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HomeMy WebLinkAbout44915-Z o�11; f LKcOG Town of Southold 7/7/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41229 Date: 7/7/2020 THIS CERTIFIES that the building SHED Location of Property: 4170 Indian Neck Ln., Southold SCTM#: 473889 Sec/Block/Lot: 98.-1-27.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2011 pursuant to which Building Permit No. 44915 dated 6/25/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory farm building with open front,run-in,horse shelter as applied for. The certificate is issued to Indian Neck I LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u o z d Signature ��g�FfQd�co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44915 Date: 6/25/2020 Permission is hereby granted to: Indian Neck I LLC 1350 Ave of Americas Ste 2300 New York, NY 10019 To: Addition of an Accessory Farm Building in A-C Zone; Open Front, Run-In, Horse Shelter, as applied for. Replaces BP# 36519 At premises located at: 4170 Indian Neck Ln., Southold SCTM #473889 Sec/Block/Lot# 98.-1-27.1 Pursuant to application dated 6/25/2020 and approved by the Building Inspector. To expire on 12/25/2021. Fees: PERMIT RENEWAL $100.00 Total: $100.00 ,i 1 14 Building Inspector �Offat c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY dol f �a BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36519 Date: 6/28/2011 Permission is hereby granted to: 4170 Indian Neck Ln Hldgs c/o O'Shea Marcincuk & Bruyn 250 North Sea Rd Southampton, NY 11968 To: Addition of an Accessory Farm Building in A-C Zone; Open Front, Run-In, Horse Shelter, as applied for. At premises located at: 4170 Indian Neck Ln SCTM # 473889 Sec/Block/Lot# 98.-1-27.1 Pursuant to application dated 6/28/2011 and approved by the Building Inspector. To expire on 12/27/2012. Fees: CO -ADDITIONS TO ACCESSORY BUILDINGS $50.00 FARM BUILDING ALTERATIONS $150.00 otal: $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)'-non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commerdial$15.00 Date. & - z-ir — l New Construction: _ Old or Pre-existin( Build' nn�g: (check one) Location of Property. __ e 0-71 House No.- - - dd- ��Ntreet Hamlet Owner or Owners of Property: - Suffolk County Tax Map No 1000, Section I Block Subdivision Filed Map. Lot: Permit N4. � �_Date of Permit.—(.- 2-8 - l 1 Applicant:_ y/J Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tem^^r�^ r� r__�_ - - F;,,at Certificate: (check one) Fee Submitte., _ t" Applica ignature a0F SO(/l # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULA ION [ ] FRAMING /STRAPPING [ FINAL � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: "� ' DATE INSPECTOR FIELD:INSPECT'XOr;VXP"OMT DATE Com=.NTS. - FOUNDATION(IST} FOUNDATICON(2ND) z ROUG$I7�G& PLUMING l INSUL•AVON P912 N.Y. H STATE ENERGY CODE