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HomeMy WebLinkAbout49224-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY " BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPRO"V"ED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49224 Date: 5/10/2023 Permission is hereby granted to: Williams, Leonard 46 Washington Ave ....._. Garden City, NY 11530 To: Construct an accessory garage to an existing single family dwelling as applied for. Must maintain a minimum setback of 15 feet. At premises located at: 6925 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-10-16 Pursuant to application dated4/6/2023 and approved by the Building Inspector. To expire on 11/8/2024. Fees: ACCESSORY $388.00 CO-ACCESSORY BUILDING $50.00 Total: ....... .. 43 8.00 Building Inspector wr -4 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ://www.sotith l(lto.ryrincro—y Date ary APPLICATION FOR BUILDING PERMIT For Office Use Onlyr/ n I f t PERMIT N0. Building Inspector: a w' 2DZ2 Applications and forms must be filled out in their entirety. Incomplete + •wa applications will not be accepted. Where the Applicant is not the owner,an `)VV I OF Owner's Authorization form(Pr,; )shall be completed. I Date: OWNER(S)OF PROPERTY: Name: �� VD SCTM# 1000- �ZI..- Op- ©l(e Project Address: (.16 Phone#: 9I'1- q2� _ Email: Mailing Address: CONTACT PERSON: Name: Mailing Address:AZZ3� Phone#: (e?✓'I- Zj- I .. ���l�l. k�i� �i DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address; Phone#: �?J�_Zg�j_C � Email: ��- CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: 73`' AlJ:kil� NIIJJ' -424 1 DESCRIPTION OF PROPOSED CONSTRUCTION 'New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑OtherQ 2 q removed from, premises? ❑Yes I�Vo a i Will the lot be re-graded. ❑Yes�,No Will excess fell be i APP-IL5-901 J, M` �o 4 1 ` r PROPERTY INFORMATION Existing use of property: 6-9;4� TAMT-1-�A Intended use of property: A � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _ this property? ❑Yes )eNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): f '4Authorized Agent ❑Owner Signature of Applicant: Date: 7-ZI -Z6; STATE OF NEW YORK) `SSS:,_, ,J COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the 064 (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/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this P O. 1 day of Q 20 �tlz ry flublic : '.fit: MW4 PROPERTY OWNER AUTHORIZATION ,` " ,*" (Where the applicant is not the owner) �r� i N�E\N, `' residing at 1"4 rt do hereby authorize to apply on my behalft ti o f old Building Department for approval as describ h7in,, Owner s- Ignature Date Print Owner's Name 2 ,.pp DAT (9/ YY17 /22 0 21 00 CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. certificateIMPORTANT:If the holder is an INSURED, YcrpADDITIONAL INSURED provisions be endorsed.If SUBROGATION IS WAIVED,subject the terms and conditions of the policy,certain policies may requirean endorsement.A statement on this - certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT 'p NAME: Aon Risk Services Central, Inc„ pi F (866) 283-7122 ..