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HomeMy WebLinkAbout39952-Z ��o�S�PFQt,fcoG�� Town of Southold 9/9/2016 P.O.Bog 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38506 Date: 9/9/2016 THIS CERTIFIES that the building COMMERCIAL Location of Property: 4460 Depot Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-5-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore -filed in this office dated 5/16/2014 pursuant to which Building Permit No. 39952 dated 7/15/2015 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: additions and alterations to an existing building for a woodworking and cabinetry shop as applied for. The certificate is issued to MI-LUC LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-14-0007 9/9/2016 ELECTRICAL CERTIFICATE NO. 39952 1/12/2016( PLUMBERS CERTIFICATION DATED 1/8/2016 K&K Plumbing AuthoAzel Signatur o�SUFFoc,r�oG TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 39952 Date: 7/15/2015 Permission is hereby granted to: Hennessey, Walter & Fontana, Marianne PO BOX 168 Cutchogue, NY 11935 To: Additions and alterations to an existing commercial building as applied for per planning board approval with sprinkler system. At premises located at: 4460 Depot Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-,5-8 Pursuant to application dated 5/28/2015 and approved by the Building Inspector. To expire on 1/13/2017. Fees: COMMERCIAL ADDITION/ALTERATION $633.00 CO -COMMERCIAL $50.00 Total: $683.00 16u- l Inspector pF SO(/j�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® �Q roger.riche rt(d-)town.southoId.nV.us Southold,NY 11971-0959 ;4` couffN - BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rising Sun -Wood Shop Address: 4460 Depot Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 39952 Section: 96 Block: 5 Lot. 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 171 Ceiling Fixtures HID Fixtures Service 3 ph 600A Hot Water GFCI Recpt 6 Wall Fixtures 11 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel 7 A/C Blower 2 Range Recpt Fluorescent Fixture 55 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures3 Time Clocks 1 Disconnect Switches R56 Twist Lock Exit Fixtures 2 TVSS Other Equipment: 6- Combination Exit/Emergency Fixtures, 3- Paddle Fans, 3- Exhaust Fans, 4-Gas Heaters, 10-20A Twist Lock Recepticles,6-30A Twist Lock Recepticles, 1-Kick Heater. Notes: Inspector Signature: - Date: January 12, 2016 Electrical 81 Compliance Form.xls VFo � a _ Town HUB.53495 Main Road '� Fax(631)765-9502 P.O_Box 1179 °d°�Ol Telephone(631)765-1802 Southold,New Yarn 11971-0959 BUILDING DEPARTMENT TOWN OF SOZJ'1`ISOLD 1 CERTIFICATION Date: Building Permit No. 9 9 owner. L u!g: L L-C (Please Print) Plumber_ ' (Please p t I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (� {Pltm�bers Signatwce) Sworn to before me this p day of 20� Lm�— BONNIEJ.DOROW Notary Public,State Of New York to O1D06095328, Suffolk my Notary Public, 5U-(3F6t V. jCounty rxpiresJuly 7,20 0 4�[�'crn�aPDa, (tom cou TOWN -OF SOUTHOLD BUILDING DEPT., 765-1802 -INSPECT FOUNDATION I ST PGH PLUMBING ROUG FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR OG SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ON IN PE T S C [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� ��� INSPECTOR fjf so i!S- %, -,ou TOWN OF SOUTHOLD BUILDING ,DEPT. 765-1802 ,-� -INSPECT [ON Vf/FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL� CAULKING REMARKS: CIO, V DATE INSPECTOR- # #� C411 I TOWN-OF SOUTHOLD BUILDING DEPT. , 765-1802 INSPECT'* N, [ ] FO DATION .1ST [ ROUGH'PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACES& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ® _L- /Akc w &W DA E / INSPECTOR OF SOpTyo� ��'Y�OUNTI,ac� TOWN OF SOUTHOLD BUILDING DEPT. 765.16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLERG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 6Q.,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE IINSPECTORW OF S0(/jyo ,`o l o cOUNiY,N TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 -I NSPECTIO [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 7' 14f- G� DATE INSPECTOR A:o�: i , pF SOUIyDIo coulom, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION -1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [, ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE �� �� INSPECTOR SOUTHOLD TOWN FIRE MARSHALL -- NOTES & COMMENTS ~~ BUSINESS/JOB S/B/L (� _ �� _ DATE 7 • Date (dotes $Comment - X358 5 -Lgoo _�.®7� -� � .t vi l rN 2A = 10 M ei- FIRENOTES.docx f -�i PAR SM .1 L • STATE ENERGY CbDB g� _ 1 1i r I / MM k i �' .moi►� _ , ` � 1 �- Z.71 - • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL - . s 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. 