l� Oom ,tom FINAL ADDITIONAL COMMENTS -a — ,oG Z �J O d Southold Town Building Department �Q�SUEFflI�cpG' P.O.Box 1179 Permit#: 36519 54375 Main Road Southold,New York 11971 Permit Date: 6/28/2011 (631)765-1802 Expiration Date: 12/27/2012 Parcel ID: 98.4-2.1 BUILDING PERMIT RENEWAL LETTER Dated: 10/27/2014 Applicant: 1985 Leslie Road Hldngs Location: 1985 Leslie Road, Peconic,NY Work Description: SHED Addition of an Accessory Farm Building in A-C Zone; Open Front,Run-In,Horse Shelter, as applied for. A FEE OF $150.00 IS REQUIRED TO RENEW TRIS BUILDING PERMIT. Owner: 1985 Leslie Road Holdings Address: c/o O'Shea Marcincuk&Bruyn 250 North Sea Rd Southampton,NY 11968 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �o�oS�IFEO�k�OG� P.O.Box 1179 Permit#: 36519 53095 Main Rd W Southold,New York 11971 Permit Date: 6/28/2011 (631) 765-1802 Expiration Date: 12/27/2012 Parcel ID: 98:1-27.1 BUILDING PERMIT RENEWAL LETTER Dated: 3/7/2019 Applicant: 1985 Leslie Road Hldngs Location: 4170 Indian Neck Ln Work Description: SHED Addition of an Accessory Farm Building in A-C Zone; Open Front,Run-In, Horse Shelter, as applied for. A FEE OF $75.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 4170 Indian Neck Ln Hldgs Address: c/o O'Shea Marcincuk&Bruyn 250 North Sea Rd Southampton,NY 11968 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. =_ Southold Town Building Department �O��S�FFUi P.O.Box 1179 Permit#: 36519 o 53095 Main Rd Southold,New York 11971 Permit Date: 6/28/2011 oy�j� ao� (631)765-1802 Expiration Date: 12/27/2012 Parcel ID: 98.1-27.1 BUILDING PERMIT RENEWAL LETTER Dated: 2/25/2020 Applicant: 1985 Leslie Road Hldngs Location: 4170 Indian Neck Ln L Work Description: SHED Addition of an Accessory Farm Building in A-C Zone; Open Front,Run-In,Horse Shelter, as applied for. A FEE OF $100 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 4170 Indian Neck Ln Hldgs Address: c/o O'Shea Marcincuk&Bruyn 250 North Sea Rd Southampton,NY 11968 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. T#8 RIDGECAP 12 12 3 T#78 EAVE TRIM 91 T#16 T#21 CORNER TRIM T#21 HI-RIB STEEL SIDING HI-RII CAD SF T#167 BASE TRIM T#16 LOAD 4G LOAD - PSF L LOAD 24 PSF COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES EAST ELEVATION NORTH ELEVATION AS REQUIRED UT�IOL,D TOWN ZS SOOT PLANNING 90ARD SO D TO STIES .$.DEG + q J 12 12 APPROVED AS NOTED J 3r- -1 9 77 7 -771 11 DTE B.P.# F /-5 0 ,ov BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2 ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTH ELEVATION RFOUIREMENTS OF THE CODES OF NEW W EST ELEVATION YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 'f iD T#8 RIDGECAP Y 1 t (2) 1/2--X5 1/2" M. BOLTS & RAFTER IN COLUMN (4) 20d R.S. NAILS SADDLE 2x6 PURLINS 23-5/8" O.C. 12 LAMINATED COLUMN (NO.2 SPF) 9 12 DUROFLEX HI-RIB STEEL 31 o