet No. N O *� S97 - sl FULL SIZED PLOT SIZE:24"x 36" � � v y � DOOR SCHEDULE DOOR TYPES # DOOR TYPE WIDTH HEIGHT FRAME DETAIL JAMB HW SET COMMENTS DOOR TYPE 'A' DOOR TYPE 'B' 01 'A' EXTERIOR HOLLOW METAL DOOR Y-0" 6'-8" F1 H1 J1 HW1 CORROSION RESISTANT INSULATED DOOR INSULATED OVERHEAD DOOR NOTES: fi INSULATED MAN DOOR NOTES: w 02 'B' OVERHEAD DOOR 16-0" 14'-0" F3 T3 J3 HW3 MOTORIZED DOOR, SEE ELECTRICAL DRAWINGS SIZE: T-O"WIDE X 6%8" HIGH DOORS: PROVIDE COMPLETE STANDARD LIFT OVERHEAD DOOR ASSEMBLY INCLUDED WITH PETCS SYSTEM. 03 'B' OVERHEAD DOOR 16-0" 14'-0" F3 T3 J3 HW3 MOTORIZED DOOR, SEE ELECTRICAL DRAWINGS PREMIUM HEAVY DUTY WALKDOOR TESTED AND APPROVED FOR HIGH WINDS SIZE: 16-0"WIDE X 14'-0"HIGH � - PROVI3ED BY PETCS MANUFACTURER. PANELS: 24"HIGH BY WIDTH OF DOOR 04 'B' OVERHEAD DOOR 16'-0" 14-0" F3 T3 J3 HW3 MOTORIZED DOOR, SEE ELECTRICAL DRAWINGS E THE FLAME SHALL BE FRP COMPOSITE MATERIAL MADE FROM FIBERGLASS - FILAMENT BONDED TOGETHER WITH RESIN INCLUDES PREMIUM FLUOROFLEX0 PANEL MATERIAL: 26 GAGE EXTERIOR, HOT DIPPED G60 GALVANIZED STEEL- 27 GAGE INTERIOR, HOT DIPPED G40 GALVANIZED PROJECT LOCATION ___z 05 'A' EXTERIOR HOLLOW METAL DOOR T-0" 6'-8" F1 H1 J1 HW1 CORROSION RESISTANT INSULATED DOOR 1-1/2 hr B-Label Door STEEL. EXTERIOR: WHITE POLYESTER PRIMER AND TOP COAT. INTERIOR; WHITE POLYESTER PRIMER AND � PAINT SYSTEM-FADE RESISTANT TOP COAT. 06 'A' INTERIOR HOLLOW METAL DOOR T-0" 6'-8" F2 H2 J2 HW2 CORROSION RESISTANT, INSULATED DOOR, UNDER CUT %" THE SILL SHALL BE THERMALLY BROKEN AND ATTACHED TO BOTTOM OF FRAME SECTION THICKNESS: 2 INCHES 1 07 'A' EXTERIOR HOLLOW METAL DOOR 3'-0" 6'-8" F1 H1 J1 HW1 CORROSION RESISTANT INSULATED DOOR PROVI3E MANUFACTURER STANDARD KICKPLATE. _ ' PANEL PROFILE: WOOD GRAIN TEXTURED EXTERIOR WITH FOUR MICROGROOVES; WOOD GRAIN FLUSH INTERIOR. a< 5. THE DOOR SLAB SHALL INCLUDE PROTRUDED FIBERGLASS RAILS. 08 'B' OVERHEAD DOOR 16'-0" 14'-0" F3 T3 J3 HW3 MOTORIZED DOOR, SEE ELECTRICAL DRAWINGS JOINT DESIGN: TONGUE AND GROOVE RAILS WITH FULL THERMAL BREAK. 09 'B' OVERHEAD DOOR 16 4' 14'-0" F3 T3 J3 HW3 MOTORIZED DOOR, SEE ELECTRICAL DRAWINGS DOORSKIN SHALL BE SMOOTH .24" GALVANIZED STEEL. END CAPS: 20 GAUGE WHITE PAINTED GALVANIZED STEEL, FULL HEIGHT OF SECTION. LOCATION MAP PROVIDE 9-LITE GRID SYSTEM IS CONCEALED INSIDE GLASS. 10 'B' OVERHEAD DOOR 16 4' 14-0" F3 T3 J3 HW3 MOTORIZED DOOR, SEE ELECTRICAL DRAWINGS INSULATION: CFC FREE URETHANE FOAMED IN PLACE TO EXTERIOR AND INTERIOR PANELS. R-17.54; U-0.057. N.T.S. DOOR HARDWARE: ALL WALK DOORS SHALL BE PREHUNG AND INCLUDE 11 'A' EXTERIOR HOLLOW METAL DOOR T-0" 6%8" F1 H1 J1 HW1 CORROSION RESISTANT, INSULATED DOOR 1-1/2 hr B-Label Door OUTSWING RIGHT HINGE AND INCLUDE PANIC HARDWARE WINDOW LITES: PROVIDE FOUR WINDOW LITES PER DOOR. PROJECT DATA WITH LEVER HANDLE, MANUAL LOCKING,AND CLOSER APPLICANT/OWNER: TRACKS: 2"TRACKS SHALL BE 14 GAUGE GALVANIZED STEEL. TRACK MOUNTING: CLIP ANGLE MOUNT. LOWER TRACKS SHALL BE ADJUSTABLE FOR A WEATHERTIGHT FIT. TAX MAP NUMBER: 1000 -074.00- 05.00-015.000 HARDWARE: GALVANIZED STEEL HIGES 11 GAUGE.TOP AND BOTTOM FIXTURES SHALL BE 12 GAUGE GALVANIZED STEEL. ROLLERS HAVE 10 BALL BEARINGS WITH CASE HARDENED STEEL WIRE. TOTAL SITE AREA: COUNTERBALANCE: OIL TEMPERED TORSION SPRINGS MOUNTED ON A SOLID STEEL CROSS HEADER SHAFT SUPPORTED BY ZONING: GALVANIZED STEEL BALL BEARING ENDPLATES AND CENTER BRACKET(S). SPRINGS SHALL BE CUSTOM DESIGN USE: NOTE: ALL LOCATIOINS AND MOUNTING HEIGHTS t° FINISHED CEILING FOR EXACT DOOR WEIGHT, SIZE AND TRACK TRAJECTORY IN ACCORDANCE WITH ANSI 102. THE COUNTER EXIIT BALANCE SHALL BE TRANSFERRED THROUGH GALVANIZED AIRCRAFT QUALITY CABLES SECURED TO BOTTOM ENGINEER: ARE TYPICAL PLANS, ELEVATIONS AND DETAILS � EXIT SIGN: OF DOOR. MAY SHOW VARIATIONS FOR SPECIFIC CONDITIONS. i 1. CEILING MOUNTED TYPICAL U.O.N. FINISHED CEILING ! 2. WALL MOUNT 8" BELOW CEILING SPRING CYCLE; 50,000 CYCLES NOTE: ALL LOCATIONS AND MOUNTING STROBE OR g�� EQ ! EQ (COORDINATE WITH DOOR SCHEDULE HEIGHTS ARE TYPICAL. PLANS, SPEAKER STROBE AND LOCATIONS) TRUSSING: GALVANIZED TRUSSING PROVIDED ACCORDING TO DOOR SIZE AND DESIGN. 7.1 ELEVATIOINS AND DETAILS MAY SHOW VARIATION FOR SPECIFIC CONDITIONS. F.A.SPEAKER/STROBE I DOOR FRAME PROVIDED BY DOOR MANUFACTURER WEATHER SEAL: HEADER SEALS PRO �- DEVICE ! L. K. McLEAN ASSOCIATES NON-ADJUSTABLE THERMOSTAT LOCKING: INSIDE SLIDE LOCK OR CO2 SENSOR ENGINEERING & SURVEYING D.P.C. I I ! CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 ALIGN DEVICES WHERE OPERATION: PROVIDE ELECTRIC OPERATORS WITH CHAIN HOIST OVER-RIDE i DOOR IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE POSSIBLE ! ! COAT HO DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ;EE PLANS AND ELEVATIONS FOR Ur DOOR SAFETY: PROVIDE MONITORED RUBBER SENSING EDGE AT BASE OF DOOR PANEL, ADDITIONALLY PROVIDE TRACK ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ PROJECT SPECIFIC DEVICE ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO to z ! w I MOUNTED PHOTOELECTRIC SENSOR MONITORED ENTRAPMENT PROTECTION AT 6"A.F.F. AS PER W MOUNTING HEIGHTS > HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY W J i WALL MOUNTED O ! �. 2 MANUFACTURERS REQUIREMENTS HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC U_ - m 1/4 MAX. 1/2 MAX. OVAL FIRE EXTINGUISHER Q I Q 1 DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND V- 1n LO SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A O � g WIRING: ALL O.H. FOOT Et ASSOCIATED CONTROLS 8 SAFETY BY O.H. DOOR CONTRACTOR. . RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. U o a0 0 O co m m LIGHT SWITCH, DIMMERS, -(+�� 1/4' MAX. LINE VOLTAGE BY ELECTRICAL PRIME CONTRACTOR. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE ~ N N ! J J ADJUSTABLE THERMOSTAT, O T m 114 ' MAX• SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 04 n O O Q ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC a ¢ m ¢ qql EGRESS BUTTON, INTERCOM —p0- �� THRESHOL w a O a O W BUTTON, CARD READER, ETC. w w ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. m LL I- Z �, a W CLUSTER(SEE PLAN FOR W w `I v o qQ ? o 6 O QUANTITY OF EACH CLUSTER) lq* ! Q GENERAL DOOR NOTES PROJECT: Uj Uj 00 ! ADA THRESHOLD HEIGHT LIMITATIONS O b LL LL M CV N W O O 0 0 1 M°� o SCALE: 3"=V-0" 1. ALL EXTERIOR DOORS TO HAVE 1X WALL MOUNTED F.A. PULL STATIONS, 1X WALL MOUNTED FIRE TOWN OF SOUTHOLD f- LL. LL POWER,VOICE/DATA&AV j w OUTLETS @ 18"A.F.F. U.N.O. z Nt EXTINGUISHERS, AND 1X EMERGENCY EGRESS LIGHT. SEE ELECTRICAL AND FIRE SPRINKLER SUFFOLK COUNTY, NY STRIKE W HINGE DRAWINGS FOR ADDITIONAL INFORMATION. SIDE SIDE FINISHED PLOOR L I \ FINISHED FLOOR TYPICAL LOCATIONS FOR DEVICES AROUND DOORS TYPICAL MOUNTING HEIGHTS FOR FIRE ALARM DEVICES AND EQUIPMENT 16-0" — Southold Highway Storage 26 GAGE EXTERIOR, HOT DIPPED G60 GALVANIZED Barn Replacement STEEL-27 GAGE INTERIOR, HOT DIPPED G40 %4 PLYWOOD GALVANIZED STEEL. EXTERIOR: WHITE POLYESTER PRIMER AND TOP COAT. INTERIOR; WHITE POLYESTER POST FRAME Y4'PLYWOOD POST FRAME PRIMER AND TOP COAT. 2" 2" PROVIDE FOUR WINDOW LITES PER DOOR MANUF. s N 2X BLOCKING AS N 275 PECONIC LANE 3 O a '�� REQUIRED /� '!IW REQUIRED REDNG AS PECONIC, NY 11958 H 1 o N , j u�a, `O4 PROVIDE 9-LITE GRID � � 2" iv N WOOD STUD ANCHOR, WOOD STUD ANCHOR, J1 SYSTEM IS CONCEALED 4 PER JAMB 4 PER JAMB 0o INSIDE GLASS. METAL "Ik 15, 1 ,. 2 ISSUES/REVISIONS COORDINATE PANIC ALUMINUM TRIM FLASHING ALUMINUM TRIM 0o HARDWARE AND CLOSURE AND CLOSURE Description No. Date -- ISSUE FOR REVIEW 1 SEP. 2024 DOB COMMENTS 2 JAN. 2025 O PRIOVIDEFOURWINDOW DOORJAMB DOOR HEAD DOOR JAMB DOOR HEAD DOB / BID SET 3 02.27.25 M LITES PER DOOR MANUF. J1 — H1 J2 H2 SCALE: 1 1/2" = V-0" SCALE: 1 1/2- = 1'-0" SCALE: 1 1/2" = V-0- SCALE- 1 1/2" = V-0" H.M. PROVIDE MANUF. STANDARD SEE MANUF. SPECS OKICK PLATE O O.H. SECTIONAL DOOR, REFER TO SPEC. FOR ADDITIONAL INFORMATION (aDOOR TYPES SCALE: 1/4" = 1'-0, INSULATED SECTIONAL DOOR 3 EXTERIOR INTERIOR PROVIDE WEATHERSTRIP AT JAMB, N J3 HEAD AND BOTTOM BAR,TYP. o SEALANT AT Q CONTROL JOINT,TYP. — DOOR TRACK < BOTTOM ASTRAGAL AS PER MANUFACTURER 1/2"DROP IN SLAB TO ALIGN WITH BACK SIDE OF i - GALV.STEEL ANGLE AT FLOOR GARAGE DOOR S� L3x3x1/4 GALVANIZED STEEL ANGLE WITH 1"&4" o I I I I FLUSH MOUNTED OPEN-CLOSE- LONG SHEAR STUDS WELDED AT T-0"o.c. TO 34 3'-4" W STOP PUSH BUTTON STATION o.� ° H1 . z 0), ALIGN WITH DROP IN SLAB a H2 nl - a,w wa�wpo .t'� a •vae -h 3„ ONC.SLAB PITCHED C -� �J2 PITCHED Ul CONC.APRON DRAWING TITLE: M 1fl d CeUj i O SLAB IJOTEAT ALL OPENINGS: \ DOOR SCHEDULE &t - - OFFSET 1" JAMB SIZE=8x3.5C14 U.O.N. PETCS ! J ��/ _ - o d �O �O HEADER/SIL SIZE=8x2C16 U.O.N. BY PETCS DETAILS cn W �' S1 E _ ': 9 Y� = o ? o ; _ / SEAL & SIGNATUF Design B JG H.M. H.M. SEE MANUF. SPECS C - Drawn By: JR/AR a� - Approved By: MCJ o F1 F2 F3 ! - ,\• ' - �, '. Y Scale: AS NOTED UQ Date: AUG. 2024 In o NOTE: SEE DETAIL 3 / A-702 FOR ADDITIONAL INFORMATION ' 1 0 0 File No: 24096.000 N k # DOOR FRAMES OVERHEAD DOOR JAMB ," ars Sheet No. N o J3 T3 OVERHEAD DOOR THREASHOLD P SCALE: 1/4" = V-0" _ SCALE: 1 1/2" = V-0" SCALE• 6" = 1'-0" , `. 37 • `' A-702 � a ' FULL SIZED PLOT SIZE:24"x 36" 1 I, PROPOSED SCOPE OF WORK: SERVICE PIPING 0 WATER FIRE PROTECTIQN MATERIALS SCHEDULE FOUNDATION WALL ~• ,f NYS FIRE DEPARTMENT CONNECTION NOTES: ' 1. THE SPRINKLER CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, PIPE FITTINGS JOINTS FINISHED GRADE _ EQUIPMENT,AND SERVICE TO COMPLETE AND THE SYSTEM CONSISTING OF ALL 1. LOCATION OF THE FIRE DEPARTMENT CONNECTION SHALL COMPLY WITH NYS -•'.•.