1 �� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 - -- - — -- - Storm-Water Assessment Form Contact: Approved ,20 - --- - -- Mail to: Disapproved a/c Lt Phone: Expiration ,20� D 2 C E W E spe to APPLICATION FOR BUILDING PERMIT MAY 16 2014 2 Date �"//� , 20� INSTRUCTIONS BLDG DEPT IA 0. 1Fs U 4OL e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose,what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) �d3ox 7 T TUcr���/oz (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesQ4,g015q , l`,lrAL.TE 2_ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer eG H� tDape,&T' 1� CStp0W'C h�tsir�dnSO01rlaa0L_-VAvN.y �,o� (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 be done: 444.0 House Number Street Hamlet County Tax Map No. 1000 Section /000 Block /o ,. Lot 0:5 Subdivision L 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 `I3®av— 4, b. Intended use and occupancy -R45arL�EJS-4.,N WOO i's aag.a, 40r4 , ®F' r[.t4- Sf-�be s 3. Nature of work(check which applicable):New Building Addition Alteration— Repair lterationRepair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units i%ij-1 er; f;d.*811ing units on each floor If garage, number of cars 7 - - - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Sri L-0 Dimensions of same structure with alterations or additions: Front Rear Depth - Height Number of Stories 8. Dimensions of entire new construction: Front Rear Dep%tM n 9 VA RH —Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated U"% -Bolit tile-66 -- L-:rz:� 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_X 13. Will lot be re-graded? YES NOWill excess fill be removed from premises?YES NO X 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__X _ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. if elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: 0 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 (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 tp before me this day of 20 `' ; �r"—j(: - "N ItI TOTH Notary Public Notary Public Stat®oP fVew York ,Signature o Applicant NUo.01`f061 0696 CommisslioneExipir�uly 28u 20 SO�lyO �a Town Hall Annex 41 Telephone(631)765-1802 54375 Main Roadcn ax(631)76 -�95Q2� P.O.Box 1179 • roger.richertt I own.sou O .ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOILD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: klyp Date: n_/ Company Name: � � E#s-- C e 6 74'C Name: - - - =c - License No.: �- Address: 3� ���v��S /{� SvL)—wow A),2 l! � Phone No.: JOBSITE INFORMATION: ('Indicates required information) *Blame: �S�fv� SuN ` e✓od n StFQ� Zr`(11' —l�l�( °L ��. *Address: y440 Peed L LAv(f 7-C4to!�vc- *Cross Street: *Phone No.: ''J(j-�j Y)-,4 Permit No.: 3 `)' <7 v a Tax Map District: 1000 Section: 9 14a Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) C OCT G/cL �o I 44-7'S -- (Please Circle All That Apply) *Is job ready for inspection: Y ! NO - L!c ugh Final *Do you need a Temp Certificate: YE / NO Temp Information (If needed) *Service Size: 1 Phase 3Pha 100 150 200 300 350 400 Other *New Service: Re-conned Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 3 Cl U 82-Request for Inspection Form �� ^/ FOR INTERNAL USE ONLY SITE PLAN USE DETERIt 'NATION Initial Determination �r I Date Sent. — ` Date: Le 0 Project Name: as Project Address: :;616 1�- kg • 000- Zoning District: - Suffolk County Tax Map NO-1 - teller- Request: /1✓�fsl (Note: Copy of Building Per App lication and supporting documentation as to -proposed use or uses should be submitted.) if 1111 1111111 Initial Determination as to whether use is permitted: a . Initial Determination as to whether site plan is required: Signature of Building Insp for Planning Department (P.D.) Referral: P.D. Date Received:_ ---- D ate of Comment:_=—— Comments: Signature of Planning Dept.-Staff Reviewer Final Determination Date: 1 �— Decision: --------------------------------- ei ,„aturp of Rriildina InsnPcAnr FOR INTERNAL USE ONLY - SITE PLAt��.- - [NATION • i _ Initial Determination S� JUN 3 2014 // .. e ent• b f Date: •�—�1�— Piann^9843rd project Name: project Address: 6b r ,( 0� tY Zoning District: � Suffolk County Tax Map No.:1-000^ '— suffo u�.� Request: �✓�S1 _ Permit Application and supporting documentation'as to (Note: Copy of Building . proposed use or uses should be submitted.) ermitted: 0S A�'-MZ Initial Determination as to whether use is p Uv ' Initial Determination as to whether site plan is required: SignatZ, ,of;L re llding In for Planning Department(P.D.) Referrat. _ P.D. Date Received: 3—�---- Date of Comment: Co ments: n ^ t ff Reviewer Signature of Planning Dep•. •on _ �fJveA /(Y� ©/ Final deter nator i p Decision: - rT:� 1' e„innilirP of Riiildina In-qnPctnr PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. q Town Hall,53095 Main Road Chairman W 2 P.O.Box 1179 v' Southold,New York 11971 WILLIAM J.CREMERS G O Fax 16)765-3136 KENNETH L.EDWARDS ��Q� �.a�� Tel phone(5 6)765-1938 GEORGE RITCHIE LATHAM,JR. RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 13, 1997 William Kelly Morton Buildings, Inc. 