CUSTOM 14'-10 1/2" RAFTER TRUSS _ 3'-0" 2x4 TRUSS TIE 2x6 BEV. PURLIN 1/2"x 5 1/2" M. BOLT & (4) 20d. R.S. NAILS 2x6 TRE 3-2x6 TI 2x4 L-NAILER (2100 MSR SPF) © (CREW — R3 CHANNEL STIFFEN KYNAR HI-RIB STEEL(D R4 ANGLE 91-0.1 3-2x6 LAMINATED COLUMN W/ 2x6 TREATED SPLICE STIFFENER (5) ROWS 2x8 UNTREATED T&G sQ 132N STALL H.C.STIFFENER IW LOWEST EST (3) ROWS 2x8 TREATED T&G SPLASHBOARD s0 MEMBER CUT-OFF .UT-OFF T#167 BASE TRIM r•k t ..d: 4'-6" �i- 6" LONGER LOWER 6" LONGE , r 218M (14 GA.) COLUMN STILT ® 218M (1� A 8"THICK ' 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) '}-• •• BELOW B a1 BELOW BOTTOM OF LOWER COLUMN WITH ADDITIOI A 18"O ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). 18"0 PLACE C p PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER C "{'t LOWER COLUMN IN ONE OPERATION. er ,u° CROSS SECTION A �; 41,a SCALE: 1/2"= 1'-0" OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-0875 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE 111, OXIDE IN CONFORMANCE WITH 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o U v GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE NO DIRECTION OF THE LICENSED / REGISTERED ENGINEER . Q_ N FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE 0% 0 (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE 4.) ♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE n - HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' m THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). 0/ w Z O TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 U a OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE _j TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE z CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. ~ z LL W FRAMING LUMBER -SIDE NAILERS ARE 2x4 S4S SPF W/2x3 STIFFENER, 2-2x4 L-NAILERS SPACED APPROXIMATELY :�i I 1 1 36" O.C. OR 2x6 NAILERS APPROXIMATELY 24"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO LL Z COLUMNS. ROOF PURLINS ARE 2x6 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C.ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. Q . BUILDING DESIGN CRITERIA z s ' ' ; BUILDING CODE 2010 NY BUILDING CODE Q >- "„1, 1 1 ROOFING TRUSSES/PLATED RAFTERS - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS Z °•,;;;:A;.,. PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS USE GROUP U < Ll CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN CONSTRUCTION TYPE Vg U Q ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. PLATED RAFTERS BUILDING CATEGORY I � O �"`°>0 ARE NO. 1 SOUTHERN YELLOW PINE. ROOF SNOW LOAD* 14 PSF ~ U GROUND SNOW LOAD 20 PSF U WIND SPEED (V3s) 120 MPH IL v` SIDING PANELS (KYNAR 500 / HYLAR 5000) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH AN 11­- WIND IMPORTANCE FACTOR 0.77 O •o U ADDITIONAL BAKED-ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON r/ EXPOSURE CATEGORY B l 1 i EXTERIOR. Z INTERNAL PRESSURE COEFFICIENT ±0.55 W F- OO BUILDING DESIGN CONDITION ENCLOSED = O ROOFING PANELS (FLUOROFLEX 2000 T"') -0.019"MIN. AZ55 GALVALUME WITH AN ADDITIONAL BAKED-ON MAX. DESIGN ELEVATION 1000 FT w 1 THICKNESS POLYURETHANE PRIMER AND KYNAR 500 / HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT WIND LOAD DESIGN ASCE 7 METHOD 2 In THICKNESS OF 2 MILS ON EXTERIOR. - ui > X O • TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, W Z O CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. m c� 2x6FK 10/09 Z l l l = w Lu n. 0 DO AOT F oOCEED 1 4"!',TH 1 1 EARTHQUAKE DESIGN DATA TABLE FRf;`AING UlTIL SURVEY OF FOU*,DATIO"J LO�;ATIQ"j 0.2 SEC SPECTRAL RESPONSE 0.195g HAS BEEN AFF?0:!ED. APPROVED AS NOTED z <C ACCELERATION (Ss) � I 2 1.0 SEC SPECTRAL RESPONSE 0.055g *DTr E _____13,P. # ACCELERATION (Si) COMPLY WITH ALL CODES OF ��0 Oo BY SEISMIC DESIGN CATEGORY n NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT �-'Y.• BUILDING CATEGORY (TABLE 1604.5) I AS REQUIRED D C 765-1802 8 AM TO 4 PM FOR THE DRAWN BBISHOP SITE CLASS D \ FOLLOWING INSPECTIONS: DA TE. 04/25/11 - I SOUTHOLD TOWN ZBA/� 1. FOUNDATION-T Vv�O, REQUIRED BASIC STRUCTURAL SYSTEM AND B-23 LIGHT FRAMED WALLS WITH ,�/ FOR POURED CONCRETE CHECKED BY.• AF SEISMIC-RESISTING SYSTEM SHEAR PANELS A SOUTHOLD 'gNPLANNINGBOARD 2. ROUGH-FRAMING,PLUMBING, DATE.' 04/29/11 RESPONSE MODIFICATION FACTOR (R) 7 V v�'� SO . DT&"N UST�ES STRAPPING,ELECTRICAL&CAULKING ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE 3. INSULATION REVISED DATE.' ---- SEISMIC DESIGN BASE SHEAR 75 LBS S.DEC 4. FINAL-CONSTRUCTION&ELECTRICAL REVISED DATE.' ---- � MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REVISED DATE.• ---- REQUIREMENTS OF THE CODES OF NEW * ROOF SNOW LOAD CALCULATIONS YORK STATE. NOT RESPONSIBLE FOR REVISED DATE.• ---- TYPICAL LUMBER SPECIFICATIONS -2005 NDS DESIGN OR CONSTRUCTION ERRORS. SIZE DESCRIPTION BENDING VALUE Fb Ps = 0.7 x Ce x I x Pg x Ct x Cs SHEET INDEX 2x4 NO. 1 8.2 SPF 1313 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 2x4 2100f MSR SPF 2100 PSI I = IMPORTANCE FACTOR =0.8 SHEET# DESCRIPTION Pg = GROUND SNOW LOAD = 20 PSF G1 OF G1 SPECIFICATIONS 8. SHEET INDEX 2x6 NO. 1 &2 SPF 1138 PSI Ct = THERMAL FACTOR = 1.2 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR ,Sl OF S6 COLUMN PLAN, ELEVATIONS 2x6 NO. 1 SYP 1650 PSI Cs = ROOF SLOPE FACTOR = 1.0 THIS BUILDING WAS PREPARED BY ME OR UNDER MY 2x8 NO. 1 SYP 1500 PSI Ps = 0.7 x 1.0 x 0.8 x 20 x 1.2 x 1.0= 13.44 PSF DIRECT SUPERVISION AND THAT I AM A DVYiulano S2 OF S6 TRUSS PLAN, RAFTER TRUSS DRAWING, & DETAILS 2x10 NO. 1 SYP 1300 PSI LICENSED/REGISTERED PROFESSIONAL SI(DEWALL SECTION A, COLUMN FASTENING DETAILS, STILT S3 OF S6 DETAIL 2x12 NO. 1 SYP 1250 PSI s���• •�1. ��� `7'�G� S4 OF S6 COLUMN DETAILS, FASTENING SCHEDULE ALL 1950f MSR SY 1950 PSI . �' 0 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSIZ• F r • d 31/2"x15" GLU-LAM 1650 PSI �, • •�.'