• .. SPRINKLER EQUIPMENT, PIPING,CONTROLS,ACCESSORIES AND ASSOCIATED BUILDING CODE(2020 EDITION)SECTION 912.2 AND NFPA-13. WORK. c 2. FIRE DEPARTMENT CONNECTION SHALL COMPLY WITH NYS BUILDING CODE(2020) MIN. ' y r. A. THE SCOPE OF WORK INCLUDES BUT NOT LIMITED TO THE FOLLOWING. SECTION 912.3 IMMEDIATE ACCESS TO FIRE DEPARTMENT CONNECTIONS SHALL NOTES: BE MAINTAINED AT ALL TIME AND WITHOUT OBSTRUCTION BY FENCE BUSHES, 1. FOR REQUIRED PRESSURE RATINGS REFER TO RISER ¢ » ' DIAGRAM. co o m ¢ r, COVER MINIMUM 5 -0 -� :�'.. ._ ; •�-. ; 1. CONTRACTOR TO INSTALL NEW FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH TREES,WALL OR ANY OTHER OBJECT.A WORKING SPACE OF NOT LESS THAN 36 - •. =.• * `'' ¢ w w r^) ¢ co ¢ cD NFPA 13-2016 REQUIRMENTS. INCHES IN WIDTH,36 INCHES IN DEPTH AND 78 INCHES IN HEIGHT SHALL BE 2. ALL MATERIALS SELECTED ON THIS SCHEDULE MUST BE a ¢00: o¢ `D a a -� - -APPROVED BY THE LOCAL AUTHORITIES HAVING JURISDIC110N. _j 4 �' �' w •+ ¢ ¢ z o 2. CONTRACTOR TO FURNISH AND INSTALL DRY PIPE VALVE,AIR COMPRESSORS PROVIDED AND MAINTAINED IN FRONT OF AND TO THE SIDE OF WALL-MOUNTED I-� - AND CONTROL, PIPING, PIPING SUPPORTS, INSPECTORS TEST CONNECTIONS, DEPARTMENT CONNECTIONS AND AROUND THE CIRCUMFERENCE OF uT ``' V) m �* Z a Z a ¢ 3. TO BE USED DOWNSTREAM OF SPRINKLER FLOOR/SECTIONAL ' a ``' ¢ F o o m F o J1 PIP ` WATER MOTOR GONG, ETC.AS REQUIRED FOR A COMPLETE DRY PIPE FREE-STANDING FIRE DEPARTMENT CONNECTION, EXCEPT AS OTHERWISE CONTROL VALVE ON PIPING FROM 2-1 2" To 6". a >_ a o Q a z 7 w a z Y - - E SLEEVE SPRINKLER SYSTEM COMPLYING WITH NFPA13-2016. REQUIRED OR APPROVED. / � ''' a v �' n N M m o N ¢ - - - - - - - c u, r� M M o ar o Z ¢ ¢ ¢ n z ¢ U PROJECT 4. TO BE USED DOWNSTREAM OF SPRINKLER FLOOR/SECTIONAL ¢ o o o w co o v �, t LOCATION ' CONTROL VALVE ON PIPING 2" & SMALLER. v ¢ Ln "' ¢ w Z z o� V) m z Y 3. CONTRACTOR TO INSTALL NEW TAMPER SWITCHES ON ALL NEW CONTROL 3. SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 913 OF THE NYS ¢ a, M I o ¢ ¢ I o v - :, VALVES AND WATERFLOW SWITCHES AS REQUIRED. DEVICES SHALL BE FIRE CODE. a a a N o m a I 00 Uj m = - 5. HIGH PRESSURE PIPING INCLUDES PIPING FROM HIGH ¢ ¢ ¢ n ¢ a z ¢ ¢ ELECTRICALLY SUPERVISED BYTHE FIRE ALARM SYSTEM. �, < ^ �, J o ¢ J F o �- PRESSURE RATED FDC AND ALL SYSTEMS EXPOSED TO 300 \ \ w �' ¢ wNYS FIRE PROTECTION PIPING PAINTING NOTES: < N N Z � Z ¢ J `� ¢ J " PSI OR GREATER. a ¢ ¢ ¢ ¢ I ¢ z ¢ o z ¢ w 4. PROVIDE ALL OTHER WORK ITEI�AS AS INDICATED ON DRAWINGS AND I I I I I Z I a Z Z ¢ o a g ¢ s SPECIFICATIONS. _ - W o I o 0 o Z �' o 0 3 WATER SERVICE CEMENT - �.. i 4 REFERENCES: NYS BUILDING CODES(2020 EDITION)SECTION 903.8&905.11 o z ¢ z o o I Z = x x w w z w x z :S• $ s :: .. FIRE ALARM DELEGATED J J I I p Z ¢ I I LINED DUCTILE IRON r DESIGN AND PERMITTING 1. SPRINKLER PIPIN SH N N N w m o w N o a v w o J o �0�I 0 ' •:' ` THR UST ETE < J J J J Y ¢ Z W IL Z Y ¢ > J N J > 1 '•. . • G ALL BE PAINTED IN ACCORDANCE WITH NYSBC SECTIONS c� w w w ¢ ? U, o a ? o o 41 n w o o w Mom'•-_"_' 4 903.6&905.11 PRIOR TO ANY REQUIRED HYDROSTATIC TEST. o - N P m W < < M Lj m < = o N ClBELL & SPIGOT 0 RING ;`•;: BLOCK 1. THE FIRE SPRINKLER PLANS INDICATE THE DESIGN AND GENERAL LAYOUT OF SYSTEMJOINT (TYPICAL) LOCATION MAP FIRE SPRINKLER SYSTEM FOR COORDINATION AND BIDDING PURPOSES.THE 2. PRIMER SHALL BE ALKYD, ANTI-CORROSIVE FOR METAL(MPI#79),OR ALKYD, BURIED BUILDING FIRE SERVICE • • • • • • CONTRACTOR SHALL FURNISH AND INSTALL A FIRE SPRINLER SYSTEM QUICK DRY FOR METAL(MPI#76), PAINT SHALL BE ALKYD, INTERIOR GLOSS(MPI FIRE STANDPIPE • • • • • • . • 4" WATER SERVICE THROUGH FLOOR N.T.S. PROVIDING TOTAL(COMPLETE)COVERAGE PER NFPA 13 AND THE #48)OR ALKYD,QUICK DRY GLOSS(MPI#36). SPRINKLER WET (SEE NOTE 3) • • • • • • . • 4 NTS REQUIREMENTS OF THE AHJ, INCLUDING SPACES ABOVE SUSPENDED CEILINGS SPRINKLER WET (SEE NOTE 4) • • DETAIL PROJECT DATA AND OTHER ACCESSIBLE SPACES. 3. COLOR CODE PER AHJ REQUIREMENTS. SPRINKLER DRY PIPE (SEE NOTE 3) • • • • • • • • APPLICANT/OWNER: SPRINKLER DRY PIPE (SEE NOTE 4) • • . • • 2. THE CONTRACTOR SHALL PREPARE FIRE SPRINKLER PLANS, HYDRAULIC SPRINKLER DRAIN PIPE (TEST & DRAIN) • • • • • • TS TS GATE VALVE W/TAMPER TS CALCULATIONS,AND SUBMITTALS PER NFPA 13 AND THE AHJ REQUIREMENTS. HIGH PRESSURE FIRE PIPE • • • • • SWITCH(TYPICAL) THESE PLANS SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL TAX MAP NUMBER: 1 OOO-074.00- 05.00-015.000 ENGINEER.THE CONTRACTOR SHALL FILE THESE DOCUMENTS FOR APPROVAL DOUBLE GENERAL CHECK TOTAL SITE AREA: LOW AIR ALARM PS VALVE ZONING: 1. BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER TO ALARM PANEL (BY OTHERS) 30 TO DRY SP SYSTEM USE. SYSTEM COMPLYING WITH NFPA 13,2016 EDITION. AIR PRESSURE RELIEF VALVE DRY PIPE VALVE TO ALARM PANEL ENGINEER: 2. MINIMUM SPRINKLER PIPE SIZE SHALL BE 1"DIAMETER. FROM AIR COMPRESSOR (BY OTHERS) AIR SUPPLY AS NOTED PS WATER FLOW ALARM ( ) PRIMING CUP -49 -t--� TO WMG ? 0 3. SPRINKLER HEADS SHALL BE CAST BRASS,CLOSED FUSIBLE LINK SPRAY TYPE PG PG (IF INDICATED) ^� -� _ -► WITH Y2"DISCHARGE ORIFICE. ' RV PrUT S 4. ALL PENDENT TYPE SPRINKLER HEADS SHALL BE PLACED IN CENTER OF TILES. 5. SPRINKLER CONTRACTOR SHALL PARTICIPATE IN THE PREPARATION OF A DEHYDRATOR) PG L. K. McLEAN ASSOCIATES OC ATES OVERALL COORDINATE CEILING PLAN IGHTFI TURF , FIRE ICAL TO INDICATE ALL AUTOMATIC MAINTENANCE / PIPE SUPPORT ENGINEERING & SURVEYING D.P.C. CEILING COMPONENTS SUCH AS LIGHT FIXTURES, FIRE ALARM DETECTION DEVICE CV W/TsIT FLOOR FLANGE ANCHOR SUPPORT AV RT SADDLE CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHEN,NEW PORK 11719 DEVISES,AND ASSOCIATED SUSPENSION GRID,SPRINKLERS HEADS AND MAIN DRAIN EXTEND TO FLOOR(TYPICAL) ASSOCIATED PIPING. TO ANTI-SPLASH I (TYPICAL) (TYPICAL) IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY STANDPIPE DRAIN ABD ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ /TO ALARM PANEL FINISHED FLOOR ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE OBTAINING ALL PERMITS, (BY OTHERS) 7�_DRIP CUP HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED 8Y INSPECTIONS,TEST AND SIGN OFFS . HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC FROM WATER SUPPLY ALARM TEST 7. HYDROSTATIC TESTS: VALVE (NC) EXTEND TO DRAIN DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND OUT GRADE " DOUBLE CHECK VALVE ASSEMBLY SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. A. ALL HYDROSTATIC TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE 0--!D-ETA McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE I L NTS SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY NEW YORK STATE BUILDING CODE(2020 EDITION), NFPA-13, NFPA-24 AND OTHER ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,Pc REFERENCED STANDARDS.CONTRACTOR SHALL SUBMIT RESULTS OF THE TEST ©TO THE OWNER. L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. TYPICAL DRY PIPE VALVE SCHEMATIC B. PER NFPA 13 UNLESS OTHERWISE NOTED BELOW,TEST ENTIRE SYSTEM PIPING 1 PROJECT: HYDROSTATICALLY FOR TWO HOURS AT 200 PSI. NTS 8. PIPE SIZES SHOWN ARE BASED ON PIPE SCHEDULE METHOD ONLY.ACTUAL PIPE' TOWN O C S O��Hu O LD SIZES SHALL BE DETERMINED BY CONTRACTOR HYDRAULIC CALCULATIONS. V V 'V f CONTRACTOR SHALL ALLOW FOR THIS AND INCLUDE THIS IN HIS CONTRACT SU FFOLK COUNTY, NY PRICE. 9. DRAWING DIAGRAMATIC.CONTRACTOR IS RESPONSIBLE FOR OFFSETS, DROPS 4" MIN. ALL AROUND AND RISES FOR COORDINATION WITH OTHER TRADES. 10. PROVIDE AUXILIARY DRAINS AT TRAPPED SECTION OF PIPING AS REQUIRED BY APPLICABLE VERSIONS OF NFPA-13. NEW EQUIPMENT� .� Southold Highway Storage DESIGN CRITERIA: /� 4000 psi CONC. BASE Barn Replacement ENTIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED TO MEET STRUCTURE ABOVE FOLLOWING CRITERIA: `t #4 9) 16" O.C. E.W. 18" MAX. 1. LIGHT HAZARD OCCUPANCY-ALL OTHER AREAS. DENSITY 0.10 GPM PER SQ. FT. OVER MOST HYDRAULICALLY REMOTE 1500 SQ. FT., MAXIMUM COVERAGE PER STANDARD SPRINKLER HEAD 225 SQ.FT. FOR EXTENDED COVERAGE SPRINKLERS REFER TO MANUFACTURERS CRITERIA. UPRIGHT SPRINKLER 2. MINIMUM PRESSURE AT STANDARD SPRINKLERS HEAD AT 7 PSI. HEAD 275 PECONIC LANE IR COMPRESSOR EQUIPMENT PAD PECONIC, NY 11958 3 GROOVEDWHENEVER ROLL ADDITIONAL PRESSURELOSS GROOVES SHALL BE MADE AS FOLLOWS:USED,ALLOWANCE R DETAI LS NTS PROVIDE HANGER ISSUES/REVISIONS A. FOR EACH COUPLING ON STRAIGHT RUN INCLUDING STRAIGHT FLOW THROUGH TEE OR CROSS:ADD 1 EQUIVALENT FOOT OF PIPE. B. FOR EACH COUPLING AT ELBOW,TEE OR CROSS WHERE DIRECTION OF FLOW Description No. Date 4"� FIRE MAIN ISSUE FOR REVIEW 1 SEP. 2024 CHANGES: EQUIVALENT FEET OF PIPE 6. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN DOB COMMENTS 2 JAN. 2025 ACCORDANCE WITH NFPA-13(2016 EDITION),AS MODIFIED BY NYS BUILDING DOB / BID SET 3 02.27.25 CODE APPENDIX Q. 0 7. DISCHARGE FROM EACH SPRINKLER HEAD SHALL NOT BE LESS THAN REQUIRED FOR AREA COVERED BY THIS HEAD.AREA COVERAGE PER HEAD SHALL BE DETERMINED IN ACCORDANCE WITH NFPA-13(2016 EDITION),AS MODIFIED BY BUILDING CODE APPENDIX Q. ALARM CHECK _ 8. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO VALVE ASSEMBLY PRESSURE GAUGES WATER SUPPLY. BRANCH LINE 9. RESULTS OF HYDRAULIC CALCULATIONS SHALL INDICATED MINIMUM 5% 3 PRESSURE SAFETY MARGIN, I.E.EXCESS OF PRESSURE AVAILABLE OVER PRESSURE REQUIRED. 0 SHOP DRAWING REQUIREMENTS:N FINISHED CEILING TILE/CLOUD e REFER TO ARCHITECTURAL 0 1. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE DRAWINGS FOR CEILING TYPE i ENGINEER-OF-RECORD'S APPROVAL IN FULL COMPLIANCE WITH THE REQUIREMENTS FOR WORK"WORKING DRAWINGS"IN ACCORDANCE WITH NYS I 2" MAIN BUILDING CODE(2020 EDITION)APPENDIX 1 SECTION Q102-22.1 AND Q105-8.1 DRAIN VALVE ° PRIOR TO FABRICATION AND INSTALLATION. ' ° OS&Y GATE VALVE v 2. A COMPLETE SET OF SHOP DRAWINGS STAMPED AS APPROVED BY THE a ENGINEER-OF-RECORD SHALL BE MAINTAINED ON THE JOB SITE PRIOR TO THE W/TAMPER SWITCH SPRINKLER HEAD COVER COMMENCEMENT OF THE FIRE PROTECTION SYSTEM INSTALLATION.THESE PLATE REFER TO FLOOR PLAN SHOP DRAWINGS SHALL BE AVAILABLE FOR USE BY SPECIAL INSPECTOR AND FOR TYPE OF SPRINKLER BUILDING DEPARTMENT INSPECTOR AT ALL TIME UNTIL THE JOB IS SIGHED OFF DRAWING TITLE: cn I NOTE: FIRE SPRINKLER GENERAL O >' DETAIL IS DIAGRAMMATIC FOR INSTALLATION OF THE M NOTES AND DETAILS PIPE STANCHIONS SPRINKLER HEAD. STRUCTURE INDICATE A STRUCTUR �o 3 Q' FINISH Design B Drawn By: JR/ AR SEAL & SIGNATUR=: 9 Y: JG fo FLOOR ONCEALED SPRINKLER WITH UPRIGHT SPRINKLER &�D Approved By: McJ ETAIL NTS Scale: AS NOTED F 0 0 � c FOate: AUG. 2024 ile No: 24096 000 NtDDRY PIPE VALVE DETAILa Sheet No. No 3 NTS � a r FS-001 FULL SIZED PLOT SIZE:24"x 36" C� IaQ�if 0 .41 ILI 4"0 ELECTRIC FIRE SPRINKLER GONG SUPPLIED AND INSTALLED BY PC, EC TO WIRE N-1, FIRE DEPARMENT CONNECTION. PIPE 48" BELOW GRADE AND STUB UP AND CONNECT TO RISER IN SPRINKLER ROOM. PROVIDE THRUST BLOCKS, BALL DRIP VALVE, AND SIGNAGE IN ACCORDANCE PITCH UP OUTSIDE WALL WIH NFPA 13,24 AND THE REQUIREMENTS OF THE AHJ PROJECT LOCATION 1 " GLOBE VALVE G NIPPLE AND CAP FOR TEMPORARY CONNECTION TESTING, REMOVAL CAP AND BELOW RISER BLOCKS, ACCORDANCE OF THE INSTALL TEMPORARY CONNECTION ROOM HEATER UNION GENERAL AIR PRODUCTS OL12016AC AIR LOCATION MAP 1 COMPRESSOR AND N.T.S. 45 DEG ELBOW AMD-2 AIR MAINTENANCE DEVISE, OR APPROVED PROJECT DATA EQUAL, ON EQUIPMENT APPLICANT/OWNER: PAD. PC TO SUPPLY AND 1110 1110 1110 1110 1" SMOOTH BORE CORROSION ------ INSTALL, EC TO WIRE. RESISTANT OUTLET GIVING DOUBLE CHECK VALVE TAX MAP NUMBER: FLOW EQUIVALENT TO ONE 1000-074.00-05.00-015.000 SPRINKLER TOTAL SITE AREA: ZONING: WATER MOTOR GONG FINISH FLOOR ® USE: 1-Y2"0 1-Y2"0 1-Y2"0 1-Y2"0 141" ENGINEER, 4"VIKING VXR-PTR OR 10 APPROVED EQUAL 3 3"0 4"0 4"0 -1 - ALARM VALVE ASSEMBLY *01 INSPECTORS TEST CONNECTION FOR DRY PIPE SPRINKLER SYSTEM 'J' SCALE: Ld L NTS (D 2"0 2"0 2"0 2--0 2"0 L. K. MCLEAN ASSOCIATES ENGINEERING & SURVEYING, D.P.C. UNIT HEATER SCHEDULE CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 4"0 DRY FIRE IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE INLET ELECTRICAL DATA TEMPERATURE MAX. DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY CAPACITY HEAT THROW BASIS OF DESIGN SPRINKLER ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ MARK SERVICE (kW) AIRFLOW RISE FT) MOUNTING HEIGHT RISERS ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO (CFM) Vlo/H-7 ('F) (FT) MODEL# MANUFACTURER HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC SPRINKLER AND SPRINKLER PIPING 2 HOUR WALL DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND INSTALLED O'AFF(TYP.) SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A UH DOMESTIC 3.0 380 208/1/60 27 12 12 HER 30C 1101 � MODINI I I I I IRESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. WATER 015 MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC 1' Y 1. 110 1-Y2"0 Y2-.0 1'Y2-.0 2 0/2"0 @L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. SPRINKLER HEAD SCHEDULE PROJECT: SPRINKLER TEMP RATING PRESSURE BASIS OF DESIGN TOWN OF SOUTHOLD MARK UPRIGHT PENDENT TYPE (DEG F) RATING (PSI) K FACTOR FINISH MANUFACTURER & SUFFOLK COUNTY, NY MODEL PENDENT QUICK TYCO RAVEN OR O NO YES RESPONSE 165 175 5.6 CHROME APPROVED EQUAL Em Southold Highway Storage 21 Y2'.0 1y2"0 1y2"0 / 1Y2"0 Barn Replacement 112,.o 1 12 3 2 5 20 19 18 13 25 ' 22 7 275 PECONIC LANE PECONIC, NY 11958 18 4 16 8�O 2.3 24 14 ISSUES/REVISIONS 7 9 6 Description No. Date P� ! 10 1110 1"0 1� 11*0 1110 1110 ISSUE FOR REVIEW 1 SEP. 2024 DOB COMMENTS 2 JAN. 2025 11 15 DOB BID SET 3 02.27.25 A Vo 1110 1110 1110 1110 Cn V) U- L 0 1�1 CL 1. DRY PIPE VALVE 14. TEE FOR FIRE DEPARTMENT CONNECTION 1"0 INSPECTORS TEST CONNECTION -SEE DETAIL THIS SHEET rn 2. PRIMING CUP 15. DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH 3. LOCAL ALARM SWITCH OR ALARM TRANSMITTER OS & Y GATE VALVES (w/ TAMPER SWITCH) -U 4. RESTRICTED ALARM VENT 16. CHECK VALVE TO PREVENT TRIPPING VALVE 0 5. AIR PRESSURE GAGE WHEN TESTING ALARM U W 6. DIP CUP 17. AIR LINE CHECK VALVE 7. ALARM TEST VALVE (NORMALLY CLOSED) 18. AIR SUPPLY GLOBE VALVE (RENEWABLE DISC TYPE) lm. I kh 8. AUTOMATIC DRAIN VALVE 19. PRESSURE RELIEF VALVE db db j 9. WATER PRESSURE GAGE 20. AIR SUPPLY LINE 1.3-1 DRAWING TITLE: ILL. 10. MAIN DRAIN ANGLE VALVE 21. ELECTRIC LOW AIR PRESSURE ALARM TRANSMITTER a) 11. DRIP CUP AND MAIN DRAIN DISCHARGE TO 22. ALARM CONTROL VALVE (NORMALLY OPEN) CM BELOW CEILING FIRE OUTSIDE OF BLDG. (4--0" - PIPE LENGTH 23. STRAINER 0 INSIDE OF BLDG.) 24. DRAIN GLOBE VALVE V) 12. WATER MOTOR GONG 25. PRIMING VALVE (NORMALLY CLOSED) SPRINKLER PLAN >- FIRE SPRINKLERS PLAN BELOW CEILING 13. DRAIN RUN THROUGH WALL TO OUTSIDE OF BLDG. SCALE: 3/16" = l'-O" SEAL &SIGNATUP�-:- Design By: JG E Drawn By: JR/AR INSPECTORS T�TEST CONNECTION FOR DRY�P I�PE SPRINKLER� � SYSTEM� IF Approved By: MCJn0 SCALE. kv, Scale: AS NOTED � 0 (n Date. AUG. 2024 Ln File No: 24096.000 C) r,j 0 C0 'W 04 et Sheet No. 7Ca FS1 0 1 FULL SIZED PLOT SIZE:24"x 36" .le a . SYMBOL LEGENDS : GENERAL P � MNG NOTES ® 1. REFER TO ALL OTHER DRAWINGS FOR ADDITIONAL WORK. ""�� '! " �.-'� _ 2. PIPING PLANS ARE DIAGRAMMATIC ONLY AND REPRESENTS THE MINIMUM PIPING I $ " SPRINKLER PIPIfJG REQUIREMENTS AND PIPE SIZES REQUIRED TO MEET THE DESIGN CONDITIONS, p O SPRINKLER HEAD (PENDENT TYPE) COORDINATE POSITIONING WITH NEW CONSTRUCTION TO AVOID CONFLICTS WITH STRUCTURAL MEMBERS, PIPING, CONDUIT, LIGHTING FIXTURES, ETC. SUBMIT SHOP Y 0 ELBOW UP DRAWINGS OF ALL PROPOSED PIPING BEFORE INSTALLATION, USING CROSS-SECTIONAL 4„0 DIAGRAMS WHERE NECESSARY TO FULLY ILLUSTRATE INSTALLATION INTENT. ONLY ELBOW DOWN AFTER ENGINEER REVIEW OF SHOP DRAWINGS SHALL PIPING AND EQUIPMENT BE ' , INSTALLED. PROJECT •° " TOP CONNECTION LOCATION 3. THE VALVES REQUIRED TO SERVICE A PIECE OF EQUIPMENT SHALL BE WITHIN A 5 OD( ® ,., _ u BOTTOM CONNECTION FOOT RADIUS OF IT. SIDE CONNECTICPJ 4. ALL MANUAL VALVES FOR 2"PIPING OR SMALLER SHALL BE BALL TYPE. 15'-0" (TYP) I s g CHROMALUX HEAT TRACE CABLE 5. PROVIDE 3 PIPE DIAMETERS MINIMUM OF STRAIGHT, MANUAL VALVE SIZED PIPING AT EACH MANUAL VALVE PORT. 6. MANUAL VALVES SHALL BE REMOVABLE FROM THE PIPELINE BY DISCONNECTION OF j I = LOCATION M A P FLANGES OR UNIONS ONLY. N.T.s. 1110 111ID 111ID 1"ID 1" PROJECT DATA ! APPLICANT/OWNER: ILc- PENDENT SPRINKLER INELT NIPPLE HEAD AND PIPING Ir" TAX MAP NUMBER: 1000-074.00 - 05.00-015.000 BRANCHLIKE INSTALLED 18'AFF I 3 FITTING OUTLET ® (n'P•) I J- TOTAL SITE AREA: ZONING: 1'Y2"0 1 Y"0 1%"ID 1-/2"0 1? _ _I =_ USE: FLEXIBLE HOSE 48" 1, MAXIMUM LENGTH 3"ID 3"ID 4"ID 4"ID 4 = ENGINEER: }MINIMUM BEIJD I I I RADIUS 3 «„ SECURE PER THE SUPPORT BAR THREADED OUTLET REDUCER PROJECT SPECIFICATIONS 2"0 2"0 2"0 2"0 2"0 ; \ (STRAIGHT SHOWN) END BRACKET ASTM 36 THREADED ROD I I I I I L. K. McLEAN ASSOCIATES ° � � ENGINEERING & SURVEYING, D.P.C. BOLT ADJUSTMENT CONSULTING ENGINEERS 43750UTHCOUNTRYRD.,BROOKHAVEN,NEWYORK11719 & LOCK NUTS FORGED STEEL CLEVIS ® 4"ID DRY FIRE SPRINKLER RISER IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY CEILING GRID � `— CONCEALED SPRINKLER HEAD / ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ SPRINKLER PIPING ENGINEER IS ALTERED,THE ALTERING ARCHITECT ENGINEER SHALL AFFIX TO STEEL PIPE 2 HOUR WALL HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY CEILING TILE ; INSTALLED 20'AFF (TYP.) p HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 24 �24 OR 24 X48 I I I I I DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND (SEE PLANS) -_�I=.__.. " SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A " RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. CENTER HEAD WITHIN CEILING ® McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE TILE Gl BOTH DIRECTIONS 1 "ID 1•�"0 1-r2"ID 1- 2"0 1�2"ID SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. 2 PENDENT SPRINKLER HEAD 3 PIPE HANGING DETAIL CONNECTION NTS NTS PROJECT: TOWN OF SOUTHOLD SUFFOLK COUNTY, NY SPRINKLER HEAD SCHEDULE Southold Highway Storage 1%"0 1,"ID 112 1/2"0 1y2"0 CONCEALED SPRINKLER TEMP RATING PRESSURE BASIS OF DESIGN Barn Replacement MARK UPRIGHT PENDENT TYPE (DEC F) RATING (PSI) I` FACTOR FINISH MANUFACTURER & MODEL i NO YES PENDENT RESPONSE APPROVED 165 175 5.6 CHROME TYCO APPR VED RAVEN EQUAL 275 PECONIC LANE ® PECONIC, NY 11958 ISSUES/REVISIONS 1"ID 111ID 111ID 1"0 111ID Description No. Date ® PENDENT SPRINKL ISSUE FOR REVIEW 1 SEP. 2024 ER � HEAD AND PIPING DOB COMMENTS 2 JAN. 2025 INSTALLED 18'AFF DOB / BID SET 3 02.27.25 (TYP.) . 1110 1"ID G 111ID 1"ID 111ID I I I I CD 3 N " 1"ID INSPECTORS TEST CONNECTION - SEE FURNISH AND INSTALL FIRE SPRINKLER PIPING o ® DETAIL SHEET FS-101 a ABOVE CEILING. C rn 3 U o La -�OR DR ED u DRAWING TITLE: �o UL FIRE SPRINKLERS PLAN - ABOVE CEILING ABOVE CEILING FI RE �® 1 SCALE: 3/16" = 1'.0" SPRINKLER PLAN 3 � o SEAL & SIGNATUF£=: Design By: JG Drawn By: JR/ AR Ct L Approved By: MCJ 7 04` Scale: AS NOTED Ln Date: AUG. 2024 0 0 File No: 24096.000 N %0 Sheet No. N O `' +-i d -�J 97 a � SS14'A� FS 102 FULL SIZED PLOT SIZE:24"x 36" i fork .. k*.^.fftmYr ELECTRICAL - GENERAL PROJECT NOTES GENERAL SYMBOL LEGEND ELECTRICAL ABBREVIATIONS CABLE AND RACEWAY SCHEDULE ' ACCU AIR COOLED CONDENSING UNIT APPLICATION/ r... `. NEW ITEM LOCATION CABLE TYPE RACEWAY COMMENT J ALT ALTERNATE GENERAL EXISTING ITEM SERVICE SINGLE RNC SCH.40 ENTRANCE CONDUCTOR UNDERGROUND, 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE ELECTRICAL SYSTEMS AS INDICATED NEW ITEM, HIDDEN A.T.S. AUTOMATIC TRANSFER SWITCH COPPER, USE-2 RMC ABOVE ON THE DRAWINGS, IN THE SPE,IFICATIONS,AND AS REQUIRED BY CODE. GROUND AU AT UNIT ABOVE GROUND, SINGLE RMC - �`'•` # �� t 2. THE CONTRACTOR, BY PRESENTING THEIR BID FOR THE WORK, REPRESENTS THAT THEY HAS INSPECTED THE SITE AND IS COMPLETELY FAMILIAR WITH THE - - - - - EXISTING ITEM, HIDDEN SCOPE OF WORK AND ALL FIELD CONDITIONS RELATED TO, AND AFFECTING THE WORK AND ITS PERFORMANCE. UNFORSEEN CONDITIONS AFFECTING THE AUTO AUTOMATIC OUTSIDE CONDUCTOR . 