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed construction of Phase II of site plan for Buccaneer Books, Depot Lane, Cutchogue SCTM# 1000-96-5-8 Dear Mr. Kelly: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, May 12, 1997: r " WHEREAS, final approval for Phase I of this project was granted on April 6, 1992, for final surveys dated November 6, 1991, and March 16, 1992; and a r WHEREAS, the approval granted on May 12, 1994 contained a condition that no ,E building permit may be issued for any part of Phase 2 of this approved site,plan until a survey with Health Department approval is received by the Planning Board and the site plan is re-endorsed by the Planning Board Chairman; and r; WHEREAS, the Planning Board has received a survey last dated May 16, 1991, prepared by Roderick VanTuyl, with a Health Department stamp approved for construction dated April 17,1997; and WHEREAS, the proposed 60' by 100' storage building will be of the same construction and color as the existing building; and • '; WHEREAS, the twenty foot wide buffer zone to the south of the property, shown .'i yj Page 2 Proposed site plan for Buccaneer Books May 13, 1997 on the approved plan dated'March 16, 1992, will beplanted with an additional twenty (20) evergreens, six feet in height, staggered ten foot on center; and WHEREAS, any violation of the conditions of this resolution may be grounds for revoking this approval; be it therefore RESOLVED, that the Southold Town Planning Board authorize the Chairman to re-endorse the plans dated November 6, 1991, and March 16, 1992, subject to a one year review from date of building permit. Enclosed please find 2 copies of the re-endorsed site plan; one for your records and one to be given to the Building Department when you apply for your building permit. • Please contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman enc. cc: Building Dept. ;i :l 3 �l r D'IAII.7NG ADDRESS: 79 Pi!A; G BOARD AfEMEERS ��Q�SQ(JT�,o P.O.Box 11 Southold,NY 11971 971 DONALD J.WILCENSHI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex ' PIERCE RAFFERTY �` �� 54375 State Route 25 JAMES H.RICH III O�� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �'Q[ Southold,NY Telephone: 631765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 5, 2015 Mr. Michael Drobet P.O. Box 545 Mattituck, NY 11952 Re: Approval - Proposed Amended Site Plan for Rising Sun Woodworking 4460 Depot Lane, ±1,075' s/e/o Depot Lane & CR 48, Cutchogue SCTM#1000-96-5-8 Zoning District: Limited Business- LB Dear Mr. Drobet: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, May 4, 2015: WHEREAS, this proposed amended Site Plan is to convert a wholesale book seller warehouse to a custom woodworking shop and construct a ±500 sq. ft. addition to connect two existing buildings totaling 13,064 sq. ft. for office, cabinet shop and custom woodworking on 2.1 acres in the LB Zoning District, Cutchogue; and WHEREAS, on July 22, 2014, Michael Drobet, owner, submitted an amended application for Site Plan review; and WHEREAS, on August 5, 2014, the Planning Board formally accepted the application as complete for review with the condition of submitting certain materials and information as required by the Southold Town Code; and WHEREAS, on September 2, 2014, Michael Drobet, owner, submitted a revised Site Plan with the required information and supplemental materials; and WHEREAS, on September 8, 2014, a public hearing was held and closed; and WHEREAS, on September 17, 2014, the Planning Board received additional prints of the proposed Site Plan and pursuant to Southold Town Code §280-131 C., distributed the application to the required-agencies for their comments; and Rising Sun Woodwork«?., Page 2 May 5, 2015 WHEREAS, on September 19, 2014, the Southold Town Planning Board, pursuant to State Environmental Quality Review(SEQR) 6 NYCRR, Part 617.5 (c) (3), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving fess than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities."The proposed amended:Site Plan is for the construction of a ±504 sq. ft. addition on 2.1 acres and, therefore; not subject to SEQRA review; and WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed addition is less than 1,000 square feet-with no change to use or occupancy; and WHEREAS, on September 19, 2014, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on September 19, 2014, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on October 17, 2014, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on November 3, 2014, the Southold Town Engineer reviewed the above- referenced application with the applicant and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on March 24, 2015, the Suffolk