�..._.._._. FAX (800) 363-0105 d Chicago IL office QAC ate.Ex IAS,No _____________________� v 200 East Randolph ADDRESS: _ Chicago IL 60601 USA INSURER(S)AFFORDING COVERAGE NAIC# ...._. .......... ......._...� '.INSURED INSURER A: Zurich American Ins Co 16535 'Morton Buildings, Inc. INSURER B: American Zurich Ins Co 40142 West Adams Street Great American security InCo 31135 Mor INSURER C: Morton IL 61550 USA s _,. Mor _ INSURER D: INSURER E: .._.. ...... ................_. .... .._. INSURER F: COVERAGES CERTIFICATE NUMBER:570089614952 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested I7'li TYPE OF INSURANCE INSO yq/VO POLICY NUMBER MMIIICY DIYyyy. MMpDD YyYPY.. LIMBS A X COMMERCIAL GENERAL LIABILITY GLO 3 EACH OCCURRENCE ',. 52,000,000 �._ . L. _ CLAIMS-MADE OCCUR SAPREMISES(E�.occurrence ...... M N 'rL $1,000,000 MED EXP(An one person) $50,000 PERSONAL&ADV INJURY $2,000,000' w LO �....... a.... ..........� ........_. m GEN'L AGGREG�LIMITAPPPER:El _ v X .POLICY ,,,w(LOC PRODUCTS GENERALA� ACOMPOPAGG TE $10E0x0C10Uded � PR". J,EGT m 0 OTHER: o A AUTOMOBILE LIABILITY BAP 9376314 18 10/01/2021110/01/2022 COMBINED SINGLE LIMIT $3,000,000 '..X BODILY INJURY(Per person)ANY AUTO C Z OWNED SCHEDULED BODILY INJURY(Per accident) r AUTOS ._ ...... ................ to AUTOS ONLY PROPERTY DAMAGE HIREDAUTOS NON-OWNED V ONLY L AUTOS ONLY Per acadentl d C X UMBRELLALIAB X OCCUR UMB4033493 10/01/202110/01/2022 EACH OCCURRENCE $2,000,000 U umbrella Liability aGG EXCESS LIAB CLAIMS-MADE REGATE $2,000,000 _....... 'DED FRETENTIIN B WORKERS COMPENSATION AND WC93763111 1070172021 1,10/01/202' X PER STATUTE OT,W A OFFICER/MEMBER EXCLUDED' AOS ""'"" '""""" EMPLOYERS,LIABILITY ANY PROPRIETOR I PARTNER/EXECUTIVE Y 8 E.L.EACH ACCIDENT $1,000.00 0 NIA Wc937631218 10/01/2021.10/01/2022 (Mandatory in NH) ""' '..MA,WI E.L.DISEASE EA EMPLOYEE $1,000,000 It yyes,describe under """"""'"""'""'"" "..... 1 DESORIPTION OF OPERATIONS below E,.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACOAD 101,Additional Remarks Schedule,may be attached It more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town Of Southold AUTHORIZED REPRESENTATIVE PO BOX 962 Cutchogue NY 11935-1146 USA ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ��P r ram -4 X05 Scott A. Russell � 1JFFQ SC O�][Zl��l WA\T]E]k SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 oSouthold f 53095 Main Road-SOUTHOLD,NEW YORK 11971 �r Town CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT tf ONLY FOR PROPERTIES ONE ACRE IN AREA OR LA 1" APPLICANT: (Property Owner, Design Professional, Agent, Contractor, - — . _ — _ _ — _- -. — .� _. — — Other) i° NAME: " Date: � Contact InfosAt ;^ iC-11ad R relephnne Numhei) PropertyProp-Lrty Address / Location of Construction Site: �� � ► S.C.T.M, 1000 District LAO Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT i - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required !. No S.P.D.E.S. Permit is Re aired [3 - Project does Not Discharge to Waters of the State. - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit i. DIRECTLY From N.Y.S._D.E.C. Prior to Issuance of Buildil