2 . - WORK AND ITS PERFORMANCE,OR CONFLICTS BETWEEN FIELD CONDITIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER/ARCHITECT PRIOR TO ITEMS TO BE DEMOLISH/REMOVED COPPER, THE SUBMISSION OF BIDS. AWG AMERICAN WIRE GAUGE THHN-THWN-2 AWk DISCONNECT FROM EXISTING ABOVE GROUND, SINGLE EMT 3. PERFORM ALL WORK IN ACCORDANCE WITH THE ELECTRICAL CODE, FIRE ALARM CODE, AND ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK C CONDUIT INSIDE CONDUCTOR PROJECT STATE AND THE REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION. APPLICABLE CODE EDITIONS SHALL BE THOSE SPECIFIED THE COPPER, LOCATION "REFERENCED STANDARDS"CHAPTER OF THE CURRENT BUILDING CODE. ® CONNECT TO EXISTING CBK CIRCUIT BREAKER THHN-THWN-2 4. COMPLY WITH THE NATIONAL ELECTRIC CODE AND THE REQUIREMENTS OF DIVISION 26 FOR ALL ELECTRICAL INSTALLATIONS. �- MATCH LINE CKT CIRCUIT UNDERGROUND, SINGLE RMC - » INSIDE CONDUCTOR 5. FIRE STOP ALL OPENINGS IN FIRE RATED CONSTRUCTION FOR CONDUIT, ETC. (SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIRE RATED PX VANTAGE POINT OF REFERENCE PHOTO CONT. CONTINUOUS COPPER CONSTRUCTION.) THHN-THWN-2 6. DO NOT SCALE DRAWINGS. DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT �, SECTION SYMBOL (DIRECTION OF CUTVIEW) CTE CONNECT TO EXISTING UNDERGROUND, SINGLE RNC SCH.40, OR ONLY. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE NOT FIXED BY DIMENSIONS, ARE ' ' TOP (T): UNIQUE LETTER/ NUMBER OUTSIDE CONDUCTOR HDPE APPROXIMATE. B BOTTOM (B): DRAWING/SHEET LOCATION] DISC DISCONNECT COPPER, LOCATION M A P 7. COORDINATE CONTRACT DOCUMENTS, THHN-THWN-2 PROJECT REQUIREMENTS, WORK OF OTHERS, AND EQUIPMENT AND MATERIALS PURCHASED WITH FIELD DIMENSIONS, CALLOUT DWG. DRAWING N.T.S. MANUFACTURERS REQUIREMENTS FOR INSTALLATION, OPERATION AND MAINTENANCE, CONTRACTORS INTENDED MEANS AND METHODS OF INSTALLATION, T TOP (T): CALLOUT TITLE CONNECTION TO SINGLE LFNC LIMIT INSTALLATION AND CONTRACTORS FABRICATED ITEMS TO ENSURE A PROPER "FIT" AND INSTALLATION. BRING ANY CONFLICTS TO THE ATTENTION OF THE e EA EACH VIBRATING CONDUCTOR TO 6'. PROJECT DATA ARCHITECT/ENGINEER DURING THE SUBMITTAL PHASE FOR RESOLUTION PRIOR TO PURCHASING ANY EQUIPMENT. BOTTOM (B): DRAWING/ SHEET LOCATIONJ EQUIPMENT COPPER, APPLICANT/OWNER: EC/E.C. ELECTRICAL CONTRACTOR THHN-THWN-2 8. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS AT ALL POINTS. WHERE HEADROOM AND SPACE CONDITIONS APPEAR INADEQUATE, NOTIFY THE EMT: ELECTRICAL METALLIC TUBING, ANSI C80.3 WITH NEMA FB 1 FITTINGS ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH INSTALLATION. MAINTAIN A MINIMUM OF 6-8 CLEARANCE FROM FINISHED FLOOR TO UNDERSIDE OF EF EXHAUST FAN ENT: ELECTRICAL NONMETALLIC TUBING, NEMA TC 13 WITH NEMA TC 3 FITTINGS CONDUITS,SUSPENDED EQUIPMENT, ETC.,THROUGHOUT ACCESS ROUTES IN MECHANICAL ROOMS. � HDPE: HIGH DENSITY POLYETHYLENE CONDUIT, NEMA TC 7 TAX MAP NUMBER: ELEC. ELECTRICAL 1000-074.00 -05.00-015.000 9. FIELD VERIFY AND COORDINATE ALL EQUIPMENT AND CONDUIT DIMENSIONS BEFORE INSTALLATION . MAKE MODIFICATIONS IN THE LAYOUT AS NEEDED TO LFNC: LIQUIDTIGHT FLEXIBLE NONMETALLIC TUBING, UL 1660 TOTAL SITE AREA: PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. OBTAIN THE APPROVAL OF THE ARCHITECT/ENGINEER FOR EQ. EQUAL RMC: GALVANIZED RIGID STEEL CONDUIT,ANSI C80.1 WITH NEMA FB 1 FITTINGS MODIFICATIONS. RNC: PVC, SCHEDULE 40 OR 80 WHERE NOTED, NEMA TC 2 WITH NEMA TC 3 ZONING: 10. PROVIDE PRODUCTS OF ONE MANUFACTURER WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF MATERIAL OR EQUIPMENT IS REQUIRED. EQUIP. EQUIPMENT FITTINGS USE: 11. INSTALL ALL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE EX. EXISTING ENGINEER: CODES AND REGULATIONS. REFER TO DETAILS FOR ADDITIONAL PIPING AND EQUIPMENT INSTALLATION REQUIREMENTS. FA FIRE ALARM ELECTRICAL BOXES AND HANDHOLE SCHEDULE 12. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL ELECTRICAL BOXES, ADAPTERS, FDR FEEDER APPLICATION/ ENCLOSURE ETC. REQUIRED FOR FINAL CONNECTIONS TO EQUIPMENT. LOCATION MATERIAL RATING COMMENT 13. COORDINATE LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS WITH ALL OTHER TRADES. COORDINATE ALL CONDUIT AND EQUIPMENT FL FLOOR WIREWAY, ABOVE GALVANIZED NEMA 3R SUPPORTED FROM STRUCTURE WITH GENERAL CONSTRUCTION WORK. FT FOOT GROUND, OUTSIDE SHEET METAL, L. K. MCLEAN ASSOCIATES 14. MAKE ALL ATTACHMENTS TO JOISTS, TRUSSES, OR JOIST GIRDERS AT PANEL POINTS. PROVIDE BEAM CLAMPS MEETING MSS STANDARDS. THE USE OF ENAMEL FINISH ENGINEERING & SURVEYING, D.P.C. C-CLAMPS IS NOT PERMITTED. FSD FIRE SMOKE DAMPER WIREWAY,ABOVE GALVANIZED NEMA 1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 GROUND, INSIDE SHEET METAL, IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 15. PROVIDE CONCRETE PADS FORALL FLOOR MOUNTED EQUIPMENT. EXTEND PAD 4 INCHES BEYOND THE EQUIPMENT ON ALL SIDES. G GROUND ENAMEL FINISH DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ OUTLET, DEVICE, GALVANIZED _ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 16. FURNISH AND INSTALL ALL SLEEVES FOR CONDUIT FLOOR,WALL, PARTITION,AND ROOF PENETRATIONS. GC. GENERAL CONTRACTORE AND SMALL PULL SHEET METAL HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY i HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 17. WHERE DISAGREEMENTS OR DISCREPANCIES OCCUR BETWEEN THE PLANS AND THE SPECIFICATIONS, OR WITHIN EITHER DOCUMENT ITSELF, THE ITEM OR GALV. GALVANIZED AND JUNCTION NEMA OS 1 DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND ARRANGEMENT OF BETTER QUALITY,GREATER QUANTITY OR HIGH COST SHALL BE INCLUDED IN THE BASE BID. BOX, ABOVE SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. GFCI GROUND FAULT CIRCUIT INTERRUPTER GROUND, INSIDE MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY LEGENDS/ABBREVIATIONS NOTES HP HORSE POWER OUTLET, DEVICE, CAST METAL, NEMA - - ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC AND SMALL PULL FB 1 TYPE FD WITH ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. ABBREVIATIONS AND SYMBOLS ON THIS SHEET DO NOT DEFINE THE SCOPE OF WORK. HZ HERTZ AND JUNCTION GASKETED BOX,ABOVE WEATHERPROOF PROJECT: J-BOX JUNCTION BOX GROUND, OUTSIDE COVER GENERAL ELECTRICAL NOTES KVA KILO VOLT AMPERE ENCLOSURES (FOR GALVANIZED NEMA 1 - TOWN O F SO UTH O LD 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT ELECTRICAL FIXTURE LOCATIONS. SWITCHES, SHEET METAL,KW KILO WATT PANELS, ENAMEL FINISH SUFFOLK COUNTY, NY 2. FINAL LOCATION OF CEILING MOUNTED EQUIPMENT SHALL BE IN ACCORDANCE WITH ARCHITECTURAL REFLECTED CEILING PLANS. EQUIPMENT, ETC.), MAX MAXIMUM INSIDE 3. FOR EXACT LOCATIONS OF ALL ELECTRICAL OUTLETS AND LIGHTING FIXTURES SEE ARCHITECTURAL FLOOR PLANS,DETAILS AND ELEVATIONS. ENCLOSURES (FOR GALVANIZED NEMA 3R - MC OR M.C. MECHANICAL CONTRACTOR 4. FOR WIRING IN METAL PARTITIONS WHERE EMT IS IMPRACTICAL, FLEXIBLE STEEL CONDUIT GALVANIZED, MINIMUM 3/4"SHALL BE USED. SWITCHES, SHEET METAL, PANELS, ENAMEL FINISH MCB MAIN CIRCUIT BREAKER 5. ELECTRICAL CONTRACTOR SHALL REVIEW ARCHITECTURAL, HVAC AND PLUMBING DRAWINGS TO MAKE THEMSELVES AWARE OF THE FULL EXTENT OF THIS EQUIPMENT, ETC.), Southold Highway Storage WORK. MIN MINIMUM OUTSIDE MISCELLANEOUS UNDERGROUND POLYMER - -6. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING A FULL SET OF BID DOCUMENTS TO UNDERSTAND THE TOTAL JOB BEFORE SUBMITTING HIS Misc. HAND HOLE, CONCRETE WITH Barn Replacement PRICE. MLO MAIN LUG ONLY NON-TRAFFIC BOLTED COVER 7. ELECTRICAL CONTRACTOR SHALL VERIFY SWITCHES, RECEPTACLES AND PLATE FINISHES WITH THE ARCHITECT BEFORE PERFORMING HIS INSTALLATION, ALL BEARING TAGGED FOR COVER PLATES SHALL BE AS SPECIFIED BY ARCHITECT. N NEUTRAL APPROPRIATE UTILITY 8. IF REQUESTED, ELECTRICAL CONTRACTOR SHALL SUBMIT SAMPLES OF SWITCHES, RECEPTACLES AND PLATES TO ARCHITECT BEFORE PERFORMING HIS NO NORMALLY OPEN NOTES: INSTALLATION. N.T.S. NOT TO SCALE 1. SIZE BOXES PER NFPA 70,ARTICLE 314.9. COORDINATE WITH OTHER TRADES TO DETERMINE THE EXACT LOCATION OF MOTORS, MOTOR TERMINAL BOXES,AND OTHER EQUIPMENT TO BE INSTALLED BY 2. OUTLET AND DEVICE BOXES TO BE SIZED FOR ONE ADDITIONAL DEVICE. 275 PECONIC LANE OTHER TRADES BEFORE CONDUIT WORK IS STARTED. O.C. ON CENTER PECONIC, NY 11958 10. LOW VOLTAGE WIRING SHALL NOT BE PERMITTED IN THE SAME RACEWAY AS POWER WIRING. PC PLUMBING CONTRACTOR 11. CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT ALL RACEWAYS AND WIRING FROM EQUIPMENT, DEVICES AND LIGHTING FIXTURES TO ITS SOURCE OF REQ'D. REQUIRED BRANCH CIRCUIT AND FEEDER SCHEDULE ISSUES/REVISIONS POWER AND CONTROLS. VERCURRENT Description No. Date 12. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF FINISHED CONSTRUCTION PRIOR TO FABRICATION AND INSTALLATION OF FIXTURES AND EQUIPMENT. RM. ROOM O PROTECTION LINE (MIN)" GROUND RACEWAY(MIN) ISSUE FOR REVIEW 1 SEP. 2024 13. BEFORE SUBMITTING A BID PROPOSAL,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE JOB AND SITE CONDITIONS. SPEC. SPECIFICATIONS DOB COMMENTS 2 JAN. 2025 14. MOUNTING HEIGHTS OF EQUIPMENT AND DEVICES SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. WHERE MOUNTING HEIGHTS ARE NOT GIVEN SW SWITCH 15 12 12 3/4" DOB / BID SET 3 02.27.25 ON THE ARCHITECTURAL OR ELECTRICAL DRAWINGS, UTILIZE THE FOLLOWING MOUNTING HEIGHTS UNLESS OTHERWISE NOTED (ALL DIMENSIONS TO TEMP. TEMPORARILY 20 12 12 3/4" CENTERLINE OF BOX): 14.1. RECEPTACLES(WALL MOUNTED)-18"AFF TXMR TRANSFORMER 30 10 10 3/4" " 14.2. RECEPTACLES (COUNTER F'EIGHT)-HORIZONTAL 6"ABOVE COUNTER TELEPHONE/DATA OUTLETS-SAME HEIGHT AS RECEPTACLES TYP. TYPICAL 40 8 10 1 14.3. WALL MOUNTED TELEPHONES-48"AFF MAXIMUM MEASURED TO THE HIGHEST OPERABLE CONTROL 50 8 10 1" U.O.N. UNLESS OTHERWISE NOTED 60 6 10 1" 14.4. LIGHTING SWITCHES AND CONTROLS-48"AFF MAXIMUM MEASURED TO THE HIGHEST OPERABLE CONTROL.LIGHTING 14.5. FIXTURES(AREAS WITHOUT CEILINGS)-9'-6"AFF UGE UNDERGROUND ELECTRIC CABLE 80 4 8 1-1/4" 14.6. FIRE ALARM AUDIONISUAL AN STROBE UNITS-THE LOWER OF 80"AFF OR 6"BELOW FINISHED CEILING V VOLT OR VOLTAGE 100 3 8 1-1/4" 14.7. MANUAL FIRE ALARM STATIONS-48"AFF. 125 1 6 2" VERT. VERTICAL 0 11 15. PROVIDE DRAG LINES IN ALL EMPTY RACEWAYS. V.I.F. VERIFY IN FIELD 150 1/0 6 2„ w 175 2/0 6 2 0 16. ALL CONDUITS FOR BRANCH CIRCUITING AND/OR COMMUNICATIONS CABLING,SHALL BE IDENTIFIED AS INDICATED IN THE PROJECT SPECIFICATIONS.a W WATT 200 3/0 6 2-1/2" 3 17. THE MINIMUM RATING OF DISCONNECT SWITCHES SHALL BE EQUAL TO OR GREATER THAN THE RATING OF THE PROTECTIVE DEVICE ON THE SUPPLY SIDE OF 225 4/0 4 2-1/2" � THE DISCONNECT SWITCH. WP WEATHERPROOF 250 250 MCM 4 3" 1 r l I I ff< c 18. MINIMUM DISCONNECT SWITCH SIZE IS 30 AMPERES. W/ WITH 0 300 350 MCM 4 3-1/2" a 19. WHERE MULTIPLE SWITCHES AND RECEPTACLES ARE INDICATED AT THE SAME LOCATION,THEY SHALL BE MOUNTED BEHIND A COMMON FACEPLATE. 350 400 MCM 3 3-1/2" *' 20. WHERE LIGHTING SWITCH INDICATIONS ARE NOT SHOWN, SWITCHES SHALL BE CONNECTED TO CONTROL ALL SWITCHED FIXTURES WITHIN THE 400 500 MCM 3 4" DRAWING TITLE: CORRESPONDING SPACE.w *CONTRACTOR SHALL INSTALL THE MINIMUM WIRE SPECIFIED, OR GREATER AS � REQUIRED FOR VOLTAGE DROP. CALCULATIONS TO BE PERFORMED BY THE 21. UNLESS OTHERWISE NOTED, THE EXACT LOCATION, TYPE AND MOUNTING HEIGHT OF LIGHTING FIXTURES SHALL CONFORM TO THE ARCHITECTURAL CONTRACTOR. ELECTRICAL NOTES C REFLECTED CEILING PLANS. 0 >' LEGENDS, AND TABLES v) 22. COORDINATE EXACT LOCATION OF ALL NEW FIRE ALARM SYSTEM NEW DEVICES WITH ARCHITECT AND OTHER TRADES PRIOR TO INSTALLATION. ANY EXISTING 3 WORK DAMAGED AS A RESULT OF PERFORMING THE WORK OF THIS CONTRACT SHALL BE REPAIRED OR REPLACED AS REQUIRED. SEAL & SIGNATURE-: Design By: JG E = 23. ELECTRICAL CONTRACTOR TO PROVIDE CONTROL CONDUIT AND WIRING,AS REQUIRED, BETWEEN MECHANICAL EQUIPMENT,CONTROL EQUIPMENT, ETC. . ENERGY ANALYSIS AND COMPLIANCE STATEMENT Drawn By: JR/ AR to 0 24. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR SPECIFICATIONS ON CONTROL WIRING. Approved By: MCJ o �Q Scale: AS NOTED cn TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS �' �,$� ' Date: AUG. 2024 In o AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 ENERGY CONSERVATION ` , N ~' 9 , �' File No: 24096.000 N CONSTRUCTION CODE OF NEW YORK STATE. Sheet No. N pp A ' 7 �, E-001 FULL SIZED PLOT SIZE:24"x 36" i I EC TO COORDINATE WITH PSEG AND DISCONNECT EC TO INSTALL NEW SERVICE ty1AST WITH l EXISTING 200A OVERHEAD SERVICE PRIOR TO —_.___-------- _. WEATHER HEAD& METER PAN,AND ". BUILDING DEMOLITION. RECONNECT EXISTING 200A O.H.SERVICE P-1 PANEL SCHEDULE I " VOLTAGE: 1201208 PHASE: 3 WIRE:4 LOCATION: STORAGE FACILTY j F •^ MAIN RATING: 200A MCB KAIC:22 MTG: SURFACE 1 k" t a " ........_._._....,..,_..............__,._..........._..........__._...._.......___. W..1.......,.___........_.........._.._._,_.._....__................_.........,............,..........._.,..............,...........,...............,.....,,.,._.............._...,..,......_...............,...,..,,..-.t........�i:................... ............................................... .- ... .. .... ... .. ..,,....._...................... ............................... ....... ..,_,.,.....Pw1..._.._._.....„W...„........_.............,.,.................,., .. POLE DESCRIPTION C.B. C.B. DESCRIPTION POLE 25 J f __.....__._......____......._....,,_..............._............_._.__._. 25 __....... «._..,..._ ....____.........___. ..._..................L . �_..,,..___....___.........._. J_.,. ....1 .. 1 LIGHTING /GENERAL LIGHTING GENERAL >.,, : � �:' ,�' : : : - :. : ... ;,...... ".::::.::::' :'..::::::::..._:..:::::::'::' :::::....... ........... .............. .......... ........... _.....,....�-»:..,.. >� ,:.. �,;r�-, PROJECT � 20 20 (GENERAL) 2 f' It ,:_ ,I" ! .C .,,.. ....,,, _ ..._.:€I: , ::::;•; I� gi'` E ..< .€;, ........ ................._, ,,.,.il, ,._ , ............................................................................................................................................................................... .......................................................................................................................................................... .. ,..., .. ............................................................................................ __.. ............ LOCATION 3 LIGHTING (GENERAL) 20 20 EXTERIOR LIGHTING 4 P-1 P-1 P-1 P-1 P-1- 20 5 EMERGENCY LIGHTING 20 20 LIGHTING (GENERAL) 6 3 21 4 ? 3 . .• f �,,: .... :X....'. 7 RECEPTACLES (GENERAL) 20 20 RECEPTACLES (GENERAL) 8 MC TO SUPPLY UH AND I ' EC TO WIRE LINE VOLTAGE POWER FOR CONTROL COMPONENTS, EC 9 RECEPTACLES (GENERAL) 20 20 RECEPTACLES (GENERAL) 10 ODR OPENER IN ACCORDANCE WITH ! TO WIRE.ALL(TYP) S ! Xg • 555 MANUFACTURERS INSTALLATION CATION ::.....::::: :::::::::::. 11 SPARE 20 20 LIGHTING (GENERAL) 12 I IN�TRUCTIOI'b . COORDINATE COJTfROL :::::::,:::::::::::- :-::, ,' L`1 : :- WIRING INSTALLATION AND OD€R OPENER 13 EF-1 (1/3 HP) 20 20 EF-2 (1/3 HP) 14 � � ,.� ' ( P-1 TESTING WITH GC(TYP 6 LOCATIONS). � REPORTED 200A FEEDER FROM EXISTING P~1', "` LOCATION M A P 15 EF-3 1/3 HP 20 16 g C 1 ,y, ( ) I ON-SITE OFFICE BUILDING TO BE GENERAL AIR PRODUCTS 4 i 20 UH-1 (3 kW) _ fR . 17 SPARE 20 1 g DISCONNECTED AND REMOVED BY TOWN COMPRESSOR LINE STARTER N T S I ! I FORCES OL12516AC OR APPROVED EQUAL. PC WIC i TO SUPPLY DISCONNECT, EC TO WIRE ._....= ..,` PROJECT DATA 19 DOOR OPERATOR(3/4 HP) 20 20 DOOR OPERATOR(3/4 HP) 20 I U! ! : ! APPLICANT/OWNER: 21 DOOR OPERATOR(3/4 HP) 20 20 DOOR OPERATOR(3/4 HP) 22 I !27 I OVERHEAD DOOR EA: TI��°CK OVFRHF�:D DOOR 6.TI�Aq< OV rHEA DOOR F ;RAC`,., ! .................... ............... ............... .............. ................ ............... ................ ..................: .•................ ................ ............... ................ ............... ................ ............... ...................i ............... .............. .... i,....., 23 DOOR OPERATOR(3/4 HP) 20 20 DOOR OPERATOR(3/4 HP) 24 ! I ! l... is 3 ii 25 EXTERIOR RECEPTACLES 20 20 SPARE. 26 i '::n! TAX MAP NUMBER: 1000 -074.00 - 05.00 -015.000 27 FIRE SPRINKLER COMPESSOR 20 20 SPARE 28 - TOTAL SITE AREA: 29 EXIT LIGHTING 20 20 FIRE ALARM CONTROL PANEL 30 ZONING: 31 SPARE SPARE 32 !i USE: P-1 p P- 33 SPARE SPARE 34 E 2 f" 13 a" "t3 3 ENGINEER: y: 1 EF-1 35 SPARE SPARE 36 -,::. ,. ...,...n ::,...., 37 SPARE SPARE 38 MC TO SUPPLY DISCONNECT, EC TO WIRE i LINE VOLTAGE AND CONTROL WI''SING{TYP) 39 SPARE SPARE 40 I /. ! ' L. K. McLEAN ASSOCIATES ENGINEERING & SURVEYING, D.P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 POWER SYMBOL LEGEND g °' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY z; P-1 i P-1 ' �, E^ ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ALT 1 ! ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO SYMBOL EQUIPMENT CODES COMMENTS i :!'. HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY TAG HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC —1 DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND ;- 16,18 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A s' ELEC. EQUIPMENT RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. GENERAL ELECTRICAL EQUIPMENT, SEE ABBREVIATION McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE �x XXXX XXXX: SEE ABBREVIATION ,_ ; : I €F F1 t P-1 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY LEGEND FOR TEXT DESIGNATIONS g i+:,,�«„ LIST :<.;,...... «:::. ..::: :.: . ... :: ..::: :f 3 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ELEC PANEL L.K. McLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. P-XXX SURFACE MOUNTED ELECTRICAL PANEL E � - - XXX: PANEL DESIGNATION REFER TO PANEL SCHEDULE FOR CONFIGURATION DETAILS I SURFACE MOUNT I ;: PROJECT: P XXX ELEC PANEL RECESSED ELECTRICAL PANEL ® - xxx: PANEL DESIGNATION REFER TO PANEL SCHEDULE FOR CONFIGURATION DETAILS ! TOWN O F S O UTH O LD RECESS MOUNT ! ! I.... P-1 ' E(`-2 t P-1 P-11 " SUFFOLK COUNTY NY SIMPLEX RECEPTACLE SIMPLEX RECEPTACLE, 20A, 125V, 2P, 3W(GROUNDED), j 2 14 4 �A A A: PANEL NEMA 5-20R"WP" DENOTES WEATHER PROOF ENCLOSURE B B B: CIRCUIT "IT"DENOTES DEDICATED IT POWER OUTLET DUPLEX RECEPTACLE DUPLEX RECEPTACLE, 20A, 125V, 2P, 3W(GROUNDED), NEMA A A A: PANEL 5-20R"WP" DENOTES WEATHER PROOF ENCLOSURE"IT" B B M� B: CIRCUIT DENOTES DEDICATED IT POWER OUTLET UADRAPLEX RECEPTACLE QUAD RECEPTACLE 20A 125V 2P 3W GROUNDED NEMA 5 Southold H' h B A Q Q (GROUNDED), ».. Highway Storage A: PANEL -20R. "AV" DENOTES DEDICATED AV POWER OUTLET"IT" ,,, -- B ( ........_...............! I .............. �! r B: CIRCUIT DENOTES DEDICATED IT POWER OUTLET '`''"""" » Barn Replacement GFCIRECEPTACLE i A A DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTOR, O B B A: PANEL 20A, 125V, 2P, 3W(GROUNDED), NEMA 5-20R µ B: CIRCUIT I P-1 GFCI RECEPTACLE,WP ENC. DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 1 31 " WO B A A: PANEL 20A, 125V, 2P, 3W(GROUNDED), NEMA 5-20R,WITH INSIDE ' B B: CIRCUIT WEATHERPROOF IN-USE NEMA 3R ENCLOSURE GFCI RECEPTACLE COUNTERTOP MOUNTED DUPLEX RECEPTACLE, 20A, 125V, `' 275 PECONIC LANE A A: PANEL 2P, 3W(GROUNDED), NEMA 5-20R. COORDINATE MOUNTING PECONIC, NY 11958 B B: CIRCUIT HEIGHT WITH ARCHITECTURAL DRAWING. SAFETY SWITCH A A HEAVY DUTY SAFETY SWITCH, NEMA 1 ENCLOSURE UNLESS ISSUES/REVISIONS �B A: POLES B OTHER SPECIFIED B: AMPS I..._ I..