County Department of Health Services (SCDHS) granted Approval Reference#C10-14-0007 for"Industrial Buildings" at 541 gallons per day; and WHEREAS, on April 20, 2015, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280—Site-Plan Approval of the Town of Southold, have been met; and WHEREAS, on April 29, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed custom workshop as a permitted use in the LB Zoning District; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with one (1) condition entitled 'Rising Sun Woodworks", prepared by Steven L. Maresca, PE, on August 25, 2014, last revised November 6, 2014, and authorizes the Chairman to endorse the Site Plan including the following five (5) plans: r J Rising Sun Woodwork Page 3 May 5, 2015 r, 1. Site— 1: General Site Plan 2. Site—2: Drainage Calcs & Specs 3. Site—3: Sanitary Calcs & Specs 4. Site—4: Landscape & Lighting Plan 5. Site—5: Paving Specifications Condition: All exterior light fixtures, existing and proposed, shall be made Code compliant pursuant to §172 of the Town Code and must be approved by the Planning Board prior to supporting the issuance of a Certificate of Occupancy. This may require a Photometric Plan, depending on the number of fixtures and their locations. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior'to beginning this work! 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Pian, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board,approves the changes to the plan. A-copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. i Rising Sun Woodwork...s Page 4 May 5, 2015 If you have any questions regarding the above, please contact this office. . Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: M1GrfA6L , Applicant/Agent Signature: Date: .� /� Rilging Sun c. w.r.mY•m.,. c..m..nco...n•m.x-sn.o www.risincgsunw.com 05/16/2014 Michael J Verity Town Hall Annex Building 54375 Rt. 25 PO box 1179 Southold NY 11971 Mr. Verity; As discussed in our preliminary meeting of 5/14/14 I am writing to outline our intentions for the purchase and use of property and buildings at 4460 Depot Lane in Cutchogue. This property resides in a LB zone and is currently home of Buccaneer Books. We believe you will find our proposed use in keeping with permitted use for this zone based on description at item 280-41.2a Custom Workshop and item 280-41.6 Cabinet shops. Rising Sun Woodworking is cabinet shop engaged in the production of custom cabinetry and millwork for the general contractors and architects who service the eastern end of LI. In order to utilize these buildings for our specific purposes we will require some retrofitting. I have included in this package a copy of a current survey showing site and buildings in their present configuration. There are two buildings on the site following an East West Axis. Western building, nearest to Depot Lane includes a 2000 Sq ft office area forward followed moving East by a 60W x 80L (4800 Sq ft) warehouse. The two zones of forward building are divided by a masonry (fire) wall. Eastern, rear, building is currently additional warehouse space 60W x 100 L (6000sq ft) It follows the established lines of Western building and is separated by approx 21 feet. I have also included a preliminary rough sketch of intended plan to retrofit and an application for the building permit as required to implement modifications. We propose to maintain office area more or less as is. As you will note our intention is to adapt both rear buildings from warehouse to"shop"space. These two'buildings will be utilized for the construction of our custom cabinetry, architectural woodwork and storage of raw materials required for same. Current warehouses will need the addition P.O. Box 1616 Mattituck, NX 11952 Phone: (631) 298-2190 Fax: (631) 298-2191 of heat, electric, dust collection and other mechanicals required by our trade. We will also require the joining of the two shop spaces by means of a smaller garage like structure between the East and West Buildings. Our current thinking envisions the Western shop as an assembly area and the Eastern space to be used for storage of raw materials and required machine operations. Our plan shows a dust collector located at the building exterior centered on the Eastern most gable end. Rising Sun Woodworking is now in it's 31st year of business. Including the owners RSW currently employs 18 individuals. Five of us work in office as part of our management and design teams, nine craftsmen/woodworkers in our shop and a team of four that work off site as installers. At this time we are in the contract stage of purchase. We are requesting review of our use as relates to zoning and any assurances or direction you may be able to provide concerning our path to completion of this project. Thanking you for your informative and patient help at our first meeting and in advance for additional guidance on how to move forward with efficiency. Yours Truly, Va" Michael Drobet President Rising Sun Woodworking Inc. P.