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HomeMy WebLinkAbout1000-121.-6-1 REVISIONS: N 02 13" 10" w 400.00' SITE DATA / — 2 SCTM # 1000-121-06-01 - �, PROPERTY: 35 COX NECK ROAD 411� ADRESS MATTITUCK, NY 11952 + , OWNER: PREMIUM WINE GROUP, LLC m O ZONING: LB c(1 25 FT ,400E55ORY 57RUOTURE \6 SITE: 155,204.28 SQ. FT. = 3.563 ACRES SETBACK LINE BUILDING: EXISTING: 20,585 SF AREA PROPOSED ADDITION: 936 SF PROPOSED TOTAL: 21,521 SF LOT EXISTING: 13.3% COVERAGE PROPOSED: 13.8% ALLOWABLE: 20% 0 '- SURVEYOR: PECONIC SURVEYORS, P.C. / r PROi�OSD 1230 TRAVELER STREET SOUTHOLDLICENSE #49 18 1971 NY 1 BU I LI7 11�lC7 0 DATED MAY 15, 2001 W cn z A m z MAP LOCM I ION o Id Sound :a J o��a P Ave V)� ute Or � Now SITE -� 000010,10 0 9 SLS z w D .�b0010- r �-- � i 400000 LLI i N� ca z 'we Lu --1 Lu2 �i o ° LU in _l Olv�' W• ww ; O � �IL 0 G.V W• N x N OF Ew Sr� f, 01 153- PROJECT O: 1313 DRAWN BY: UT CHECKED BY: NS DATE: Aug 15, 2017 SCALE: 1" = 20'-0" SHEET TITLE: �O �O / SITE PLAN �2 L = 127.60' 0 G SHEET NO.: I �l Pt� P L AP" N SCALE: 1 " = 20'-0" OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-062455INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS NAILED 8"O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. � 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, , ' DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. . 0 7, "� o tj�10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE U v MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO ,� 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, %0 l� REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 Q. a RESIST BOTH AXIAL AND BENDING FORCES. a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF 0 b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY a- FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE STRUCTURAL MEMBER = 20 PSF =Dm (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. c.) FOOTINGS = 16 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER O Z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS NON-TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL). W (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED Z 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE � WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). DIRECTION OF THE LICENSED / REGISTERED ENGINEER . a_ V TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 5.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE z OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. Lu 1 USE CATEGORY UC413 (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. Lu Z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" BUILDING DESIGN CRITERIA 0 O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BUILDING CODE IBC 2015 : BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. =:N "N USE GROUP $-1 x''' Y,,I I CONSTRUCTION TYPE VB w Z ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED BUILDING AREA 936 SQ FT Z S2 AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE - U Q FLOOR LOAD 125 PSF D AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT RISK CATEGORY II ~ p Q A STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 3 ROOF SNOW LOAD* 16 PSF M°fl SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME GROUND SNOW LOAD 20 PSF � `r STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON WIND SPEED (V it) 140 MPH 1 1� v HIND SPEED Vosd W L1J Z EXTERIOR. ( ) 108 MPH F_ O NIND IMPORTANCE FACTOR 1.0 O�- = TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, EXPOSURE CATEGORY B ! 