�ca• RONALD L. S TTON, P.E. 5 1/4"x16 1/2" GLU-LAM 2400 PSI DATE:05.��(t'( REG.# 5 1/4"x19 1/2" GLU-LAM 2400 PSI +` "�Osejal, ES�set`'�o� SCA LE.7 AS NOTED NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. SHEET NO. t GIOFGI OFFICE. CUTCHOGUE, NY JOB NO. o I 128-0875 o C'7 0 1 l'-10 1/2" 1 V-10 1/2 N 2 S3 S4 o COLUMN PLAN LEGEND - 11 - 101 /2 11 - 101 /2 rNO � 18"R 18"R 18"R p - ol 3-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT 0 N 132N H.C. iv ® -3-2x6 LAMINATED COLUMN LOCATION W/2x6 TREATED SPLICE Q_ STIFFENERS I STIFFENER W/4'-6" EMBEDMENT m 0 0 ® -3-2x6 TREATED LAMINATED COLUMN LOCATION (CREW BUILT) W/2x6 O uj 1 3 TREATED SPLICE STIFFENER W/4'-6" EMBEDMENT D S4 S4 a -2-2x6 TREATED LAMINATED COLUMN LOCATION (CREW BUILT) w -ROOF LAP RIB SEALNT TAPE Z 18"R 18"R 18"R ( 0 18"R - 8 THICK MINIMUM READ[-MIX CONCRETE �./ 0'-0" ® 0'-0" BELOW BOTTOM OF LOWER COLUMN WITH U n- ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±). _1 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF T 11 -10 1/2" 11 -10 1/2" LOWER COLUMN IN ONE OPERATION. z z o iv � W l 1 1 o I (Y) w z N N QD SELECT LABEL Q 2' 8' SCALE: MOM 1' 4' 16' ui 1�1 � 46 W U Y`r� O F— L0 Ww J W ly f- O CL/ + O W U Q �/ o W > 0 O W z0 m T#8 RIDGECAP12 912 �3 1 1 1 v=i rY T#78 EAVE TRIM T#16 GABLE TRIM � 0 N T#21 CORNER TRIM T#21 CORNER TRIM W g HI-RIB STEEL SIDING HI-RIB STEEL SIDING —J _1 LIVE LOAD SF T#167 BASE TRIM I T. T#167 BASE TRIM z DEAD LOAD CEILING LOAD - PSF TOTAL LOAD 24 PSF DRAWN B BISHOP NORTH ELEVATION EAST ELEVATION DA TE.* 04/25/11 CHECKED 8Y.• AF DATE.' 04/29/11 REVISED DATE.- --- REVISED DATE.- ---- REVISED DATE.' ---- 3 r— 12 REVISED DATE.' ---- 19 _1111"111181'.. �$ s"v O � •OC = SOUTH ELEVATION WEST ELEVATION SCALE.-AS NOTED SHEET NO. S 1 OF S 4 OFFICE. CUTCHOGUE, NY 0 JOB NO. o I 128-0875 0 1 1'-10 1/2" 1 1'-10 1/2'. N TRUSS LOCATION Ilk DIMENSIONS A 2x6 BEV. FASCIA S2 M O O 0 CUSTOM 14'-10 1/2" RAFTER TRUSS m QQ `- (7) 20d R.S. NAILS O Z ......................................... .......................................... f—vo-00 Z • � O U ' 3-2x6 CORNER COLUMN J CLH TRUSS/BRACING PLAN w w 2' 8' DETAIL A (1) 0.135"x 1 1/2" R.S. NAIL IN EACH L W SCALE: MR SCALE: 1 1/2"= 1'-0" SIDE TAB OF CLIPS * L1 Z 1' 4' 16' ISI < LL! q.......... Z) ........... y..>........i::^.�. p 2x6 PURLIN o o ° F-- _ o ° W TRUSS : ryIL LLJ U F— O TRUSS/BRACING PLAN LEGEND r = o i - CUSTOM 14'-10 1/2" RAFTER TRUSSw v (2) 0.135"x 1 1/2" R.S. NAIL IN EACH z - 2x4 TRUSS TIE SIDE TAB OF CLIPS * Q� •— o * NOTE: Q X ALWAYS USE A TOTAL OF (12) 0.135"x 1 1/2" R.S. NAILS PER PURLIN J m W zo 2x6 PURLIN CLIP DETAIL c� Z Lu = C) uj W 0 � w 8 LIVE LOAD 20 PSF Z DEAD LOAD 4 PSF 1 1X1 1 PI. 2x4 PRE-NOTCHED TRUSS TIES CEILING LOAD - PSF TOTAL LOAD 24 PSF °•ggo oo 12 °p00o ° 9 °° "°° • BISHOP 2 MSR DRAWN BY. 12 2X1,22250 �0 33-5/8" DA TE.