®. Box 1818 Maffltuck, NX 11952 Phone: (831) 298®2190 Fexe (831) 298-2 191 Atlantic Fire Sprinkler PO Box 1052 Riverhead, New York 11901 (631)369-4074 Fax: (631) 591-0514 Town of Southold Building Dept. July 13, 2015 Southold,NY Re: Rising Sun Woodworking Inc. To whom it may concern, Rising Sun Woodworking Inc. has retained Atlantic Fire Sprinkler to install a complete fire sprinkler system throughout the entire building. A contract has been signed and a deposit has been paid to Atlantic Fire Sprinkler. Respectfully, Leonard T. Rempe President `!`"� == ; Og i DD 1� � l JUL 13 20 Lj GI Du DEPT MV:,, U SOUIHOLD _- ,,,, ,�-,- -'j,,, "�, 1� - ,1-A-'-'� - ,-� I,, �11;�.��,,�,,,��.,,� I ­,_- ".. � �,�I .... ..f -,;, --­�-,,-, 11�1 , 11�,,-�-�,��, ,�sjl-',-J- ­.1-1-,N., - I -,pt-,..'; -, ­1 �v- - , - , -- 1,t �"', I'll , - ,-, .1-,,C,�'.,,�", , '-I., -�--"", I �,, P.,-,-,� �-- ,;,- -'�-, �11 ,� t,�-,,:� r- ,�-,," , -,�, 1-,-, �',,",N,---i.-IR�,�,4-, -;o�" -�,t -- , ".I ,"' ,-,,,I-�" -,,-,,*�4v- ,,1�-1,� - - ,, -, , "-,,A . --,,I,!,t,� �% .,.. I '.1. .,_- 11.,�', ,,,," ­1 ',�,,�'"-. ,,­�-��' -----""',-,'-,-,-1,'!,,,,,,� 1". O "e-1 I "�., --- "Y,,z', :,-,",�, I--,I,-%. 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ALL CERTLFICA;TIONS L AND RAS HEREON ARE VALAD FOR THIS MAP AND COPIES THEREOF ONLY /F i N 550 RO D ! SAO �CW TURE SEAR THE I aRESSED SEAL Of THE SURVEYOR ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZkVG A COPY eOF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS OVSPECTED' AND `O'er cu *BROU6HT-TO-DA TE'ARE NOT JV COAIPLIANCE WITH THE LAW. soca ® , L Toac. cur 4/ Cn �_ 6.50. O ' conc. cone. A m. 1 37.3' Q a� tj -- - -s$-B,-- - -- 37.6 I 82B fOQY onc._ rn Zrfl 1 co SURVEY OF PROPERTY' � cho/n ' AT CUTCHOOUE _ /Ink fence,� N chaln l/nk fence TOWN OF SOUTHOLD S. 46023'30 W. M • IIISUFFOLK COUNTY ,, N. Y. 1000 - 96 - 05 - 08 Zc- SCALE.- 1" = 40' - DEC. 17, 1997 N/O/F ELEANOR DE VECCW Jan. 5, 1998 (Correction) ?.Meti CERTIFIED TO, �o BUCCANEER BOOKS' l .Y. LIC. NO. 496/8 AREA = 2. 111 ac. NORTH FOLK C NiC ORI, C. rAKLITY NA�AIEW L TITLE': f�RANCE COMPANY OFYORK P. Odle 909 ° FNT 9815044 12 SOU /97171 " � U P 97 - 378 iw t J J J J Suffolk County Department of Health Services o N ,n Approval for Construction-Other Than Single Family 'w N 6� �t'O Vla-ter Line's) tlt Y rn # . a ELEV. 35.5 OA N\cp. / t ) 1,.T Etta In I :Cr Tf1C Ed Reference No.0 - Q--6O�Z__Design Flotiv ` � cn 81uficIl< County {�c�t. Q;I-I��!lh �:^:vices. $'�, Cr � W a ` j°y ! Call 852-5700, 48 Hours In Advance � � v> > " BROWN SILTY Use(s) �f_ �( �11 1f !Lam- - !-e-'1 - / 'These plans have been revier=red#or general •torm nce with Suf£ li / �t� �GhCCItIIB {IIs CCtIQ7(,), w Cr cr_ LOAM y p" Count De Department ent of Fle dt. Services standards, relating to water D- \ _ 1'- W Z > supply' and sewage disposal, Reg,ardless of any omissions, wP�`PE� �p Q a- v inconsistencies or lack of detail, construction is reaT.aired to Le in / \ -he oa so � o � C/) CQ 0 accordance with the attached permit conditions and applicable O a � c9 gt r Z C� Q f" M L 2 5' standards,unless specifically waived b the Department.This approval / \ '1/il, �'•9� �� `r� W -� p } m cc expires 3 years from the approval / \ O,y/ G� y 41- JOE �`� �( 3�9p'� ��°\�,'\ Z U U Q Z_ unle extended or ewe / 1 �'' 0 J W co PALE BROWN FINE TO � J 2 5 I / / \ yCG�/s3 1�, �� Gam°- Cr W W 0 - Z COARSE SAND A proval Date \ `rF�9/C, cF� `� SUBJECT n- a. Q 5 J 14 O THERE ARE NO PRIVATE WELLS USE 4 b \ �sT\qc �� Q ,�� PREMISES Q Q z o w� > FOR DRINKING WATER WITHIN 150 / \ oGor / GG ��'Q ti� LU o CE o i H OF EXISTING OR PROPOSED SANITARY SYSTEMS / / A \ s�9 '�Fo �� I �� > > w 0 �, W W 0 W oSP 17.0' E/� `�� °os�o \ I G�,/�C�s�I -A � °�' '� cG j W W /INLET L �` q W � (n 0 .� TEST HOLE - _ //� l r 14 a NO SCALE /NO WATER ENCOUNTERED / w/ / / \ 99��c l a TEST HOLE BY RODERICK VAN TUYL, PC 04.08.94 / / \ EXSTd O1 / / c�PQ�' \ INLET m KEY MAP 7 �`. / \ / I ' I 1" _ 877' r ,- r r r W r C) T- r N Q N� / / �\ � i / I � 877' 0' 877' 1754' `r' `° "� o °' F- > o O O 0 ENLETXSiG. XST7'- EXISTING PRIVATE WELL & r - LATERAL TO BE ABANDONED �,� 3s_ i � \ % RISING SUN WOODWORKS Cn __-- --__-_--- O� l / \ �'® / / I 1 '8°, 4460 DEPOT LANE PROPOSED SANITARY SYSTEM- CUTCHOGUE,TOWN OF SOUTHOLD, P• `9gl�c�� SUFFOLK COUNTY, NEW YORK 11952 CAST IRON CLEANOUT TO GRADE / �� P° A- SCTM#1000-96-5-8 A�• O / I ' � SCDHS#PENDING 1 - 8'0 4 LIQ. DEPTH 1200 GALLON EXST Q\� / / I I ' SITE DATA U .�� INL C? \\. i PROPERTY OWNER: PETER& MARY ANN HENNESSEY (n SEPTIC TANK ���P \�+�\�0J0 �p,�O �p \ CIO MICHAEL DROBET O \ PO BOX 545 2 - 8'0 X 9' DEEP LEACHING POOLS / 5Q`���PFc - ��QOS / I I / MATTITUCK, NY 11952 00) W/ 50°/O EXPANSION AREA \� PQ' S pQ� O \ I ZONING CLASSIFICATION: LIMITED BUSINESS uJ c:: = / .