1 � _ CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. INTERNAL PRESSURE COEFFICIENT ±0.18 v BUILDING DESIGN CONDITION ENCLOSED ,'d;ND LOAD DESIGN ASCE 7 METHOD 2 XO GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. ZONE 1 E 17.1 PSF 7 m 2x4F1 F1 02/12 ZONE 2E -22.2 PSF Z � ZONE 3E -15.2 PSF ZONE 4E -14.2 PSF Z ZONE 5E 14.0 PSF 1 1 = MAIN WINDFORCE RESISTING SYSTEM 1V) IALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E -10.8 PSF Q w (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 12.4 PSF (MAXIMUM VALUE SHOWN) Q ZONE 2 -15.5 PSF h ZONE 3 -11.5 PSF W 8 AL _ _J ZONE 4 -10.6 PSF �J ZONE 5 10.3 PSF Z ZONE 6 -8.4 PSF ZONE 1 12.1, -19.2 PSF COMPONENT&CLADDING WIND LOADS ZONE 2 12.1, -33.4 PSF (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 12.1, -49.4 PSF (FOR ZONES SEE ELEVATIONS) ZONE 4 21.0, -22.8 PSF DRAWN BY., VANDERKLEIJ ZONE 5 21.0, -28.1 PSF DATE. 9/27/2016 CHECKED BY: B. WOLF DATE. 10/6/2016 CURRENT LUMBER SPECIFICATIONS (06-01-2013) REVISED DA TE.- ---- SHEET --- SHEET INDEX SIZE DESCRIPTION BENDING VALUE Fb * REVISED DATE.' ---- ROOF SNOW LOAD CALCULATIONS 2x4 NO.2 SPF 1313 PSI REVISED DA TE.- ---- 2x4 NO. 1 SYP 1500 PSI SHEET# DESCRIPTION Ps = 0.7 x Ce x I x Pg x Ct x Cs REVISED DATE.• ---- 2x4 2100f MSR SPF 2100 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x6 NO.2 SPF 1138 PSI I = IMPORTANCE FACTOR - 1.0 Sl OF S6 COLUMN PLAN 2x6 NO. 1 SYP 1350 PSI Pg = GROUND SNOW LOAD = 20 PSF S2 OF S6 TRUSS/BRACING PLAN,TRUSS DRAWING, & DETAILS Ct = THERMAL FACTOR = 1.1 aaw 2x6 2100f MSR SPF 2100 PSI Cs = ROOF SLOPE FACTOR = 1.0 X t4EW I S3 OF S6 ELEVATIONS 2X6 2400 MSR SYP 2400 PSI SIDEWALL SECTION A, OHD HEADER SECTION B, &TRUSS Ps = 0.7 x 1.0 x 1.0 x 20 x 1.1 x 1.0= 15.4 PSF •. L. ��T . * � S4 OF S6 HEEL, MFS COLUMN ISO DETAILS 2x8 NO. 1 SYP 1250 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS O' `° c . q 2x8 2400 MSR SYP 2400 PSI BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT 3 § z S5 OF S6 ENDWALL SECTION C, ROOF STITCHING DETAILS SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED 2x10 NO. 1 SYP 1050 PSI r o, S6 OF S6 FASTENING SCHEDULES PROFESSIONAL (NEER. o '` 2x10 2400 MSR SYP 2400 PSI VAb. 2x12 NO. 1 SYP 1000 PSI 2x12 2250f MSR SYP 2250 PSI ��a!!► pra�elt444�0 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI 3 1/2"x1RONALD L. SUTTON, P.E.5" GLU-LAM 1650 PSI rlsutton@allieddesignoes.com 5 1/4"x16 1/2" GLU-LAM 2400 PSI MICHAEL L. MCCORMICK, P.E. 5 1/4"x 19 1/2" GLU-LAM 2400 PSI mimccormick@allieddesignoes.com SCALE:AS NOTED DATE: I%,/C-) REG.# SHEET NO. GIOFGI OFFICE.