Permit. - Area of Disturbance is Greater than I Acre & Storm-water Runoff F lows Through Southold Town's MS4 Systems to Waters of the State of Ne\,• York, THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit thrm 10,h the Southold Town Enaineerin De rtti ent Prior to Issuance of a Building Permit. c Date: 13 '' Reviewed By: + ,. FlIR M � CM('P-T(1C()rrnhar 7n I c) Alec � � �� j —\ko W As s c ssaks 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 1 28-1 1 6226 LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. 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. o 10,000 PSI,STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE U `t 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE ch MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO %O DIRECTION OF THE LICENSED / REGISTERED ENGINEER . RESIST BOTH AXIAL AND BENDING FORCES. 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE n— a FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' co (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O Z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (] 000 Z (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED r 0 WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). r ^ CL V TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 z OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. a/ PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH LjLj USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 1 1 1 FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED u: "0 > z AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE 11 :;. 0 AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT D ry Q STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. -' ■ ■� `;sbu 'fl SIDING & ROOFING PANELS (FLUOROFLEX 1000 T-) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME z �- STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON J O U w w EXTERIOR. _J F- ZO O TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, ! 1 CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. r-v o GUTTERS -5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH 00 cm SIDES OF THE BUILDING. Z O 2x4 F 1 F 1 MFS 09/20 a- Lucn _ 0 ul w UJ _1 z Q Z BUILDING DESIGN CRITERIA DRAWN BY.• BA USE GROUP U APR 0 5 2023 4 ;`;' DATE. 6/6/2022 CONSTRUCTION TYPE VB4' "` tclF Ur,,.-' _ [' CHECKED BY., WLM RISK CATEGORY I -cok xoFSaffil,')"D DATE: 6/10/2022 CURRENT LUMBER SPECIFICATIONS (06-01-2013) BUILDING AREA 720 SQ. FT. REVISED DATE.' --- SIZE DESCRIPTION BENDING VALUE Fb BUIDING DESIGN ELEVATION 50 FT. REVISED DATE.' ---- S H E ET INDEX 2x4 NO.2 SPF 1313 PSI ROOF SNOW LOAD 20 PSF REVISED DATE: ---- 2x4 NO. 1 SYP 1500 PSI GROUND SNOW LOAD 20 PSF SHEET # DESCRIPTION 2x4 2100f MSR SPF 2100 PSI WIND SPEED (VULT) 130 MPH REVISED DATE. ---- G1 OF G1 SPECIFICATIONS & SHEET INDEX 2x6 NO. 2 SPF 1138 PSI WIND SPEED (VASD) 101 MPH I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS Sl OF S6 COLUMN PLAN 2x6 NO. 1 SYP 1350 PSI BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT S2 OF S6 TRUSS PLAN & DETAILS 2x6 2100f MSR SPF 2100 PSI SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED S3 OF S6 TRUSS DRAWING & DETAILS 2x6 2400 MSR SYP 2400 PSI PROFESSIONAL ENGINEER. S4 OF S6 ELEVATIONS 2x8 NO. 1 SYP 1250 PSI Date. 2022.06.16 S SS OF S6 SECTIONS & DETAILS 2x8 2400 MSR SYP 2400 PSI iBENJAMIN � p� i ' S6 OF S6 SECTIONS & DETAILS 2x10 NO. 1 SYP 1050 PSI 15.28.3 -OS002x10 2400 MSR SYP 2400 PSI . OBRIST, P.E. �OF NEW 2xl2 NO. 1 SYP 1000 PSI ben.zobrist@allieddesignoes.com '� J. Ioy�� 2x 12 2250f MSR SYP 2250 PSI DIGITALLY CERTIFIED BY BENJAMIN J.ZOBRIST ON DATE 1 1/2"x16' LAMINATED VENEER LUMBER 2800 PSI ADJACENT TO SIGNATURE ABOVE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND 31/2"x15" GLU-LAM 1650PSI SEALED AND THE CERTIFICATE MUST BE VERIFIED ON r tk= ELECTRONIC COPIES. 5 1/4"x16 1/2" GLU-LAM 2400 PSI _ 5 1/4"x19 1/2" GLU-LAM 2400 PSI J'�`O 102832 ��� SCALE.• AS NOTED piP�FESSIONP� SHEET NO: OF: G1 1 G1 rOFFICE: CUTCHOGUE, NY JOB NO. 128-116226 .j • Lo v %o N c� 0 ce ui to (D z Lu z 0 CN4 I O_ 0 C? N z 0 7'-4 1/2" 7-6" 7'-6" 7-4 1/21, CN 1'_0"VENTED SIDEWALL OVERHANGS 1'-0"NON-VENTED ENDWALL OVERHANGS r"10100 Li—i I A S5 A 11 23 -9 u i L 3 - 18"M 1811M 18IIM 1811M 1 elm _...'00 I ...... C%4 < Liu z 15'-10 1/2" 18"M 18'M 15'-10 1/2" Lu Q� n ry 2 9 < 7'-10 1/2" 7'-10 1/2" z 18"M 18"M %o L 0 ui 18IIM 18"M 18"M 18"M 18"tA TL.=4= lu :2 1811M 1 <�> 11 8"M 01-01, "1, _k— 01-01, L 2 x S6 I S6 0 101-01, 101-01, 7r v v v IL 0 N IN IN IN C4 0 1 1- 1- 1- 1- z b 0 ce CN CNJ 'q 10 N ^ Lu 2'-10 1/2" — 2'-0" 2'-10 1/2" 2'-0" Lj_j 8 COLUMN PLAN DRAWN WN BY.- BA DATE: 6/6/2022 CHECKED BY. W L M DATE.' 6/10/2022 ROUGH OPENING SCHEDULE REVISED DATE: ---- COLUMN PLAN LEGEND REVISED DATE., UNIT SYMBOL 3-2x6 LAMINATED COLUMN LOCATION FROM LEGEND WIDTH HEIGHT REVISED DATE. HEADERED TRUSS LOCATION 38 1/4" 811, �REVISED DATE.' 3068 9-LITE TEMPERED GLASS IN PLAIN 2-PANEL LEAF FIBERSTEEL WALKIDOOR, OUT SWING, LEFT HINGE WITH CLOSER, LOCKSET - (2) 1 0'-2"x8'-1"OVERHEAD DOORS trif NEW�, SNOW RETAINERS xi J. - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS sQ - 7116"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S6) 18"M - 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED ROD WITH AN ADDITIONAL MINIMUM 11"ABOVE BOTTOM OF PRECAST CONCRETE 102832 COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ss T 16 aor 2022 )IGITALLY NEDANDSEALED Y NJAMIN J.ZOBRIST.CERTIFICATE VEST BE VERIFIED ON ELETR COPIES PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED 2' 8' SCALE: R F I SCALE. AS NOTED 7, 7' 16' SHEET NO: OF: si I S6 j OFFICE: 3' CUTCHOGUE, NY JOB NO. 28-1 1 6226 24' - 2x8 (NO.1 SYP) 1 END RAFTER ASSEMBLY _j (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME • o v 2x4 BEV. PURLIN :� F, c TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH I �— w (1) 16d R.S. NAIL EACH SIDE O z (4) 4"STRUCTURAL SCREWS PER CONNECTIONri- Z END COLUMN EXTENSION OR UPRIGHT ( Lu \..J OVERHANG FRAME 24' -2x8 (NO.1 SYP) ASSEMBLY FASTENED TO END RAFTER = 2x6 OVERHANG NAILER END RAFTER ASSEMBLY ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER v (7) 4"STRUCTURAL SCREWS AND FRAMING MEMBER WITH (2) 16d R.S. z NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. 