� O yg 4 / o\�PO �,� b�. 1 \ �� CURRENT USE: CLERICAL OFFICE,STORAGE .�C PROPOSED SITE: 91 9034DWORK SQ.FT.D2.S10 ACRESPRODUCTION&SALES � � � Z m / \ TOTAL ARE OW EXSTG. 0 vi CLEANOUT TO GRADE AT FACE OF BUILDING '"'�� / \ \ TOTALAREAOF BUILDINGS: M ExsrG. EXISTING: AS PER SCDHS C10-97-01 �'n _5 C EXISTING SANITARY SYSTEM V♦ '"'�' / S. O Q, / FRAME BUILDING (1 -STORY) W W co E AS PERMITTED IN C10-97-01 i ' � �O�sr J� P� / / OFFICE 1998 SQ. FT. 0 CO (Tf , -I\ ��. � •.� ti o9 _ QP�jP METAL BUILDING A(1 -STORY) � O, r' � WAREHOUSE 4980 t , METAL BUILDING B (1 -STORY) < v STORAGE 6000 WELL OVER 150' / � P / �`� _ - .��P01 Q�' P� `�� / / /� TOTAL 8496 SQ. FT. (9.2%) EXSTG G P --- �� / / �j HEAVY DUTY& LOCKING CAST �j NLET '7/y-- ' c�3 �'- `� _ PP O i �` IRON COVER AT GRADEW/HS-20 WATER SUPPLY: PRIVATE WELL �� V +, ` e ti„e;,.-* FE i / / TRAFFIC BEARING DOME ' .)\\ / / FINISHED LAWN GRADE EL.35.0 x ■ w EX NLET 1 m ,�' \ / ( I PROPOSED: AS PER CORWIN SURVEY CITED 9 nBUILDING (I <0 njso / ' O M8 O \ / ` INLET I �'$• m I ( FRi�ME NON-MEDICAL OFFICE 2048 SQ. FT. ! Ij 5ut�,• " \ MINIMUM I BASEMENT 1963 (2048-85SF MECHANICAL) •: �� w LU / O. �/ SDR-35 PVC PIPF ______ i METAL BUILDING A(1 -STORY) PITCHED Ye'/1'1 GENERAL INDUSTRIAL 5009 BUILDING B 1 -STORY I t� I GENERAL INDUSTRIAL 6049 � ell• �,a � / El 1 ( ) / I--3'MIN- I I PROPOSED METAL BUILDING BETWEEN A&B (1 -STORY) 91 / e \ I I / / ® ! / I _-LLrL 7-___ i� 1 �(�A y.- til&-II ` �• _ `+ h;.� F JVT t S w \ �`p w �C�O \ 2 GC,Q 9/,.�-�/ Jai / / / �Q1P` co p 15 �0 �� TOTAL 15573 SQ. FT. (16.9/0) 'c(/�'9tu 01 W © 10 y_ LU d . ° a j TEST sc`<< 92/�; / / \GO \5 p I © I W PROPOSED WATER SUPPLY: PUBLIC WATER TAP(SCWA) All '9F HOLE i��q fie. / / J� GG I I PRIVATE WELL TO BE ABANDONED G\)\� G MINIMU I BACgN SANS H SANITARY DESIGN CALCULATIONS a '9R AC (9 �.2(�1 tV / Q`\ �0, PENETRATION I AND GRAVEL ' �? P INTO VIRGIN I I &P O SAND&GRAVEL I.ALLOWABLE DENSITY \ ° °\ "i?? A \\ \ ��d W / �\ �Q\" i Q� NO GROUNDWATER ENCOUNTERED TOTAL QUALIFYING ACREAGE: 2.110 ACRES `Yr \� DOME TOP LEACHING POOL DETAIL HYDROGEOLOGICAL ZONE IV: ACRES600 GPD: 1266 GPD ALLOWABLE DENSITY PER ACRE \ �✓ 5 � _ ��/n� NEW 1 " METERED PUBLIC WATER / HEAVY DUTYAND CASTIROOVERSA'TaGRADE II.DESIGN FLOW W U SUPPLY W/ R PZ VALVE IN BASEMENT `tip / �' CURRENT FLOW: AS PER SCDHS PERMIT C10-97-01 \ FINISHED GRADE W/HS-20 TRAFFIC BEARING SLAB - � _.� W SUIfANIFIXriEN �� USE SANITARY KITCHEN HYDRAULIC U ENDPLUGOOMPAClEDEYAEDYLNT NDPLUG OFFICE 1998 SF @ .06 GPD- NA 120 GPD o O z 120 GPD 'A q I 4 = H BUILDING A 4980 SF @ .04 GPD= NA 199 = (J, Ati�T� ° \ / EXSTG. °J / J r., `'_= _ t, _ \ WAREHOUSE 199 GPD 3: r , INLET '-I = / EXISTING BURIED ELECTRIC/ -" �` l / o MINIMUM, lk_ UTLET /' BUILDINGS s000SF@ .00GPD NA 0 Q J06 ! wENPIPE SDR 35 PVC PIPE k MINIMUM 4'0 ! I -f STORAGE ONLY' 0 GPD �� - ; / / O� I ��� OR EQUIV. T SD O 35 PVC R EOUIV.IPE I I TOTAL 25 2 319 GPD NA 319 GPD O TELEPHONE/CABLE LINES N PITCHED MIN. o _ O i i O %DENSITY LIMIT O C.) _ B E R E P U R PO S E D PITCHED MIN.Y° /t i / 'DRY AS PER COVENANT O - U TO y g H ` � �0 J \\ H I PRO?OSED FLOW:AS PER CORWIN SURVEY CITED W ° / / / '� � �" \� L�� � EXISTING USE SANITARY KITCHEN HYDRAULIC z Q NEW BURIED 3 - PHASE j �� ALTERNATE•A• ALTERNATE•e• �- - NON-MEDICAL OFFICE 2048 SF @ .06 GPD= NA 122.88 GPD / ` � / � pP` VIEW THROUGH TOP STAB ( V 122.88 GPD POWER SUPPLY LINE TO \ SPP, / CLEANOUT DETAIL FOR AREAS NOT SUBJECT SLAB TOP SEPTIC TANK D 1-- 0 PROPOSED USE SANITARY KITCHEN HYDRAULIC TO VEHICULAR TRAFFIC I BASEMENT STORAGE 1 1963 SF @ .04 GPD= NA 78.52 GPD ' WITH RETURN �' Iv ALL VIEWS,ALTERNATE-A-IS FOR BENDS, B � � z D_ BUILDINGP ALTERNATE•B'IS FOR USE WITH BLDG.EXTENSION/CONNECTION NO SCALE-SEE PROFILE I SF 9 GPD LEG TO BUILDING 'A' - - / Q 200.36 GPD _ BUILDING A 5009 SF @ .04 GPD= NA 200.36 W GEN BUILDING BAL TRIAL 6049 SF @ .04 GPD= NA 241.96 0 A4 \ DGE OF BUILDING GENERAL 241.96 GPD d ° / / INDUSTRIAL' .•�• z m � e A \ / � 2 - 8'Q1 X 9' DEEP LEACHING POOLS PROPOSED WET 504 SF @ .04 GPD= NA 20.16 /V^J GENERAL INDUSTRIAL 20.16 GPD _ \ EAVY DUTY & LOCKING W/ MI X 9 EXPANSOION AREA 52.4/°DENSITY LIMIT) V,k-ter Lin,1 UISSOVER S�' B w II^II? rv� ° TOTAL 664 GPD 664 GPD v� Linz� ) P ,� �y TIS \ <. . ' ' ' . \ e LEANOUT AT : rx CAST IRON COVERS 1 - 8'0 ' j Sll1�i0{�� Court,/ Dept. 0f411"0-z`!'1 d.�:�•2vim's. y�.s� \ oFACE OF BLDG. *PENDING REMOVAL OF COVENANT Ca!I 852-5700, 4S Hours IP Asfv�.l-`ce, \ � �� TO GRADE. 8" HS-20 HEAVY DUTY & LOCKING CAST ° sy � SLAB COVER ON TANK IRON COVERS TO GRADE. III•SANITARY SYSTEM DESIGN To Sch ;fsi ! II�ls 2cko =;; . - . j FIN. FLR. ELEV. 36.0 ///.;� GRADE EL.. 35.0 ITT— \ as d / j� I.E. 33. I ELEV. 34.1 EXISTING: �i �t /// I REQUIRED: 2 X 319=638 GALLON SEPTIC TANK / / ELEV. 33.0 I.E. 30.4, I � PROVIDED: 319 GPD/1.5 GPD/SF=213 SQ.FT.LEACHING AREA+50°/■EXP.AREA SANITARYSITE & D ETA d° ° ��` \ / � 1 SEPTIC TANK 8Yd X4'LIQUID DEPTH 1200 GALLON SEPTIC TANK .