• CUTCHOGUE, NY 04 CN CN 04 C JOB NO. 128-062455 o. o 04 'IT 0 C-10 1/2" �O 7-6" 7-6" N 7-6" N Cy) 12'-0" 7-4 1/2" L.0 V-0"VENTED SIDEWALL OVERHANGS [L V_6" 1'-6" 1'-0" NON-VENTED ENDWALL OVERHANGS o I I I A I B I S4 S4 U v O _ N ,_9 7 _917 , o M � N16"M 16" 16M 16M 16M 16M 16M 16M o I o = m Oz 1 1'-10 1/2"0_1,— — --}- 16"M C 16"M — � 1 1'-10 1/2" Z Lu r—� S5 - Z :o I I I I Oz L—J � 5-10 1/2" — ---I- 16"M 16"M -}— — N 5'-10 112' CD r r Z 16"M 016"M 16"M 16"M 16"M 16"M 16"M 16"M ( o Q/ 0'-0" 0'-0" 1 1 1 — — — — — — — — — 1 1 1 � Z I I I I I I D 6'-10 1/2" 7-6" 7-6" 7-6" 7-6" 7-6" 7-4 1/2" O 04 N 04 04 04 04 n 01 0 Lu o• v z :.,... " 10 _ c4 10 — U c4 c) L > D p COLUMN PLAN � USO r LUo COLUMN PLAN LEGEND = o ❑ -3-2x6 LAMINATED COLUMN LOCATION U :�E ■ -HEADERED TRUSS LOCATION 0/ o Fil -(1) 3068 9-LITE TEMPERED GLASS IN PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, LEFT HINGE W/ x CLOSET & LOCKSET 7 m A-(2) 3'-0"x 3'-0" FRAMED OPENING Z O -(1) 12'-2"x 14'-1" OVERHEAD DOOR d -(1) 3'-6"x 3'-6" FUNCTIONAL CUPOLA W/"M"30" WEATHERVANE W/ 18"4220 CFM FAN 0 Z r J-(1) 30"x30"ATTIC ACCESS PANEL (VERIFY LOCATION) 1 1 1 = -(1) ROW SNOW RETAINERS Q N ly -ROOF FASTENED W/S.S.SCREWS a -PERIMETER SEAL PACKAGE (COMPLETE BUILDING) Q vi 16"M -16" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE 1 1 1 g PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM } OF LOWER COLUMN IN ONE OPERATION. Z DRAWN BY.• VANDERKLEIJ DATE.' 9/27/2016 CHECKED BY.' B. WOLF DA TE.* 10/6/2016 REV/SED DA TE., ---- REV/SED DATE.' ---- REVISED DATE* ---- .REV/SED DA TE.- ---- r'��'16Qeb ROUGH OPENING SCHEDULE �•o`' ��T�'� x co . �' p' e UNIT SYMBOL WIDTH HEIGHT •O FROM LEGEND 1❑ 38 1/4" 10 VERIFY VERIFY A % atop e� 1 , o . 2' 8' SCALE: SCALE:AS NOTED 1' 4' 16' SHEET NO. S 1 OF S 6 OFF/CE., 3' CUTCHOGUE, NY —1 JOB NO. 128-062455 (2) 2Cd R.S. NAILS IN OVERHANG FRAME 2x4 BEV. PURLIN \\ TOE NAIL OVERHANG RAFTER V o TO OVERHANG NAILER WITH .� (1) 16d R.S. NAIL EACH SIDE X A ol • r) m — —O —— O OVERHAtr, FRAME 18' -2x8 (NO.1 SYP) O Z RAFTER � w O 0 2x6 OVERHANG NAILER Z ................ ............................ ............................ ............................ ............................ ................... r ^ (7) 20d R.S. NAILS V — — `.J O O e O O O O O O I S2 Z • 3-2x6 CORNER COLUMN - - - - - - - - - - - V W I I I I I I DETAIL A RAFTER (NO.1 SYP) D Z 6'-10 1/2" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-4 1/2" SCALE: 1 1/2"= V-0" 0 O (V ZV CV CV N CV U 10 C4 10 u I • I � 4-20d R.S. NAILS is TRUSS/BRACING PLAN PER CONNECTION ° � Lo )1'' 2x6 END COLUMN EXTENSION OR L TRUSS/BRACING PLAN LEGEND T� ) `> UPRIGHT ASSEMBLY NAILED TO END � ZO - 18' 4090 S.C. TRUSSES 1/ , RAFTER ASSEMBLY AS SHOWN AND E- 2x4 PURLIN 2 0-- 2 - 18' END RAFTER ASSEMBLY i� TO EACH INTERSECTING WEB. FASTEN s -2x6 DIAGONAL END BRACES (2)@ HEADLOK .19"x6.0" FLATHEAD LAG SCREW TO HEADER AND FRAMING MEMBER (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) (ICC-ES REPORT ESR-1078) WITH (2) 16d R.S. NAILS INTO EACH o Qa -2x6 FLAT TRUSS TIE CENTERED IN BUILDING END COLUMN EXTENSION MEMBER 3' WIDE OR UPRIGHT. X O (ZONE 2 &3) 20 GA. GALVANIZED z m T OFCHORDRUSS o, PURLIN CONNECTOR DETAIL B ' ^ 0 SCALE: 1 1/2"= V-0" y o 2x4 PURLINS @ 22" O.C. \ o• '� LJLJ = 3' WIDE �i • •a a (ZONE 2 &3) ONS ; w OGP�` �ER� s0(1) #9xl" HWH SCREW ON PEAK SIDE AND `n RP ss PNS SND P2lIN HOLESHOWNN (JOINT MUST E OF ST BE 1 1 1 g PURLIN - TIGHT BEFORE FASTENING CLIPS) EEtME�`PO - INDICATES PURLINS TO BE FASTENED oly\ w/HEADLOK .19"x 6.0" FLATHEAD LAGZ Q SCREW, ALL OTHER PURLINS TO BE 2x4 BUTTED PURLIN DETAIL FASTENED w/60d R.S. NAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" = 1'-0" 18' WIDE BUILDING PURLIN LAYOUT eDRAWNBY.