___� _._. ....._.._....:....._.. Description No. Date FUSED SAFETY SWITCH �A A A: POLES HEAVY DUTY FUSED SAFETY SWITCH, NEMA 1 ENCLOSURE i b15 ISSUE FOR REVIEW 1 SEP. 2024 B/C B:AMP FRAME UNLESS OTHER SPECIFIEDC:AMP FUSE21 ` " P -x� DOB COMMENTS 2 JAN. 2025 r: DOB / BID SET 3 02.27.25 MOTOR F, O B B A: HIP - B: PHASE f J GENERAL EQUIPMENT CALLOUT Q ( )A EQUIPMENT DESIGNATION (A) C1 RII;:.: D{30R.... iR ,..,K UPI FA"- IOC': E..,..: '; � v .:<I1f. . LI :&"1.I��'�CK ............... ................ ............... ............. ............... ............... . ........... ............... ................ .............'. ................ .............. (B) EQUIPMENT LOADING IN KVA OR HP B KVA, (C)V, (D)P, (E)W (C) EQUIPMENT UTILIZATION VOLTAGE ( ) E (D) NUMBER OF POLES (F) (E) NUMBER OF WIRES `== (F) RELEVANT NOTES 3 7 i 4 ! P-1 3 P-1 v ! 3 X .�,sum,., ..,.. « � «�. ••' «s: �.,�«�� I p M ! Uj 3 ...rh S _O ( i ( i I P-1 P-1 , P-1 P-,1 P-1 , P-1 P-1 E ( 2 22 1 21 3 24 4 ::< I ! ! 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P-1 ___._. -......................_....._...__..__........._.__.._....._..._.........__.._._._....._..._......__._.._.....__._._._ ____...__._,.__,_.......___.........__..... ..._.. ..... _. .......... ....... _.... ..... . ......... ........_... ___... . .. ...... . ......... ....,......._...........-............................25.._...._...._.....-..,_-..-..-....-,....._.........,.__._....__ DRAWING TITLE 'v LL i f U, POWER PLAN ELECTRIC POWER PLAN DSCALE: 3/16" = V-0" .21 E _ Drawn By: JR/ AR SEAL & SIGNATUF Design By:_ JG to o r Approved By: MCJ ,i = A� Ss Scale: AS NOTED V) : ¢ Date: AUG. 2024 N o File No: 24096.000 N b N Sheet No. 97 SIO, " FULL SIZED PLOT SIZE:24"x 36" Symbol Qty Catalog Number Description Lamp Lumens LLF Watts ' '`' � _..._..P_-1.._ ........p_W1. ... . ....... ............ ......_._......__..... ...__. ...............__..........._..,_..........,.___...___.._....._.._..........._. BEAM LED 16 X45 °' ''.,_....... _._..... ..........._... ......_. ..__P1 ,_.__........_. . is 29 1,1 1,1 �'1..._...................................................._.._............._............._...__....__..........p1 ._.. .. P1 ........... .... WITH 12,000 NOMINAL LUMENS 1,1 1,1 1,1 29 �\ WIDE DISTRIBUTION _W _. ............. _.......__.._.._........__Y -1.... .__._.. . .................,_._.,........__......r -,:::, .::....:. WS' 1 4 125 .. _.__.____.___. __. _.__............_.� ............_......._ __._.... ... WP-1' ul .............. ......... ........... <..... :...........:.... .... . .�.._._........_ .. .......... ......... C .. ._ 24 IBL 12L WD SD125 LP740 DLC ........ ..� .•µ.. PROJECT LF1 LED 4000K Absolute 0.90 ........ ........... ._. 4000K 70 CRI LEDS, DLC CERTIFIED, _1!I I1 �1__.....___.._........._. ....._.... _._..__._.. L':' :,I Hx__....._ _..........I................_........ . .,.I k• ......_ .; ................................................................................................................ ........................ ..... �. LOCATION AND SEMI-DIFFUSED ACRYLIC LENS W/BATTERY rr i ; I 4c, 4 4e�,4 t 3 3 4 n.$�4d'> `t'd` 3M'`�I `t�4=..�,� :c:.e r �;„w��• g LED, WALL MOUNTED DARK SKY COMPLIANT WALL f ! I WP 11 6 14 INCH X 9 INCH LED 5969K 3967 - 45.1 I / t, PACK LIGHTING h W/BATTERY ✓ j j r.,........._....... arc; '.: DARK SKYCOMPLIANTLED, WALL MOUNTED I'-1 P-1 :.-: p 1 ..,.,, :: : (' ::::::::: ............ WP_ 4 WALL 14 INCH X 9 INCH LED 5039K 2716 - 32.8 "; LF1 ::::::: :' P 1 LF1 I I .. ,.. PACK LIGHTING 3,fi 4,3 LF1 5,121=1 ,' / W/ BATTERY. ! i I ! ». LOCATION M A P THERMOPLASTIC EXIT UNIVERSAL p� 4 XE2RW-EM-USA LED - - 3.8 _ WALL MOUNT, BATTERY BACKUP ! ! N.T.S. I I - PROJECT DATA .,... f ; APPLICANT/OWNER: OVERHEAD DOOR f`. TRACK �..... OVERHEAD DWOR I�TRACK � � h OVERHEAD D;6CR .: TRr•:CK. ;, '-1� 7,3 # LIGHTING SYMBOL LEGEND Li TAX MAP NUMBER: 1000-074.00- 05.00-015.000 ... TOTAL SITE AREA: SYMBOL ALT ZONING: ^^^^ TAG CODES TAG ! USE: SNAP SWITCH P-1 �? p_ 1 p 1 P-1 .,,_, 2,2 LF1 I ENGINEER: x A: 1 -SINGLE POLE 3,6 LF1 e 3" l_F1 5,12 LF1 -x' 2-TWO POLE II ............................ ' r 3-THREE WAY A A 4- FOUR WAY !� B €, V- LINE VOLTAGE VACANCY SENSOR T- LINE VOLTAGE ASTRONOMICAL TIME SWITCH _ L. K. MCLEAN ASSOCIATES LV1 -LOW VOLTAGE SWITCH ; B: SWITCH DESIGNATION ;, ENGINEERING & SURVEYING, D.P.C. ! CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 LIGHT FIXTURE ::s%: IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY (SEE LUMINAIRE SCHEDULE FOR EXACT SYMBOL) ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ x,x,L#,E# A X: FIXTURE DESIGNATION I ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO x : SWITCH DESIGNATION �:: HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY F] X,L# I HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION: AND A SPECIFIC L#: LIGHTING CIRCUIT i. r DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND E#: EMERGENCY BATTERY CHARGER CIRCUIT s r SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A A: PANEL I P-1 .,,:,, RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. P-1 P-1 '" P-1 ( 2 Il F1 LF1 P-1 LF1 !I MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 5,12 LF1 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY I { ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC P-XXX ELEC PANEL 1 c L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. ® - XXX: PANEL DESIGNATION SURFACE MOUNT PROJECT: -� ELEC PANEL P xxX '' ` TOWN OF SOUTHOLD - XXX. PANEL DESIGNATION i RECESS MOUNT, _ I SUFFOLK COUNTY, NY 11) OC _ CEILING MOUNTED OCCUPANCY SENSOR(LOW VOLTAGE) .µ L,. i PC _ WALL AND CEILING MOUNTED PHOTOCELL SENSOR(24VDC INPUT) P-1 P-1 Southold Highway Storage �s I P1 p1 I 2,2 F1 3,6 LLF, 4,3 l;l1 5,12 L•F1 , �•„ ; ® Barn Replacement CEILING MOUNTED EXIT LIGHT BA: PANEL B: CIRCUIT WALL MOUNTED EXIT LIGHT BA: PANEL B: CIRCUIT 275 PECONIC LANE ` PECONIC, NY 11958 NOTES: 1. REFER TO LIGHTING FIXTURE SCHEDULE ON ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. •"'-~- '-- _'.-W-', 2. FOR LIGHTING LAYOUTS, SWITCH LOCATIONS, FIXTURE DETAILS AND WIRING, REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. ISSUES/REVISIONS 3. FOR ALL EMERGENCY LIGHT FIXTURE, PROVIDE ADDITIONAL UNSWITCHED,HOT WIRE CONNECTION FROM ..: A' LIGHTING CIRCUIT OR ADJACENT RECEPTACLE CIRCUIT. s P-1 ,,... P-1 P-1 -- ::::: P 1 #.... :::.. Description N o D to Da 2„2 m�-'- 3,(3 4,3 L�? 1-2F1 ISSUE FOR REVIEW 1 SEP. 2024 DOB COMMENTS 2 JAN. 2025 ( DOB / BID SET 3 02.27.25 , E i CVEP.H MAD€iw R L.TRACK OVERI.pE;iD DOOR & .1.. r-K C'.x€:Rs`•:_'AD DO 8: i RA C ............... ............... ............. .............. ................ . ........... ............... ............ ............... ............ ......... _ '. ........... ...... ...... ........ ............. ............... ................ .............. j I yr, I f : ° Ili I i 7 X O 1 p—1 P`1 P_ rl P-1 #_F1 3,6 LF1 4,3 LF1 5,12 LF1. 1 oiim , r. I vi i OCD i I CIL f 4 4 4�13 I3 c� 2'34s 5 b � 4 4 4 4 " ......... ............................................................................................................................................................ ........ ......................................................................... 6':;................................................................................ .. ...................... I% 4 �J r� l I! 4 :... ...... ........................ ........................ ......................... ............................... ... ........................... ......................... .......... ...E 119 : P 1 P-! P 1 P 1 P-1_ P-1 P-1 29..._...._.__...._ - _. __._._. _....._...... ._......_.........._._... ...._._ .. . ..........._................................___.._..........................._..._._..,....................,................................................. _............_....__ A.__.....__._....._.__.,__..._... .. .............. ............. . .. _............................,_.._.,...__........._.......... 1................__... ......_._...... 2C; ._................_... y1....._......_.__............................ DRAWING TITLE: v , �o LL CM fo L. ELECTRICAL LIGHTING � 1 LIGHTING PLAN P rn , LA N 0 E o SEAL & SIGNATUPP: Design By: JG Drawn By: JR/AR Approved By: MCJ �� `- �� " Scale: AS NOTED In o '` Date: AUG. 2024 N File No: 24096.000 o Sheet No. C) rn N 0 )-, F FULL SIZED PLOT SIZE:24"x 36" f � a ''�elnnoxinw�, dodgy ... ��' f 6�'•� d Ceiling x " Minimum, 12" Maximum Wall Mounted Smoke Detecto (Ceiling Mounted Detectors Preferred) "Minimum when Fire Alarm Strob ceiling height is less LOCATION M A P than 80" N.T.S. -80 Fire Alar Manual Pull Station 96" Minimum Maximum PROJECT DATA Miscellaneous APPLICANT/OWNER: Telephone Outlet TAX MAP NUMBER: 1000 -074.00 -05.00-015.000 ThermostatTOTAL SITE AREA: o o ao ZONING: USE: Receptacle ENGINEER: Wall Switch Data Outlet 48"Maximum Unless Located Above"Obstruction"Such As L. K. MCLEAN ASSOCIATES A Counter, Then 42" Maximum. ENGINEERING & SURVEYING, D.P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 Oe IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE • O 0 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ E ENGINEER IS ALTERED, THE ALTERING ARCHITECT`ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY E HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC C DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND F- SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. Finished Floor MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC 1. NOTE: MOUNTING HEIGHT OF DEVICES SHALL BE IN ACCORDANCE WITH THE'AMERICAN WITH ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. DISABILITIES ACT'.ALL MOUNTING HEIGHTS ARE MEASURED FROM FINISHED FLOOR TO PROJECT: CENTER OF DEVICE. MOUNTING HEIGHTS SHOWN ON THE ARCHITECT DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE.VERIFY EXACT MOUNTING HEIGHT REQUIRED WITH ARCHITECT AND INSTALL ACCORDINGLY. TOWN N OF C c J O UTH O LD I VSVUIFVFOLIK COUNTY, NY TYPICAL MOUNTING HEIGHTS NTS Southold Highway Storage Barn Replacement 275 PECONIC LANE PECONIC, NY 11958 ISSUES/REVISIONS Description No. Date PROVIDE ENGRAVED ON ISSUE FOR REVIEW 1 SEP. 2024 NAMEPLATE LINE: PANEL DOB COMMENTS 2 JAN. 2025 H41A-1,3,5(20A-3P) DOB / BID SET 3 02.27.25 LOAD: EF-1 VIA VFD PROVIDE ENGRAVED NAMEPLATE WHEN DISCONNECT SWITCH DO NOT OPEN FEEDS A VFD SWITCH WHEN VFD IS POWERED,VFD WILL BE DAMAGED rn OFF 0 3 m � X 0 w LIGHT SWITCH RECEPTACLE 1 DISCONNECT ® M C SWITCH L= Panel Designation '0 r - _ g #- Circuit Designation #-Circuit Designation 0 v 2 TYPICAL DISCONNECT SWITCH LABEL 3 DEVISE PLATE - CIRCUIT LABEL a NTS NTS DRAWING TITLE: a� 0 Ln ELECTRICAL DETAILS LM SEAL & SIGNATUR : Design By: JG M o (( Drawn By: JR/AR %D i Approved By: MCJ o � Scale: AS NOTED V) * b; Date: AUG. 2024 0 0 t File No: 24096.000 N ko Sheet No. 97 aSSS E 901 FULL SIZED PLOT SIZE:24"x 36" .. I f Fi •s' wr.S b� a �. FIRE ALARM SYSTME NOTES PROJECT NOTES >° PC TO SUPPLY AND INSTALL, `� Y _.__.......,._ .__ _ _... WIRE >' EC T GENERAL CODE COMPLIANCE _. __ _ ___. ... __........__..._..,......_.._......._........_.._._.......„_................__.._.........,.__.._.__._„_..__...._,...,.::._.__„._....._.._._._........_.._................,........,.._..,........,...,.............. _....... _........._..............................._.__.....__.._........_ ___._.__._ __..........__.... NOTIFICATION APPLIANCES f ........................ ....._._.. .............. .......... ......... ..__... .._ \,...... , ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NEW YORK STATE ALL NOTIFICATION APPLIANCES SHALL BE INSTALLED PER NFPA 72 FOR AUDIBILITY AND 5 ........... .........._ .,....., ..........,..., e.,.:..,,,,..,....,.....,...,.......,,.........,......,......,,......,.....,,...,,..........,.. .. msn:m awsar zsn, zc.:^..,- ,:.:,... .......... ....,,.,..,.........,,,,,,..,...........,,..,..,... .....,. .. ...,.. ...... .7E. _ BUILDING CODE FIRE DE ELECTRICAL .• :..:.,..„J ......... .. ................................_........._. y ,:k �� ��� ........_..... .._... ............... . _._..,... -..,..,....... .............. .._....,, .. .•. ,. •CO CTRICAL CODE NFPA 72 NATIONAL FIRE ALARM AND VISIBILITY.STROBE LIGHTS SHALL BE SYNCHRONIZED AND SOUND LEVELS SHALL MEET THE ....................................................................................... .................................................................... ...... ¢ . �._.... ...� � F ( j p¢ t ~ MINIMUM REQUIREMENTS SPECIE N E TS. ` ,.,......_... :,r ;#...........; {. I: ,,_.....,.....,__..........i;1............._..._.. �: I= r''li`.,... . ....._. µ-. ............ ........kf: "# %;(I�J.1....,..1lzl,.. 3 ..._ °'.:;:'; :. SIGNALING ODE NFPA LED I THE PROJECT DOCUMENTS. �a....S G C A 70 NATIONAL ELECTRICAL A CT C L CODE AND ALL OTHER APPLICABLE ....... ................................................................................�.. ....................................................................................................................................................................................(�„ �...., ,), ( ), LOCATION , LOCAL CODES AND REGULATIONS. INTERFACE WITH OTHER SYSTEMS PERMITS COORDINATE THE FIRE ALARM SYSTEM INTERFACE WITH OTHER BUILDING SYSTEMS SUCH ! •. - ...............'..... E , :r.;-i ! ~��-'•', THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND AS HVAC ELEVATORS AND SPRINKLER SYSTEMS.ALL INTERFACED SYSTEMS SHALL BE F APPROVALS FROM THE LOCAL AUTHORITIES HAVING JURISDICTION(AHJ)BEFORE THE TESTED TO ENSURE PROPER OPERATION DURING FIRE ALARM CONDITIONS. COMMENCEMENT OF ANY WORK. LABELING AND SIGNAGE ,✓ SYSTEM DESIGN ALL FIRE ALARM DEVICES CIRCUITS AND CONTROL EQUIPMENT SHALL BE CLEARLY , ::--�::::-::.-•,,::�..--:::::- - :....:.:::::::::,:�.��:�:w�, _ ............._......... ::'I � �� ��� ��.: '� THE FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA 72 AND THE LABELED.PROVIDE SIGNAGE AS REQUIRED BY THE AHJ,INCLUDING PANEL ZONE MAPS AND I FT ...I4 ...„ ; Lh ' 1M ( E PROJECT SPECIFICATIONS.THE SYSTEM SHALL INCLUDE,BUT IS NOT LIMITED TO,FIRE EMERGENCY CONTACT INFORMATION. LOCATION M A P ALARM CONTROL PANELS,NOTIFICATION APPLIANCES,DETECTION DEVICES,MANUAL PULL NOTIFICATION TO AHJ STATIONS,AND MONITORING SYSTEMS. NOTIFY THE AHJ AT LEAST 48 HOURS BEFORE ANY REQUIRED INSPECTIONS OR TESTING. :::. :_ :;:::: :' N.T.S. SHOP DRAWINGS COORDINATE WITH THE AHJ TO ENSURE COMPLIANCE WITH ALL LOCAL REQUIREMENTS i I sl ? ' SUBMIT DETAILED SHOP DRAWINGS FOR APPROVAL,INCLUDING DEVICE LOCATIONS, AND TO SCHEDULE NECESSARY INSPECTIONS. ! I". I � PC TO BROVIDE AND INSTALL ALL 1 ; i ; PROJECT DATA, I ! COMPONENTS, EC TO WIRE ` WIRING DIAGRAMS,RISER DIAGRAMS,AND SEQUENCE OF OPERATIONS.NO EQUIPMENT TRAINING _ M; •.<.. .:. APPLICANT/OWNER: EI: : fit SHALL BE ORDERED OR INSTALLED UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED AND PROVIDE ON-SITE TRAINING FOR THE OWNER'S PERSONNEL ON THE OPERATION, OVERHEAD LY)O€' �t TRACK i OVERHEADIda:OR f. TRC'K ! OVERHEAD DOC)R h RACK j �:;,6 ;,• i APPROVEDBY THE ENGINEER AND THE AHJ. .................. ................ ............... ................ ............... ................ ............... .................. ................ ............... ................ ............... ............... ............... ............... M! MAINTENANCE,AND TESTING OF THE FIRE ALARM SYSTEM.TRAINING SHALL BE ` COORDINATE INSTALLATION OF '' (" ' DEVICE LOCATIONS 1 T a; ;;, CONDUCTED BY A QUALIFIED TECHNICIAN AND INCLUDE BOTH CLASSROOM AND ` TAX MAP NUMBER: 1000 -074.00- 05.00 -015.000 ALL DEVICE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE.THE CONTRACTOR HANDS-ON INSTRUCTION. TELECOM WITH TOWN AND - ' — ' SHALL FIELD-VERIFY EXACT LOCATIONS AND COORDINATE WITH OTHER TRADES AND MAINTENANCE AND WARRANTY SERVICE PROVIDER �` TOTAL SITE AREA: ARCHITECTURAL ELEMENTS BEFORE INSTALLATION.ANY DISCREPANCIES SHALL BE PROVIDE AONE-YEAR WARRANTY ON ALL FIRE ALARM SYSTEM COMPONENTS AND i PROVIDE 4X8 FIRE;RATES) _ l.' .T ..,,,.' € I T ..... WORKMANSHIP.DURING THE WARRANTY PERIOD,THE CONTRACTOR SHALL PERFORM ALL i �.;•...•.• PLYWOOD BACKBOARD(GC) TI µ! i ZONING: i BROUGHT TO TI E ENGINEER'S ATTENTION FOR RESOLUTION. I �i WIRING NECESSARY MAINTENANCE AND REPAIRS AT NO ADDITIONAL COST TO THE OWNER. C7 USE: S H EC TO SUPPLY AND INSTALL ALL WIRING SHALL BE INSTALLED PER NFPA 70 AND RUN IN CONDUIT UNLESS OTHERWISE FIRE ALARM DELEGATED DESIGN AND PERMITTING - .._� ,,.. ,', ! ENGINEER: SPECIFIED.WIRING METHODS SHALL BE SUITABLE FOR THE ENVIRONMENT AND MEET THE i I THE FIRE ALARM PLANS INDICATE THE DESIGN AND GENERAL LAYOUT OF FIRE ALARM 1 I 1 LI w ;x ems,,,, `�N, a AHJ'S REQUIREMENTS. i! I:, »>swwwwwx+xez I { EQUIPMENT FOR COORDINATION AND BIDDING PURPOSES.THE CONTRACTOR SHALL l`~ fi......,u..................................... CIRCUIT IDENTIFICATION ( --- - --•••• ; FURNISH AND INSTALL AFIRE ALARM SYSTEM PROVIDING TOTAL(COMPLETE)COVERAGE ALL FIRE ALARM CIRCUITS SHALL BE IDENTIFIED AT BOTH ENDS WITH CIRCUIT NUMBERS PER NFPA 72 AND THE REQUIREMENTS OF THE AHJ,INCLUDING SPACES ABOVE SUSPENDED AND DEVICE DESIGNATIONS.CONDUCTOR IDENTIFICATION SHALL BE MAINTAINED CEILINGS AND OTHER ACCESSIBLE SPACES. ! THROUGHOUT THE INSTALLATION. THE CONTRACTOR SHALL PREPARE FIRE ALARM PLANS,CALCULATIONS,AND SUBMITTALS EQUIPMENT APPROVAL PER NFPA 72 AND THE AHYS REQUIREMENTS.THESE PLANS SHALL BE SIGNED AND SEALED ALL FIRE ALARM EQUIPMENT AND COMPONENTS SHALL BE UL-LISTED FOR THEIR INTENDED BY A LICENSED PROFESSIONAL ENGINEER.THE CONTRACTOR SHALL FILE THESE S L. K. MCLEAN ASSOCIATES DOCUMENTS FOR APPRovAL. ENGINEERING & SURVEYING D.P.C. USE AND APPROVED BY THE AHJ.EQUIPMENT SUBSTITUTIONS MUST BE APPROVED BY THE ' ENGINEER BEFORE INSTALLATION. ADDITIONAL REQUIREMENTS CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 TESTING AND INSPECTION THE CONTRACTOR SHALL ENSURE ALL NECESSARY EQUIPMENT AND CONTROL PANELS ARE DI IS A VIOLATION THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE I DIRECTION OF A LICCENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY UPON COMPLETING THE INSTALLATION,THE CONTRACTOR SHALL PERFORM A COMPLETE INTERFACED WITH THE FIRE ALARM SYSTEM WHERE REQUIRED PER NFPA AND PROJECT (D i ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ SPECIFICATIONS. ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO SYSTEM TEST INACCORDANCE WITH NFPA 72.THE AHJ MUST WITNESS THE FINAL HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY ACCEPTANCE TEST.ALL DEVICES AND CIRCUITS SHALL BE TESTED FOR PROPER OPERATION ALL FIRE ALARM CIRCUITS SHALL BE SIZED TO A MAXIMUM OF 80%CAPACITY,AND ALL FIRE '' I HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC AND FUNCTIONALITY. ALARM WIRING SHALL BE CLEARLY LABELED IN JUNCTION BOXES AND CABINETS. !' DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND r: --�,., SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A DOCUMENTATION ALL FIRE ALARM CABINETS AND JUNCTION BOXES SHALL BE PAINTED FIRE DEPARTMENT "" RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. IN It MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE E • PROVIDE COMPLETE DOCUMENTATION FOR THE FIRE ALARM SYSTEM,INCLUDING RED.ALL WIRING SHALL BE FPLP 150e CTYYC-CERTIFIED WIRE. I'I 1...