° °. A �• / MINIMUM 4"Q1 55 �� IFTMIN. 1/8��/FT' MIN. I ► ELEV. 31.4 LEACHING POOL TOTAOL LEACHING AREAST 300 SQ.FT.(MINIMUM DRAWN BY: LR SCALE: 1"-20' ,� •", 8'0 X 4 w , a o23 SDR 35 PVC LEACHING I PROPOSED: LIQUID DEPTH TOTAL HYDRAULIC: 664-123=541 GPD ALL SITE DATA FROM A SURVEY BY t1� SEWER PIPE I.E. 31. I DATE: 08.25.14 \ ° • a Q�GpaG C> 1200 GALLON .E. 31.3 I POOLS I ST REQUIRED: 2 X 541 =1082 GALLONS d 1 8Yd X 4'LIQUID DEPTH= =1200 GALLONS PROVIDED SCALE: AS NOTED NATHAN TAFT CORWIN, III, LAND SURVEYOR, JAMESPORT, NY `� ' d�ssc, ELEV. 26.8 SEPTIC TANK 1 I .14 \6), 'I-3, ` LP REQUIRED 541 /1.5=361 SQ.FT. LEACHING AREA CONTOURS UPDATED BY RISING SUN WOODWORKS 10.09 \ \ 2-8'025.12'EFF CTI VT FT.EP SHicET \. ELEVATION NAVD 1988 / 02.16.00 / REVISED 08.07.14 '4 i 2-s'ra x 8 EFFECTIVE DEPTH=16 WELL O I BACKFILL W/ CLEAN =400 SQ.FT.PROVIDED 91,934 SQ. FT. / 2.110 ACRES / SCTM#1000-96-5-8 / C10-14-0007 1 ELEV. 22.4 NO SCALE SAND AND GRAVEL 3' MIN. \ TO GROU�DWATER OF 5 SHEETS I E G• a V GO�� D Fc D ° s SEP - 9 2016 'q0 BUILDING DL °Fq° TOWN OF SOUM .D G O WF n d a 4u d a a 4- °�s yG G QOa' 4 CCell 'P/L O°O/Sl `�' G• QO`� 'a. .a ,y a d ° a /�J` �.� 4 C a 4Q s a, <1 �� 10+ °y.� a 4 d°.. �G�( d OVO Sf" G\moi GOr1�GF'Q '•a ° c ., d e .4 tl. e 9P�/ a o A r 4 n. '4 \G� 5 SUBJECT ° \ . A ° A ° a ed 'Q tiCa 0\50;5\��y PREMISES O� � a° ° . d ad; 4*, a s`r ��ti ri d EE�5' ° a 4 a a ° 4 v f� 'p G E. O. .d'° ° OOf t ` < `e da'' aaa. ° ,.° \ °d Rp (°q J ° a �O °r �Y YY ° a ,d ° a .. 'a, d a, d ° �wjV d ° o A A.ROp9 qct 10 GR�F� A 4 \O l O A �, 4 A a v ° a 4 A A O°yS A °. ,a ..° a' s0' _ .d c / J� e a a A. a °. �T°1. d d :e YY dA. / d A 4 ° - v e A dA :° „a.4 G6Qe' ....G " 'h �yF d A d e n 4 lY .�. '.a :.ry I KEY � � 40,e d ° a d 4 ° A ° e e Q\.. O v a .° a. ea.' M14„ A ° d 0,ti0 SCALE 1 = 600 ° ° \�. °A ad v P\„�p ° ° 4i. ..m A . d \ . .Qp,°., ° _ '°(v • ,':a a 4. d c ° a .. d :4 a.. SQ ° ° 'dA A ° 4 v 4. vd P��. a A' ° dQ d •.. A° .A 4A° a d n .° a SURVEY OF PROPERTY ° A A A d Y�d e ° a• � a ° ��G\PaGJ�O gyp. ,°°OG'.t rM1 ° d4 a d c b} SITUATE °: d �? 4 a. e a �F e' GE' ° a 4 Q•� e EES ° a ° ' d A . 0p a d' ° °. A. ° C�JTCHOGLJE POE d a 4. 4 ° ° ° A `° ° a a 4 n a a ' A n ti� ° 4 S .e e.. d' A° A .4 V A d TOWN OF SOUTHOLD e �S a ° 4 a d .' a d d a e' °' ° ry1 a ° a e d ° d•A ° a4 a SUFFOLK COUNTY, NEW YORK 5 ° ° d;y\G�yA d P a4 p 4a A ° \RG ad ° Q ° A . e d QF °. A. dA. °_. ,F\ .[\G.... a G P e ?Q�'\• S.C. TAX No. 1000-96-05-08 Q a d a Q ° G°'. �( F O (O E y\ o' 'A. ( 4. n ee A OGQ4. GF O a.' 'p,,yC '1'T ♦ ...Q Q EL .• ':.: q'.,On�y a .° a GQ4 .4 d a FES E d ° a. g O F ry PP ®. pYC•. _ ° ° p ° C �G ytiF is QQ. 4 ° ( ��O a SCALE 1 "_20' �° e °° a yL CTc '.GO� �o a ° F ° d e y FEBRUARY 16, 2000 A ° ° ° ° . .. 4 ,a ° a O� d .4 \�'° .e. '° ° A'�4 f d,. 4 ° c °° d, d �'A _4 AUGUST 7, 2014 UPDATE SURVEY & ADD PROPOSED ADDITIONS f� '' (/ n e °0 d ° a d' 4 °a MAY 3, 2015 UPDATE SURVEY ' l'O ° ,/ as ° a'/ lv\ FEBRUARY 3 2016 AS BUILT SURVEY g ® °... d'A . a °°(9 JUNE 15, 2016 LOCATED WATER & ELECTRIC LINES AS MARKED OUT G)� J�0 ed' v ° ° ����/° \l/-JIAi! 1 e4 a. cJ{,`Oe n ° �/^\ ° d T,v(`q 6\'OG A ° e - PCO Gd a ° °�. •' ,�. ° A ° A a"Y,fTC' •�'a 4 a a �� o• AREA = 91 ,934 sq. ft. a ° ° 2.110 ac. \ O��G\p 4 Q a R� b ° �� a �P�2p ,I d :'s �PE�Q a ° ° a n:. A d 4 A a 4 4 GJ ° Q e °. ° ° 4 ! V a �pG� s 14 .a a 4 A, d n a oa w �(�F? FOOD. °. ° 0 e. 4 e 5Q\G \ _ .... � Qiril.rw s.d \ 'Z1Q Z'E .A a a 0�G .. a a .�PQ.�\� ° .d. ° OCG' \\\ ro1�O�h d� ae' a e .e a A ° CER TIFIED TO: -* F ° < d MI—LUC, LLC ° : e �� ae .. a A BRIDGEHAMPTON NATIONAL BANK `';: , y,: A .. ° q e o�5 O° �=k:..3 �' �! � y e '• \ 4 ° :e, 00 ° ,4 ., ° A Q O A \ ,.. �OE,�c�O�O [� a° a ,e �°4 a NEW YORK JOB DEVELOPMENT AUTHORITY d �` \ JOE° ° A e .. � \ QQ-� a' a' FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC r!IFF. CO.�;; : : ;°k:` :`.';�. -_� "d ° /" �. ° A A' °OO S� \ a 4 +.+w..-.....,.i........a.«.._..-.r..................•w•,.,...w_..,...>�`..w.: a A V a �d v `O \ y0 e _ � V NOTES: 4e . ° \\\ �� E �,� � 1 . WATER AND ELECTRIC LINE LOCATIONS PROVIDED BY OWNER. e° ° . da.. �O,"/�� \\ o�.o`' J�o�\�, °° GJ�' SEPTIC SYSTEM TIE MEASUREMENTS /01, ��'94t� \ �� =4 4 .a a EE�G� PG�\ BUILDING BUILDING ° A.e'. 'A A G} s• p� P`�[\ �o�l•.G\� Jo `'' ° A ,oG�Y J�'I' � CORNER ❑A CORNER Bl � 7 ° sQ `�� Tti°Fc t ��G SEPTIC TANK �glycq A ° SCD(POG ° \5� INLET COVER 40' 90.5' A °a. A 1'y ( o,� h� O(F F.p° �, ����3� 4 .d `F'�s ti0 O SEPTIC TANK °°o °tip �0 �o or r���� e J�� OUTLET COVER 44' 89' i a 4. e•. a �2 .a a _..A. G 4�• j LEACHING POOL •° d °.° e4�.