• VANDERKLEIJ SCALE: 1/2"= V-0" )1 DA TE.* 9/27/2016 TRUSS SPACING 7-6" O.C. 1',� CHECKED BY.• B. WOLF LIVE LOAD 20 PSF R )/2'' DATE.' 10/6/2016 DEAD LOAD 4 PSF ii REVISED DATE., ---- CEILING LOAD 2 PSF ©60d R.S. NAIL [RE EVISED DATE. ---- TOTAL LOAD 26 PSF 4 V �° VISED DATE.•4-3-0 20 GA. GALVANIZED EVISED DATE. ---- TOP CHORD o OF TRUSS PURLIN CONNECTOR � � co O O� a� �e a o Z• s�(1) #9x1" HWH SCREW ON PEAK SIDE AND— (2) ND(2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE �s•mQ� �"u_ TIGHT BEFORE FASTENING CLIPS) 17-9-0 2x4 BUTTED PURLIN DETAIL lo 2 8 1 8' S.C. 4090 TRUSS (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: SCALE: 1 1/2"= V-0" SCALE:AS NOTED 1' 4' 16' SCALE: 1/2"= V-0" SHEET NO. S 2 OF S 6 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-062455 (ZONE 2) OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 3' WIDE 3' WIDE VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE (ZONE 2 &3) (ZONE 1) (ZONE 2 & 3) OWNER. LO (ZONE 3) 12.) *-STITCH SCREW ROOF STEEL LAP RIBS 11 L.F. FROM EACH ENDWALL W/ #9x1" 0(ZONE 2) S.S.I.D. SCREWS W/ WASHERS. SEE SHEET S5 OF S6 FOR DETAILS. (ZONE 3) / 0_ C14 o• ..... W m O D .. r"%-100 / Z 1....0 W V Z V 1.� W ■ W 3' IW DE 46' WIDE (ZONE 4) & WIDE (ZONE 5) (ZONE 5) D 15-0" 27-6" 1 9'-6" ui ' Z �o U L0 NORTH ELEVATION . 12 12 T#16 GABLE TRIM 4� 4Lu � F!-1 4 U 6 .. .. 3 6E 4E 2 ~ HI-RIB STEEL SIDING Q/ o 2 5 1 T#21 CORNER TRIM Q XO T#167 TRANSITION TRIM Z m HI-RIB STEEL WAINSCOT M W F RS T#167 BASE TRIM Reference Corner LLJ m: 3 WIDE 12' WIDE (ZONE 4) 3 WIDEo � N 3' WIDE 12' WIDE (ZONE 4) 3' WIDELi (ZONE 5) (ZONE 5) 0 26'-0" 26'-0" LO (ZONE 5) (ZONE 5) Q vi EAST ELEVATION w s WEST ELEVATION J Ilk v 11 � ' z 3' WIDE (ZONE 2) 3' WIDE (ZONE 2 &3) (ZONE 1) (ZONE 2 & 3) (ZONE 3) VENT-A-RIDGE iQ 2Q DRAWN BY.• VANDERKLEIJ (ZONE 2) DATE.' 9/27/2016 (ZONE 3) / 5" O.G. GUTTERS CHECKED BY.' B. WOLF DATE. 10/6/2016 REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE.' ---- HI-RIB STEEL SIDING REVISED DA TE.* ---- "' T#21 CORNER TRIM T#167 TRANSITION TRIM HI RIB STEEL WAINSCOT g0• r0 T#167 BASE TRIM41 60 S• �p �Cij�• :Z`t 0• 0 '� fib.5T►' . 3' WIDE 46' WIDE (ZONE 4) 3' WIDE (ZONE 5) (ZONE 5) 5-0" 42'-0" 5-0" O 0 0 0 - 2' 8' - o 10O SOUTH ELEVATION � N SCALE: 1' 4' 16' SCALE.-AS NOTED Lr) Oj SHEET NO. S3 OF S6 • DESIGN AND EXPLANATORY NOTES C-OFFICE.CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-062455 ® FLUOROFLEX 1000 HI-RIB STEEL CONDITIONS MAY REQUIRE MODIFICATIONS. ©Q is 2x4 PURLIN @ 22"O.C. (NO. 2 SPF) 2. CONCRETE FLOOR NOTES: INSULATION STOP/ m a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o AIR DEFELCTOR 12 b. SLOPE GRADE AWAY FROM BUILDING @ V PER FOOT FOR A MINIMUM U I 2x4 BEV. PURLIN 4 DISTANCE OF 10' PLUS OVERHANGWIDTH. ® TRUSS IN COLUMN FILLER STRIP SADDLE c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A a— c� a 2x6 BEV. FASCIA LAMINATED COLUMN COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. M 5"O.G. GUTTERS o d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. 