-'1 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY AS-BUILT DRAWINGS,OPERATION AND MAINTENANCE MANUALS,AND TEST REPORTS. ALL CONTROL PANELS,FUSE CUTOUTS,DISCONNECT SWITCHES,AND ALARM BELLS SHALL ; ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC DOCUMENTATION SHALL BE SUBMITTED TO THE OWNER AND AHJ FOR FINAL APPROVAL. BE LABELED WITH MINIMUM 1/4"HIGH LETTERS. i ©L.K. MCLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. FIRE ALARM CONTROL PANEL(FACP) FIRE ALARM CABLES SHALL NOT BE MIXED WITH NON-FIRE ALARM CABLING,AND THE FACP SHALL BE INSTALLED IN A LOCATION ACCESSIBLE TO EMERGENCY PERSONNEL LOW-VOLTAGE FIRE ALARM WIRING SHALL NOT BE MIXED WITH ANY AC CIRCUIT. PROJECT: AND IN AN ENVIRONMENT SUITABLE FOR ELECTRONIC EQUIPMENT.THE FACP SHALL BE NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED OR PERMITTED BY THE NEW PROGRAMMED TO PROVIDE THE REQUIRED SEQUENCES OF OPERATION AS DETAILED IN YORK STATE DEPARTMENT OF BUILDINGS AND FIRE DEPARTMENT.FORMS SHALL BE FILED THE PROJECT SPECIFICATIONS. BY THE LICENSED ELECTRICAL CONTRACTOR WITH THE BUREAU OF ELECTRICAL CONTROL TOWN OF SOUTHOLD POWER SUPPLY BEFORE ANY WORK. i mm SUFFOLK COUNTY NY IF ANY SUBSTANTIAL CHANGES TO THE APPROVED PLANS WERE MADE DURINGE THE FIRE ALARM SYSTEM SHALL HAVE A RELIABLE POWER SUPPLY IN ACCORDANCE WITH - INSTALLATION,AS-BUILT PLANS SHALL BE PREPARED BY THE ENGINEER AND FILED WITH NFPA 72 AND NFPA 70.THE SYSTEM SHALL INCLUDE A SECONDARY POWER SUPPLY 6 . CAPABLE OF MAINTAINING THE SYSTEM IN NORMAL OPERATION FOR A MINIMUM OF 24 NEW YORK STATE AGENCIES FOR FINAL ACCEPTANCE. HOURS AND IN ALARM CONDITION FOR 5 MINUTES. ; I ( th Id S I � _, • . .:�. � � ou o Highway ghway Storage , FIRE ALARM LEGENDLF1 , is I Barn Replacement SYMBOL DESCRIPTION i ELEC. EQUIPMENT 0 XXXX: SEE ABBREVIATION LIST 0 0 SMOKE DETECTOR r Q HEAT DETECTOR ' a 275 PECONIC LANE H k ?-'::� �..,., DUCT DETECTOR PECONIC, NY 11958 © PULL STATION ® REMOTE ANNUNCIATOR 1"I 6 ISSUES/REVISIONS FIRE ALARM HORN STROBE Description No. Date ❑V VISUAL ALARM , ISSUE FOR REVIEW 1 SEP. 2024 € '_FI E 9 I. ...m © WATER FLOW SWITCH I r: �:::::::: ::-:::<:� _._.. :::::: �..::: 4.._.. ..._..... ...._. ... ............. .„........_li �J I 0 DOB COMMENTS 2 JAN. 2025 TAMPER SWITCH DOB / BID SET 3 02.27.25 © EXTERIOR ELECTRIC GONG Q CARBON MONOXIDE DETECTOR ® TELECOM DEMARC LOCATION 4 l COMPRESSED AIR LOW-PRESSURE SUPERVISORY j !" OVI-I',HEA ; DOOR TRACK C IERH<_AD CDOi?.<:. tI?R•~.li OV"'H.AD [":X R 'I'P`CK 0 ............... .............. ............. ................ .............. ............... ............... ................ ............... ................ ............... ................ .............. SWITCH , !! ....... ................ ........ ............ ..... FIRE SPRINKLER ROOM TYPICAL INITIATION i k :::, .....,. I X CIRCUIT END OF LINE RESISTOR ' ) O I INITIATION CIRCUIT 1. l I 1 11 I.1 , H P P P P c c H H H H i :::::,-�� :� �., I 1 E:....R 15 o FIRE ALARM LU FATC TYPICAL SUPERVISORY 1 CIRCUIT TERMINAL CABINET ,�—� END OF LINE RESISTOR 1 ' (WITH BATTERY ® T T T T A ` SUPERVISORY CIRCUIT BACKUP) ! TYPICAL NOTIFICATION ! A... a: 1 ! I 1 I. P' a..................................................................................................... ............ ......................................k: y.; .. A:I ` : .. PS' .::.......................................................................................................................................................................o, w,.............:..::...........:................<.. e.,,. . . .. O CIRCUIT 1 ;. ....................................................................................................... ........................ . ........ ........... TELECOM :, ...................... .. ,>. ,.................................„ .......... ........ ; ........... • __.......�M _................................... a� END OF LINE RESISTOR _..... _ _... .._._: I, ..._. Ins._..._...... . . . DEMARC . S S S S G NOTIFICATION CIRCUIT __..._.....,,_,_.., ._......... ......... .................: DRAWING TITLE: �o LL aI cn FIRST FLOOR FIRE ALARM RISER DIAGRAM 1 FIRE ALARM PLAN FIRE ALARM PLAN . NTS 3 SCALE: 3/16" = 1'-0" SEAL &SIGNATUR �: Design By: JG E _ Drawn By: JR/ AR Approved By: MCI Ft o �, t 3 Scale: AS NOTED cn a Date: AUG. 2024 'n "" File No: 24096.000 o wy, " , N O O Nto y. Sheet No. N O 97 FA- 101 FULL SIZED PLOT SIZE:24"x 36" I% PROJECT LOCATION ..... ...... LOCATION MAP, N.T.S. PROJECT DATA APPLICANT/OWNER: TAX MAP NUMBER: 1000-074.00-05.00-015.000 TOTAL SITE AREA: j. COMcheck Software-Version' 4,111115,115 Mch ck Software Version 4.1.5.5 co e ZONING: USE: Interior LighlInum-a Compliance Certificates Mechanical Corns%liance L'e tificate r ENGINEER: ARM% Project Information. Pr01 act Information Energy Code- 208 MCC: Enbrqy C6d 20113 IECC e: Project Title. 24096.000 Southold Highway Storage Faculty,Fletorilc Prvjett ritio, 24096.000 Southold Highway Storage Facility, P#conld Project Type: blew Construction Localion. PeGo n1c,NoNYork'Climate zon6l 4A L. K. McLEAN ASSOCIATES P rojectrype: New C,0 h6tructibn ENGINEERING & SURVEYING, D.P.C. 'Gonn1ructlion Site: 'Mvnerftenl; De tgneilcontractqr: CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 775 Pecon1c Ln Michael Coitins jacques darant' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE Pecontc;NY 1195'a Town of Southold Town Enginter LK McLean Associates*Engineering dcInstruclibn Site*. OwnerfAgent. DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY P.O.Box 1719 &Surveyi"g,D.P.C, ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 275 Peconic Ln Michael Collins Jacques Garant Southold,NY 11971 437 South Country ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO econic,NY 11958 Town of Southold Town trIgineer L.K. McLea Acit n ssoaes Engieri neng Brookhnen, NY 117169 P HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY niith6el.t0llins@town.soLit1101d.r1y.0 631-286-8668 K0.00)(1719 &Surveying,D.P.C. HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC . DESCRIPTION OF THE ALTERATION ON THE DRAWING, " THE PLANS AND jIgarant6ftha.com Southold,.NY 110i 437 South Country DESCRIPTION Brookhaven, NY 117 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. Additional Efficienoy Piack4ge(s) McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE redlis: :d d I 0 Proposed, )qarant @Ikmaxom SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY A ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC .Enhanced Envelope Performance,1.0 credit Additloriall Effi 'Allowed interior Lighting Power Credits: 1.0 Required 1.0 Proposed L.K. McLEAN ASSOCIATES ENGINEERING &SURVEYING, D.P.C. Reduced Lighting Power, 1.0 credit A B C PROJECT: Area Calegory Floor Area Allowed Allowed Watts Mechanical Systems List (1t2) Watts/ft2 (B x P) QU80tity sysi6rn Type Description ....................... "I tiyAdtYS TOWN OF SOUTHOLD I► arehouse 7290 DAS 3499 Total Allowed Watts 3499 Healing:I each-Unit Reater(UH).Electric,Capacity 10 kBlurh SUFFOLK COUNTY, NY No m[Woum Ofirl0cy requirement ai pflas .Proposed.Interior Lighting Power F;n Sytte rr.* tone A C D E PlIxture ID bostfttlon Lamp I Wattage*Per Lamp 8611a6t WrIpst R of 1I (C X D) Mechanical Comollance.Statement C6n1Pf6n6?stat6ment: The proposed mttbarlIcAl desf6n represented in this document Is consl s*tent with the building plans,,:specifications,and anthertatcutaitions submitted with.this permit appllcaPIFT The proposed mechanical systems have been Southold Highway Storage LED i.,LFA:LED High Bay:Other, 1 25 12s �1125 d6sighed to meet the 2018 IECC r6quireirents i1i CoMchtsck'Ver ^�th,4 and to comply with any applicable mandatory i I-ED I-EY-1:Exit Llghting:Other- 1 4 4 Exempt ,requirements fisted In the Inspettlon Checklist. Exemption.Eyll signs Barn Replacement Robert Steele, O.E. 01-23-2025 Totall Piro posed Watts- 3125 -;:Tfli i ine tiTre Date ----------------------- Mr P A 'JA F xr Interior Lighting Complilance Statement Compliance Statement., The proposed interior lighting design represented in this document is consistent with the building plans, sperifications other calcolations submitted with tt)ls permit ap llcat��The,prcipbsed Interior fighting systems have been pprr"" _'a"e 275 PECONIC LANE I I designed to meet the 2018 1 ECC requirements In COMcheckV I P1, •and to comply with any.applicable mandatory requirements listed in the Inspection Checkli,,t. PECONIC NY 11958 Robert Steele, P.E, 01-23�2025 Name-Title 0�signature Date ISSUES/REVISIONS Description No. Date ISSUE FOR REVIEW 1 SEP. 2024 DOB COMMENTS 2 JAN. 2025 DOB BID SET 3 02.27.25 Project Title: 24096.000 Southold Highway Storage facility,Peconic Report dater_01123/25 Project Tit'le., 24096.000 Southold Highway Storage Facility,Peconl1c Report date: 01123125 Data filenarne. SWrolects,�24096.000 Southold Hilway Storage Facility,Pecon!tNReferencekCdilicheckk24096iC Page 161, 6 Dataffleriame: SAPr6jects\24096,000 Southold Higway Storage Facitity, Pecotilc\Rofer•ehce%Coriicbe�k\24096,C Page, lof 10 Scuthold Htghway Storage Facilityxick Southold Highway Storage Facifty,dtk rn gir z LU 0 U 0 U CL DRAWING TITLE: co U_ ENERGY CODE 0 COMCHECK LM SEAL & SIGNATURIL: Design By: JIG r E Drawn By: JR AR ra I'D 0 IApproved By: MCI F Scale: AS NOTED 0 Date: AUG. 2024 Ln 0 0o File No: 24096.000 Sheet No. J 3q7 -01 E N 2: cL FULL SIZED PLOT SIZE:24"x 36"