1 1 1 3-2x6 CORNER COLUMN Lu DETAIL B z —` SCALE: 1 1/2" = V-0' Fr o Q ............................ ............................ ....................... 1DETAIL A `n SCALE: 1 1/2"= V-0" - - - o J ............................ ............................ ............................ o z ( 3 I II - - - - - - B 60d R.S. NAIL I O U J ADDITIONAL 2x6 NAILER oO O O O I S2 I� W 1 1 1 J , Z 4"STRUCTURAL SCREW pO THROUGH STRAP INTO TIE 20 GA. GALVANIZED I BOTTOM CHORD o PURLIN CONNECTOR 5-; (3) 1 1/2" R.S. NAILS OF TRUSS A �' � o THROUGH STRAP I I I I S2 0' •e LONG END BRACE STRAP O l i a (4) 2 1/4" R.W. NAILS 7'-4 1/2" 7'-6" 7'-6" 7-4 1/2" ^ Q (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) v CL ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) �� Z o r i LjLj = Q � i. N O` Lu °� ADDITIONAL 2x4 TRUSS TIE r N 2x4 TRUSS TIE DETAIL 0 � TRUSS/BRACING PLAN SCALE: 1/2"= 1'-0" W g ADDITIONAL 2x4 TRUSS TIE TO ENDWALL DETAIL —' SCALE: 1/2" = 1'-0" z Z DRA WN B Y.' BA DATE: 6/6/2022 CHECKED B Y.• W LM DATE: 6/10/2022 REVISED DATE.' ---- REVISED DA TE.' ---- REVISED DATE: --- REVISED DATE.' --- NEW y TRUSS/BRACING PLAN LEGEND ���P�,`1, j• I�e�°�� I -24' 4075-S1 R.C.TRUSS m �` 2 -24' END RAFTER ASSEMBLY r W s - 2x4 TRUSS TIES a -2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) �`�A 102832 �OF SS N .� 16 ax 2022 )IOITALLY NEDAND SEALED Y NJAMINJ ZOBRIST CERTIFICATE MUST BE VEFIFIED ON E LETR COPIES PRINTEDCOPIES OFTHIS DOCUMC NT ARE NOT CON OERED SIGNED AND SEALED 2' 8' SCALE: m I I (SCALE: AS NOTED 1' 4' 16' SHEET NO: OF: S2 I S6 OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-116226 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. C5 01. uj co OD z Lu z 0 a, ri-000 Lj-j Lu Ll ...... ..... NORTH ELEVATION z uj < z loo 440 0 Lu Lu o T#16 GABLE TRIM 6 0 0 HI-RIB STEEL SIDING T#21 CORNER TRIM 0 rr" T#167 TRANSITION TRIM rrn HI-RIB STEEL WAINSCOT T;167 BASE TRIM z o Lj Lj 1: cn 00 LLI I I I of Lu 191-01, 5-0" 0 EAST ELEVATION L-u 0 b o z aC WEST ELEVATION VENT-A-RIDGE eDRAWN BY' BA DATE: 6/6/2022 CHECKED BY: W LM 5" O.G. GUTTERS DATE: 6/10/2022 REVISED DATE: ---- HI-RIB STEEL SIDING REVISED DATE: T#21 CORNER TRIM REVISED DATE.' T#167 TRANSITION TRIM REVISED DA TE.- HI-RIB STEEL WAINSCOT T#167 BASE TRIM (if NEW J. 8'-0" 14'-0" b bo 102832 b ss SOUTH ELEVATION 16 ?0,?,? AGITALLY NED AND SEALED Y NJAMINJ ZOBRIST CERTIFICATE CT 11 VERIFIED ON EUETR COPIES PlINTIOCOP'ESOF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. 2' 8 SCALE-- AS NOTED SCALE: R F-= SHEET NO: OF. 7, �4' 16' j � S4 I S6 OFFICE: DESIGN AND EXPLANATORY NOTES NY_j JOB NO. LOWER COLUMN 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 1 28-1 1 6226 PRECAST CONCRETE CONDITIONS MAY REQUIRE MODIFICATIONS. COLUMN INSTALLATION 3/4"ADJUSTMENT ROD 2. CONCRETE FLOOR NOTES: WITH BASE PLATE 1. INSTALL PRECAST CONCRETE a. 4000 PSI, 5 1/2 BAG MIX CONCRETE. COLLMN W/ADJUSTMENT ROD & o :•:::. ~".?`...' BASE 'LATE IN THE AUGERED b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM U .� UNDISTURBED SOIL '-: HOLE DISTANCE OF 10' PLUS OVERHANG WIDTH.