0- 52 Lu T#144 &T#146 FASCIA TRIM m 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF O � » SOFFIT 18' 4090 S.C. TRUSS ® LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF Z �/ �$ HI-RIB/SOFFIT CAP Lu LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP Z FILLER STRIP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. 2x6 OVERHANG NAILER 9" (R-30) BLANKET INSULATION (2) 1/2"x5 1/2"M. BOLTS & 4 MIL VAPOR RETARDER 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING CD (12) 20d R.S. NAILS INTERIOR HI-RIB STEEL WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE z 16" DEEP UNFACED FIBERGLASS 2x4 TOP BLOCK &T#1 1 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION INSULATION UTILIZED AS FIRE BLOCK INSTRUCTIONS. 1117-1-010 L u7J ib FLUOROFLEX 1000 HI-RIB STEEL D Z .N;.;,. 6" (R-19) BLANKET INSULATION W/ 4 MIL VAPOR RETARDER 2x4 STRIPPING12 ,,•1 INTERIOR HI-RIB STEEL _ (2) 1/2"x51/2" M. BOLTS 3-2x6 LAMINATED COLUMN C < s.VY'�J 16'-0" D F— .N ° GRADE TO HEEL 2x2 VERTICAL BLOCKING C 1 Lo AT COLUMN LOCATION Z vuj _ 0:� E— O (4) ROWS 2x6 NAILERS a' o (2100f MSR SPF) FILLER STRIP 18' 4090 S.C. TRUSS C , (3) 2x6 STUB COLUMN v 0/ o T#167 TRANSITION TRIM X 2x6 NAILER (2100f MSR SPF)0 2 2x10 HEADERS O (NO. 1 SYP) 2x6 BLOCK FLAT STEEL HEADER NAILING SCHEDULE z O FILLER STRIP FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT HEADER STUB JAMB FILLER STRIP (NO HEA1 SYDER MEMBER COLUMN COLUMN V, T#167 BASE TRIM T#124 T#15 EA.2x10 4 4 U-i (20) 1/4"x2 1/2" POWER LAG WASHER HEAD Q T#129 —�, O.H.D. 2x12 6 6 Q w YELLOW ZINC SCREWS IL 2x4 NON-TREATED BASEBOARD 2x2 BLOCK Q vi ALUMASEAL NOTES: 1 1/2"xl" BLOCK &T#109 BASE TRIM T#151 I — T#152 1. NUMBERS ABOVE ARE 20d R.S. NAILS W8 6" CONCRETE FLOOR T#154 T#105 REQUIRED PER CONNECTION. 4' WIDE R-10 PERIMETER INSULATION 2. PRE-DRILL HEADERS AS REQUIRED _J 2x3 JAMB (BEYOND; 14'-3" TO PREVENT SPLITTING. 8" BOTTOM 2'TREATED) GRADE TO BOTTOM 3. IF NUMBER OF NAILS REQUIRED FOR > H p•: :• .; .. •a s Z (3) 2x6 JAMB COLUMN (BEYOND) OF 2x6 BLOCK EADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, FINISH GRADE 2x6 TRACK BLCCK (BEYOND; w; 'i ;:;• :: THE EXCESS NAILS MAY BE INSTALLED "4"v MINIMUM COMPACTED GRANULAR BASE BOTTOM 2'TREATED) IN HEADER SUPPORT BLOCKING. OR IN SITU GRANULAR SOIL 2x6 TREATED BOTTOM PLATE ODRAWN BY.• VANDERKLEIJ 360M &370M BRACKETS EACH FASTENED TO MFS O H D HEADER SECTION B 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS DA TE., 9/27/2016 (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & >> SCALE: 1"= 1'-0" CHECKED BY. B. WOLF 370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS MFS PRE-CAST CONCRETE COLUMN DA TE.- 10/6/2016 a 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN REVISED DA TE.- ---- AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONAL MINIMUM 1' PRECAST CONCRETE COLUMN LOWER COLUMN REVISED DA TE.- ---- 16"O ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. INSTALLATION REVISED DATE.' ---- PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 3/4"ADJUSTMENT ROD REVISED DA TE.- ---- LOWER COLUMN IN ONE OPERATION. WITH BASE PLATE 1. INSTALL PRECAST CONCRETE COLUMN W/ADJUSTMENT ROD & S I D EWALL SECTION A UNDISTURBED SOIL �:• '';: .'a.;i: : BASE PLATE IN THE AUGERED ,�F,• . • . O,Q" � SCALE: 1/2"= V-0" , HOLE. .2� o• 2. PLUMB PRECAST CONCRETE •o #''.a Z. COLUMN IN BOTH DIRECTIONS = •� ktj �.' 