* 04/25/11 3 �— °°°° syA FASTEN TIES AT EACH TRUSS CHECKED BY. AF I °gg°°°°°° WITH (1) 30D R.S. & (2) °oog00%ogo 2X6 NO. 1 SYP °oog sago° ° 0 6-5/8" 16D R.S. NAILS DATE. 04/29/11 10" 8x13 PI. A 12„ 5x10 5x10 REVISED DA TE., ---- PI. Pl. 206Q Claw Clip REVISED DATE.' ---- Left and Right REVISED DA TE.- 11 '10—1 /2" 3'0" ---- BOTTOM CHORD OF TRUSS REVISED DA ---- of NF 14'10-1/2" .o�P�o � � a�� G . s 2x4 TRUSS TIE DETAIL 0. FOR BUILDINGS WITH 2x6 PURLINSrA o 1� CUSTOM 14'- 10 1 /2" RAFTER TRUSS �� °a•• ��, SCALE: 1/2" = 1'-0" SCALE.•AS NOTED SHEET NO. _j S20F S4 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-0875 CONDITIONS MAY REQUIRE MODIFICATIONS. Q T#8 RIDGECAP ® (2) 1/2N5 1/2"M. BOLTS 8 o RAFTER IN COLUMN (4) 20d R.S. NAILS U SADDLE 2x6 PURLINS 23-5/8" O.C. 12 N LAMINATED COLUMN (NO. 2 SPF) 0— o, 9 _� M 12 FLOUROFLEX HI-RIB STEEL 3 1 w m O � T#78 EAVE TRIM ° SEE FASCIA DETAIL Z r Lu O 10" CUSTOM 14'-10 1/2" RAFTER TRUSS _ 2x4 TRUSS TIE 3'-0" 4'-6" U 2x6 BEV. PURLIN —J J 1/2"x 5 1/2" M. BOLT 8 Z (4) 20d. R.S. NAILS 2x6 TREATED FACEBOARD 7'-3^ 2x4 L-NAILER (2100 MSR SPF) © 3-2x6 TREATED LAMINATED(CREW BUILT) W/ COLUMN 2x6 TREA EDSPL CE W 1 1 1 R3 CHANNEL STIFFENER (SEE DETAIL) 8'-9" I 1-1 KYNAR HI-RIB STEEL W Z R4 ANGLE 0 .::::.::....:... 8'-0" 3-2x6 LAMINATED COLUMN W/ 2x6 KYNAR HI-RIB STEEL `"' TREATED SPLICE STIFFENER (5) ROWS 2x8 UNTREATED T8G® DOUBLE TRUSS _ 132N STALL H.C. STIFFENER F"" CL/ Li u W �Ceti'f 2x6 FASCIA `- Q :: T#1448146 TREATED LAMINATED °- U ``t2 18" LOWEST (3) ROWS 2x8 TREATED T&G SPLASHBOARDs0 18" LOWEST FASCIA DETAIL MEMBER CUT-OFF MEMBER CUT-OFF COLUMN DETAIL r v T#167 BASE TRIM SCALE: 1 1/2"= 1'-0" 1 1 1 Z W �— O � = O - W U � Q � o W QX 4'-6" 4'-6" > 0 6" LONGER LOWER 6" LONGER LOWER TREATED COLUMN STIFFENER APPLIED W Z O UPPER COLUMN ON THE RIGHT SIDE OF THE COLUMN a AS VIEWED FROM THE INSIDE. (SIDE WITH THE LOWEST SPLICE CUT) Cf� Z 450 BEVEL AT TOP l i l v=i 218M (14 GA.) COLUMN STILT 218M (14 GA.) COLUMN STILT Q w 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) '• 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) a' BELOW BOTTOM OF LOWER COLUMN WITHBE LOW BOTTOM OF LOWER COLUMN WITH Q S 18"0 ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). 