•:::,: Q_ �•' .A c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. N 2. PLUMB PRECAST CONCRETE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING COLLMN IN BOTH DIRECTIONS MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILLLu 0— �,.. ..; 3. ADJUST HEIGHT UP OR DOWN BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. WITH ,ADJUSTMENT HEX ROD d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. O D ® TRUSS IN COLUMN ': �:• Z 1.. Lu SADDLE ' 4. POUR READI-MIX CONCRETE INTO 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF r� Z LAMINATED COLUMN THE HOLE AS SPECIFIED. LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V � 5 BACKFILL AND COMPACT LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND f ^ CL LOWER COLUMN ANNLLAR SPACE ROUND THE TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. TRUSS SADDLE ISOMETRIC COLUMN TO GRADE WITH SOIL z ISOMETRIC AUGERED FROM THE SITE. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION I 1 1 INSTRUCTIONS. 1 1 1 Z FLUOROFLEXTM 1000 HI-RIB STEEL GABLE PURLIN FLASHING 2x4 PURLINS T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS 2x6 FASCIA J �u-i ri_ rN FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 PURLINS @ 22"O.C. T#194 TRIM i (1) 4"STRUCTURAL SCREW THROUGH STRAP w ..: (NO. 2 SPF) & INTO BRACE� Z) U SOFFIT 2' END BRACE STRAP W/ PRE-PUNCHED HI-RIB/SOFFIT CAP TRIM HOLES (BEND TO FIT) FASTENED W/�� �� (3) 0.140 x 1 1/2" R.S. NAILS Z f- 2x4 BEV. PURLIN i WIRE MESH 24' - 2x8 (NO.1 SYP): .10 2x6 DIAGONAL BRACING FASTENED O C.,., END RAFTER ASSEMBLY TO COLUMN W/(4) 16d R.S. NAILS Lj l 1 1 FILLER STRIP 2x6 E.C.E. / 24' 4075-S1 R.C.TRUSS J t— O 2x6 BEV. FASCIAix ° 2x4 TRUSS TIE II = Q 5" O.G. GUTTERS 24' 4075-S1 R.C.TRUSS 1 T#144 & 146 FASCIA TRIM I — — — — — — — — — — — — — — — — — — — — — — — — — — � O SOFFIT ADDITIONAL 2x6 NAILER HI-RIB/SOFFIT CAP O Zo 2x6 OVERHANG NAILER a (2) 1/2"x5 1/2"M. BOLTS & (4) 4" STRUCTURAL SCREWS �� z L J = cn ix uj 2x2 VERTICAL BLOCKING a. AT COLUMN LOCATION Q vi ( 2 ) ROWS 2x4 NAILERS (2100 MSR SPF) ! 1 1 8 FLUOROFLEXTM 1000 HI-RIB STEEL J 10'-0" 3-2x6 LAMINATED COLUMN GRADE TO HEEL Z T#167 TRANSITION TRIM 2x6 NOTCHED NAILER (2100 MSR SPF) FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16" OSB PROTECTIVE LINER DRAWN BY.• BA T#167 BASE TRIM DATE: 6/6/2022 (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD CHECKED BY. WLM YELLOW ZINC SCREWS 4. DATE: 6/10/2022 6"CONCRETE FLOOR REVISED DATE.' ---- REVISED DATE.' ---- 8" ' REVISED DATE.• ---- 8" FINISH GRADE REVISED DATE.' -- — 4"MINIMUM COMPACTED GRANULAR BASE♦ FINISH GRADE OR IN SITU GRANULAR SOIL OF NE{yyo 360M &370M BRACKETS FASTENED TO MFS �� P�%N J. 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH .41 (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & 4'-0" °a 370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS W ° da a. , MFS PRE-CAST CONCRETE COLUMN as 21"THICK CONCRETE PAD(2500 PSI MINIMUM). \ °d 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN ` 102832 AROUND EXPOSED REBAR CAGE AND 3/4"xl4" a ,a 21"THICK CONCRETE PAD(2500 PSI MINIMUM). '10F SS N BELOW BOTTOM OF PRECAST CONCRETE COLUMN r �°�� 18"Q) THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 20" 16 wrzOz2 AROUND EXPOSED REBAR CAGE AND 3/4"xl4" 11GITALLY NED AND SEALED Y -NJAMIN J ZOBRIST,CENTIFICATF ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. 