3. ADJUST HEIGHT UP OR DOWN WITH ADJUSTMENT HEX ROD 'ia8w 4. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. Q 1 Z 5. BACKFILL AND COMPACT THE ANNULAR SPACE THE LOWER COLUMN COLUMN TO GRADE WITH AROUND SOIL ISOMETRIC AUGERED FROM THE SITE. SCALE.'AS NOTED SHEET NO. S 4 OF S 6 OFFICE. CUTCHOGUE, NY JOB NO. FLUOROFLEX 1000 HI-RIB STEEL ® 128-062455 T#16 GABLE TRIM 2x4 PURLINS @ 22" O.C. (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS 2x6 FASCIA (NO. 2 SPF) 0 T#194 TRIM i (1) 20d R.S. NAIL THROUGH STRAP U v SOFFIT i & INTO BRACE C6 i 2' END BRACE STRAP W/ PRE-PUNCHED 0_ N is HI-RIB/SOFFIT CAP TRIM i i o, i HOLES (BEND TO FIT) FASTENED W/ o FILLER STRIP i i (3) 0.135"x 1 1/2" R.S. NAILS a_ M is 18' -2x8 (NO.1 SYP) i i w RAFTER i i 2x6 DIAGONAL BRACING FASTENED o° G 2x6 E.C.E. TO COLUMN W/(4) 16d R.S. NAILS NAIL PURLINS TO END RAFTER W/(1)60d R.S. NAIL ® O Z 18'4090 S.C.TRUSS #9xl"S.S.I.D. SCREW W/WASHER INTO EACH PURLIN w i #9x1"S.S.I.D. SCREWS W/WASHERS USED ^ Z ib FLUOROFLEX 1000 HI-RIB STEEL (CENTERED BETWEEN HI-RIB AND FIRST MINOR RIB) v Q TO STITCH THE GABLE TRIM TO THE STEEL EETWEEN PURLINS FLUOROFLEX 1000 HI-RIB STEEL a #9x1"S.S.I.D. SCREWS W/WASHERS #9x2"S.S.I.D.SCREWS W/WASHERS INTO INTO PURLINS PURLIN AT EACH HI-RIB Z #9x1"S.S.I.D. SCREWS W/WASHER USED Q T#16 GABLE TRIM TO STITCH LAP RIBS BETWEEN THE PURLINS Q/ HI-RIB STEEL L1 1 T#11 &T#136 2x6 FASCIA 1 1 1 #9xl S.S.I.D. SCREW W/WASHER z D T#194 O #9x2"S.S.I.D.SCREWS AT EACH HI-RIB, ;; #9x1"S.S.I.D. SCREWS CENTERED IN FLATS 2x4 PURLINS FLUOROFLEX 1000 HI-RIB STEEL 18' -2x8 (NO.l SYP) W b 4 is ROWS 2x4 NAILERS RAFTER z (2100f MSR SPF) < (net; pe.Lo0 #9x1"S.S.I.D. SCREWS W/WASHERS v d INTO PURLINS u.1 1 1 1 2 �— O #9xl"S.S.I.D. SCREWS W/WASHERS USED n- = 0 TO STITCH THE GABLE TRIM TO THE STEEL BETWEEN PURLINS a/ o O zm FIRST SCREW IN THE FLAT AT THE TOP AND ^ O BOTTOM PURLINS W/ #9x1"S.S.I.D. SCREWSy 1 2 3 • 0 ° P 9 f 1 W � SCREW LAP RIB FIRST. THEN THE OTHER® 0 a TWO RIBS, USE #9x2"S.S.I.D. SCREWS Q vi W S � QZ DRAWN BY. VANDERKLEIJ 8" • ' DA TE. 9/27/2016 FINISH GRADE Y:•; CHECKED BY.' B. WOLF DATE.' 10/6/2016 REVISED DATE: ---- REVISED DATE.' 4'-0" ---- REVISED DATE.' ---- a, REVISED DATE.• --- e 21 THICK CONCRETE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" SOF Y0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" �.° 's 16"i7S ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. #9x1"S.S.I.D.SCREWS W/ WASHERS USED® co . A* PLACE CONCRETE BELOW AND ABOVE BOTTOM OF TO STITCH THE LAP RIBS BETWEEN THE m* °2 , O• c LOWER COLUMN IN ONE OPERATION. PURLINS d z •' #9xl"S.S.I.D. SCREW W/WASHER INTO EACH PURLIN Q . + No sn• EN DWALL SECTION C (CENTERED BETWEEN HI-RIB AND FIRST MINOR RIB) �A� a�a 1► �� SCALE: 1/2"= V-0" 1 lo l2 , leo STITCHED ROOF STEEL ATTACHMENT DETAIL SCALE: 1/2"= V-0" (1'-0" OVERHANGS) SCALE:AS NOTED SH S50F S6 OFFICE. CUTCHOGUE, NY JOB NO. 128-062455 0 U A ol w m D w ROOF STRUCTURE FASTENING SCHEDULE IL p VENT-A-RIDGE TO BASE TRIM #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERIJAL DRIVE SCREWS @ 8" o.c. 7� 0 RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.) Z ® HI-RIB STEEL STITCHING #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS IN LAP RIBS BETWEEN PURLINS Lu Lu 1 ® HI-RIB STEEL TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.) Lu Q 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1" HWH SCREWS � Z © 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE O pi 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE ® 18' STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x 5-1/2" M.BOLTS & (4) 0.177"x 4" (20d) RING SHANK NAILS W Z E: WALL FRAMING FASTENING SCHEDULE D Q COLUMN TO MFS PRECAST CONCRETE COLUMN (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS C ' ` 2 �0 300M BRACKET TO MFS PRECAST CONCRETE COLUMN (2) HUS-P6x40/5 SCREW ANCHORS Z v =' W W z >> 2x8 SPLASHBOARD TO 360M &370M BRACKET (6) #14A x 1-1/2" MILLED SCREWS F— O Q 2x6 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) NAILS @ SPLICE/ (4) 0.148"x 3-1/2' (16d) NAILS @ STANDARD CONNECTION o i3 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION v 0/ o is END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (4) 0.177"x 4" (20d) RING SHANK NAILS X © 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE IN ENDZONES & 60d R.S. NAILS IN INTERIOR ZONES O Zco i6 HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) � p � SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP lo: �$ SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE O W z 0 w ce w n. 0 � W S z Qz DRAWN BY.• VANDERKLEIJ DA TE. 9/27/2016 CHECKED BY.• B. WOLF DA TE: 10/6/2016 REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE.' ---- REVISED DA TE' ---- 0IOF NE W A"X5 ' '�6j- 2 Z* .• t� Z q T A (SCALE:AS NOTED SHEET NO. S60FS6 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. CC NOTICE OF DISAPPROVAL DATE: October 6, 2017 TO: 14990 Properties 35 Cox Neck Road Mattituck, NY 11952 ' `? Please take notice that your application dated August 22, 2017Fe f For permit to construct a storage building at Planning Location of property: 35 Cox Neck Road, Mattituck.NY County Tax Map No. 1000— Section 121 Block 6 Lot 1 Is returned herewith and disapproved on the following grounds: The pros construction re uir s site lip oval from the Southold Town Planning-Board. Authorie Signature Cc: File, planning, USE ONLY RNALoj FOR INTER f SE DETERMINATION SITE PLAN 3 Initial et r imati rt t. F �,- Date Date,—b Jl 1�— . L q �1�� �M Protect Name: - Project Address: (o -__)_Zoning District: Suffolk county Tax Map No-J000--0n---— Request: � - orcin dornentation a5 to kite: Copy of Building Permit Application and supporting 10teed use or uses should he submitted.) s propos Initial Determination as to whether use is permitted: vii � e tt as to whether site Plan is re uire - C 0 CT - 5 2017 Signature of Building Inspector { BUMDING DEPT• TD q ment (P.D.) Referral: a U t Date of Comment � P.D. Date Received. iol C, Q 3} Comments: ng Dept.-Sta Signature of Planniff Reviewer Final Deter nation iol Decisions 0 FOR INTERNAL USE ONLY USE ETER I�A1`ION SITE PLANa WX 1, _ initial Determination -... Date Sent: Dade: VI ® ���� 1 Project Name: � q __ Project Address: (o �—Zoning District: Suffolk County Tax Map No-A 000--ax-- Re-quest. 