18"O ADDITIONAL CONCRETE TO TDP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF PLACE CONCRETE BELOW AND ABOVE BOTTOM OF _J LOWER COLUMN IN ONE OPERATION. LOWER COLUMN IN ONE OPERATION. LOWER COLUMN _l CROSS SECTION A Q Z SCALE: 1/2"= 1'-0" LOWEST SPLICE CUT NOTE: DRAWN BY. BISHOP NAIL STIFFENERS TO BUILDING 3-2x6 LAMINATED COLUMN COLUMNS 8"O.C. STAGGERED WITH DA TE: 04/25/11 INSIDE OUTSIDE 0.131"x 3 1/2" HOT DIPPED CHECKED BY. AF 1 1/4"xl 1/4"x14 GA. SUPPORT ANGLE GALVANIZED (HDG) RING SHANK FASTENED TO COLUMN AT EACH _ NAILS. PLACE 6 ADDITIONAL NAILS DATE. 04/29/11 CORNER WITH (3) .148"O x 2" s, -2x6 LAMINATED 7 NEAR THE COLUMN SPLICE. STAINLESS NAILS. (12 TOTAL NAILS REVISED DATE.' ---- PER COLUMN) a,,� COLUMN ••• — 14 GA. CHANNEL WITH 114" PLATED im l,-0„ ,(� REVISED DATE.45° BEVEL ON BOTTOM RIVET TO SUPPORT ANGLE s OTAL s STR REV/SED DATE. - --- UNDISTURBEDSOIL REV/SED DATE.' ---- STILT sroce 0 o "®o. FWD �0 ES 1. INSTALL PRESSURE TREATED ��*.•Z►� SGS. LOWER COLUMN WITH STILT IN THE :0 0� AUGERED HOLE. INTERIOR g e ,: ,. : 2. POUR READI-MIX CONCRETE INTO :,�`� �• �� 5771 THE HOLE AS SPECIFIED. n t EXTERIOR 41,011 NOTE: 3. BACKFILL AND COMPACT THE FOR FOOTING DIAMETER, STILT SPECIFICATIONS, ^ "• ... ANNULAR SPACE AROUND THE NAIL KEY AND AMOUNT OF READI-MIX, SEE PLANS. O S , o4 COLUMN TO GRADE WITH SOIL o 0.148".x 4" (20d) NAILS STILT ISOMETRIC AUGURED FROM THE SITE. 0.131"x31/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS COLUMN SPLICE STIFFENER DETAIL 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2"= V-0" (SCALE.•AS NOTED SHEET NO. S30F S4 OFF/CE.- CUTCHOGUE, NY JOB NO. 128-0875 U - %0 N a ^ � O CUSTOM 14'-10 1/2" RAFTER m TRUSS (ABOVE; FASTEN TO COLUMN W/ (6) 20d R.S. NAILS) O Z II � z KYNAR HI-RIB STEEL ( 0 R4 ANGLE 8' 2-2x6 TREATED COLUMN I J —~� 3-2x6 LAMINATED COLUMN W/2x6 - —— — ——- v (CREW BUILT) I KYNAR HI-RIB STEEL TREATED SPLICE STIFFENER --� 3-.^.xb LAMINATED COLUMN W/2x6 R4 ANGLE 8' 2x6 TREATED FACEBOARD x TREATED SPLICE STIFFENER I R4 ANGLE 8' --�-� 2x8 TREATED FACEBOARD T#21 CORNER TRIM W W �--- R4ANGLE 8' :E Lu 1/2"x6" OSB STRIP /W Z FRONTWALL COLUMN DETAIL # 1 BACKWALL COLUMN DETAIL #2 RIP IN HALF V SCALE: 1 1/2"= 1'-0' SCALE: 1 1/2"= F-0" Q CORNER DETAIL #3 Z }A:-ZAAA SCALE: 1 1/2"= 1'-0" .::. n imri.:. �. V 0 n u ': 0 U IL � 0 W w r s o W U 0 � o w > X O W zo Lu ow W CL oN W g } Q ROOF STRUCTURE FASTENING SCHEDULE Z (D T#8 RIDGE CAP #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.) ® HI-RIB STEEL TO 2X6 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.) DRAWN BY. BISHOP QQ 2x6 PURLINS TO TRUSS (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS DATE.' 04/25/11 WALL FRAMING FASTENING SCHEDULE CHECKED BY.• AF DATE. 04/29/11 �a COLUMN STILT (14 GA.) TO COLUMN (12) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS REV/SED DA TE: ---- 2x8 SPLASHBOARD TO COLUMN x A x A CONNECTION REVISED DATE.' ---- © NAILER TO COLUMN (4) 0.148"x 3-1/2" (20d) RING SHANK NAILS Q SPLICE/ (4) 0.148"x 3-1/2" (20d) RING SHANK NAILS Q STANDARD CONNECTION REVISED DATE. • ---- HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) REVISED DA TE: ---- . SGS• oJ��'I114�t��l c�S • off-- ' SCALE.-AS NOTED SHEET NO. —J LS40FS;4_j