18"Qf MUSTBEVERIFIEDONELETR ' COPIES PRINTEDCOPIESOFTNIS Xl THREADED ROD WITH AN ADDITIONAL MINIMUM 1" DOCUMENT ARE NOT CONSIDERED SIG NED AND SEALED PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF SIDEWALL SECTION A EN DWALL SECTION B LOWER COLUMN IN ONE OPERATION. (SCALE: AS NOTED SHEET NO: OF.• SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" C� S L OFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 1 6226 HEADER FASTENING SCHEDULE HEADER STUB JAMB • p (2) 1/2"x5 1/2"M. BOLTS & MEMBER COLUMN COLUMN (4) 4"STRUCTURAL SCREWS EA. 2x10 4 4 Q_ co NOTES: 2x6 BLOCK BETWEEN NAILERS °, 1. NUMBERS ABOVE ARE 4"STRUCTURAL NAILED TO COLUMN W/20d M SCREWS REQUIRED PER CONNECTION. 0— Cie 2. PRE-DRILL HEADERS AS REQUIRED GUN NAILS. NAILED 3"O.C. w TO PREVENT SPLITTING. m 3. IF NUMBER OF SCREWS REQUIRED FOR O Z HEADER TO JAMB COLUMN CONNECTIO14 w ° IS EXCESSIVE TO CAUSE SPLITTING, Z THE EXCESS SCREWS MAY BE INSTALLED ^ Q �.../ 2 i24' 4075-S 1 R.C.TRUSS IN HEADER SUPPORT BLOCKING. � � 2 ° 12 LAMINATED COLUMN 7 O L --- 1 1 1 1 1 1 (3) 2x10 HEADERS 2x4 NAILERS 7 (NO.1 SYP) 7/16"OSB 3-2x6 STUB COLUMN LAMINATED COLUMN 2x6 BLOCK _ T#124 T#129 O.H.D. 2x2 BLOCK ALUMASEAL z T#151 T#152 w l, 0 T#154 Q Q V 2x3 JAMB (BEYOND; 8'-3" BOTTOM 2' TREATED) GRADE TO BOTTOM Q OF 2x6 BLOCK 3-2x6 JAMB COLUMN (BEYOND) 2x6 OVERHANG NAILER z F— � 2x6 TRACK BLOCK (BEYOND; w J BOTTOM 2'TREATED) O - -� E— O OHD HEADER SECTION C = o SCALE: 1"= V-0" END TRUSS 2x4NAILERS ;�- - - - - - - - - - - - - - - - - 2x6 VERTICAL BLOCKS@ Q COLUMN BETWEEN NAILERS �-/ - - - - - - - - - - - - - - - W i - - - - --- - - - - - - - - - - - -� PERIMETER OF OSB SHEETS Q vi NAILED W/1-3/4" RING SHANK g COIL GUN NAILS SPACED 3"O.C. 1 1 1 - - - - - - - - - - - - - - - - - -� Z EXTRA NAILERS ADDED ,1—'- - - - - - - - - - - - - - - - -1 BETWEEN STD. NAILERS (MAX. SPACE TO BE 24") OSB NAILED TO INTERMEDIATE —.— - - —.— - - —.— - - - - —•—I SUPPORTS W/1-3/4" RING SHANK - - - - - - - - - - - - - - - - - -� COIL GUN NAILS SPACED 6"O.C. DRAWN BY.• BA I- - - - - - - - - - - - - - - - - - • DATE: 6/6/2022 - - - - - - - - - - - - - - - - - -I CHECKED BY. WLM ( LAMINATED 6/10/2022 COLUMN I- - - - - - - - - - - - - - - -I. REVISED DATE: ---- . . :I- - - - - - - - - - - - - - - - - -I: REVISED DATE., ---- �' REVISED DATE., ---- I— — — — — — — — — — — — — — — — — —I .- - - - - - - - - - - - - - - - - - REVISED DATE.' --- 1 1• 5/4x6 NAILER - - - - - - - - - - - - - - - - - -I' - - - - - - - - - - - - - - - - - -I: 2x8 TREATED BASEBOARD t, P�1\N J, I���.f� MFS PRE-CAST CONCRETE COLUMN r �' 'I— — — — — — — — — — — — — — — .4, I' 102832 .a .a 16 2022 ••C • ° ' ATE MUSTBEVERIFIEDONELETR 'Y COPIESI PRINJ NTED COPIES OF TOBPlST C) DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. 7/16" OSB SHEARWALL ELEVATION rSCALE. AS NOTED 1/2"= l'-0" SHEET NO: OF., S6 S6