00--a1-Request: (Note: ation and supporting cocurnention'as to -proposPermit Application Copy of Buildirtg ed use or uses should be suhmiAted•) 1 Initial Determination as to whether use is permitted: uire l Initial-Determination as to whether site plan is re � Signature of Building Inspector tment (PD ) Referral: Planning Dep.ar . . o _ Date of Comment:. p,.D. Date Received:—Li Comments: G � �r S i� Lj ,- Det ignaur`e of Planning p.•4 Staff Reviewer Final ier�i� io1n Date: Decision; e;,,,,atiirP of Riiildina Insnwtor TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form } N.Y.S_D.E.C. Trustees .t, ] C.O.Application I' t t Flood Permit Examined 20 ni A } Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: - (140 Expiration 20 ,L`--v771, IVER 0 Building Inspector AUG 2 2 2017 APPLICATION FOR BUILDING PERMIT -- Date August 21 20 17 r; 4 I3 INSTRUCTIONS a.Tuts 6aVpE&#PWJST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable Laws,ordinances,building code,housin code,and r,Julations,and to admit authorized inspectors on premises and in building for necessary inspections. )_4 _ // ' ( mitt" "applicant or name,if a corporation) 25235 Main Road,Cutchogue,NY 11935 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Architect Name of owner of premises 14990 Properties,LLC (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will ibeYtione> 35 Q6x1 `eEk Itdaid s _�ra1 r''1` ly{alti ,& tu House Number Streetjtt 1l= :; 3 Hamlet t.i,4 County Tax Map No.1000 Section ` J21 Bloch 6 _ Lot 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Wine Production b. Intended use and occupancy Storage 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $150,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units NA Number of dwelling units on each floor_ Ng If garage, number of cars NA 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Storage 7. Dimensions of existing structures.if any:Front Rear Depth Height `' Number of Stories Dim6hsions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 18 ft Rear 18 ft Depth-= 57 ft Height 20.25 ft Number of Stories 1 9. Size of lot:Front 337.83 ft Rear 270 ft Depth 400 ft 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated LB 12.Does proposed construction violate any `zoning law,ordinance or regulation?YES _ _NO 13.Will lot be re-graded?YES_NO�/ Will excess fill be removed from premises?YES NO Y 14.Names of Owner of premises 14990 Properties,LLC Address35 Cox Neck Road,Mattituchone No.631 298-1900 Name of Architect Nancy Steelman Address 25235 Main Rd.Cutchone No 631 7i4-6405 Name of Contractor Address Phone No. ` 15 a.Is this property within 100 feet of a tidal wetland or,a freshwater wetland?*YES NOy * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NOS/— *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical dataonsurvey. 18.Are there any covenants and restrictions with respect to this property?*YES NOV * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Su�r�zXl being duly sworn,deposes and says that(s)he is the applicant (Name or individual signing contract`above named, (S)He is the 3�/ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this LAUREN M MCKISSICK day of 115 T 20 f NOTARY PUBIIC-STATE OF NEW YO t -------- No.01 MC6342308 Notary Pu . Oualit t ppl y issiorl Expires May , 12 1 f � 'J i a > f a ljJw w