�� d': e 00 GGT' COVER 1 59' 83' COVERIN2 POOL 47' 71' / a .a CJL. A a y y p, d v . ad, e ° Q O a e A ° . e F90 4: S Q A. d SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL 07 CONSTRUCTED WORKS �/ SE 0 9 2016 Yr/ d.. ° a o►a•� H.S.Ref.lua. �1_O- 0007 PREPARED IN ACCORDANCE WITH THE MINIMUM °. d' °° O yl STANDARDS FOR TITLE SURVEYS AS ESTABLISHED fi A e < 4 ELO� BY THE L.I.A.LS. AND APPROVED AND ADOPTED � � .,e di-sposai and Wcfor st►�pty faCllits'�+$ ° e. a ° 4 FOR SUCH USE BY THE NEW YORK STATE LAND ° ° 60• A A a lhcs tacation have t3e�inspect�f and!or y TITLE ASSOCIATION. certlficd by this Department Or other agencies e4. a A �G o f4� , and found to be satisfactcry. °. .° 4A C7. �O/y 000 COf: A, ` fv Walter J.Hi Bert, 0 ice Of W aver g..ment s d iiJtW �e' n+3 n as ° ° d A. Y.S. Lic. No. 50467 a �� a V' n UNAUTHORIZED ALTERATION OR ADDITION � Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE a° a. 4' ' EDUCATION LAW. \ °o e e COPIES OF THIS SURVEY MAP NOT BEARING O � CO Land Surveyor �� VSs `� THE LAND SURVEYOR'S INKED SEAL OR TO BE ADVALDLTRHALLUE NOT BE CONSIDERED °4° 4 e 'a Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN d Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY d1 IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 FOX t)31 727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— .d G TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS ° THE EXISTENCE OF RIGHT OF WAYS \ 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. f' ' '; 34-162F3 Generated by COMcheck-Web Software Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:Addition Project Title Construction Site: OwnerlAgent: Designer/Contractor: 4460 Depot Lane Mike Drobet or Lucille Siracusano Allied Design Architectural& Cutchogue,New York 11935 P.O.Box 545 Engineering Group,P.C. Mattituck,New York 11952 P.O.Box 110 516-617-8800 Morton,Illinois 61550 309-2634105 Section 2: General Information Jr'Jr rti I i II _ Building Location(for weather data): Suffolk,New York 1 I i Climate Zone: 4a9 200 Building Space Conditioning Type(s): Nonresidential JUL e I €/ Vertical Glazing/Wall Area Pct.: 2/" Activity 7'iwdg) a r gg L— Corridor w/Restrooms(Manufacturing Facility) 504 Existing 60'x100'(Manufacturing Facility) 6000 Existing 60'x83'(Manufacturing Facility) 4980 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Sudget Area or R Value R Value 1.1-Factor U-Factorial Perimeter Corridor Roof(24'x21'):Attic Roof,Wood Joists 576 38.0 0.0 0.027 0.027 Roof Existing 60'x100');Attic Roof,Wood Joists 6000 30.0 0.0 0.034 0.027 Roof Existing 60'x83':Attic Roof,Wood Joists 4980 .30.0 0.0 0,034 0.027 Co(ridor Walls:Other Wood Framed Wall(b) 519 — — 0 051 0.089 Andersen AW31 Awning Window(27"x2-0")x2:Wood Frame,Pert. 11 — — 0.550 0.400 Type:Energy code default,Double Pane,Clear,SHGC 0.70 Fibersteet Wandow,Insulated Metal,Swinging 20 — — 0.350 0.700 Wall Existing 60'x100':Other Wood Framed Wall(b) 4796 — — 0.051 0.088 MB Fixed W€dnows(54"x3'0')x5:Vinyl Frame,Pert.Specs.:Other 80 — — 0.270 0.40D testing/cert,EWG-K-56,SHGC 0.23(c) Existing Walkdoor(3'x6'8")x2:Insulated Metal,Swinging 40 -- — 0.350 0.700 Existing Insulated Overhead Door(12'x14')x2:Insulated Metal, 336 — --- 0.600 0.500 Non-SwInging Wall Existing 60'x83':Other Wood Framed Wall(b) 3328 — — 0.051 0.089 MB Fixed Widnows(6'4"x3'0')x5:Vinyl Frame,Perf.Spam:Other 80 — — 0.270 0.400 testing/cert EWG-K-56,SHGC 0.23(c) Existing Walkdoor(3'x6'8"):Insulated Metal,Swinging 20 — -- 0.350 0.700 Existing Raynor Tricore Overhead Door(10'x12'):Insulated Metal, 120 — — 0,600 0.500 Non-Swinging Existing Raynor Tricore Overhead Door(12'x14'):Insulated Metal, 168 — — 0 600 0.500 Non-Swinging Project Title: Report date: 07/06115 Data filename: Page 1 of 2 Existing Block Firewall:Concrete-Block,8in.,Partially Grouted,Cells 153 --- 0.0 0.550 0.104 F Empty,Normal Density,Furring:None Existing Walkdoor(3'x6'8"):Insulated Metal,Swinging 20 -- --- 0.350 0.700 Corridor Floor:Unheated Slab-On-Grade,Vertical 4 ft. - 42 -- 6,0 — -- Existing 60'100'Floor:Unheated Slab-On-Grade,Horizontal with 272 -- 5.0 – — vertical 4 ft. Existing 69x100')Floor(@ Overhead Doors):Unheated 24 — --- Slab-On-Grade Existing 60x83'Floor:Unheated Slab-On-Grade 208 --- (a)Budget 1.1-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other components require supporting documentation for proposed 1.1-factors, (c)Fenestrations product performance must be certfled in accordance with NERC and requires supporting documentation. Air Leakage,Component Certification,and Vapor Retarder Requirements: C] 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. ❑ 4. No roof insulation is Installed an a suspended ceiling with removable,ceiiing panels, 5. 'Other'components have supporting documentation for proposed U-Factors. 17 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,-and in a manner that achieves the rated R-value without compressing the insulation. E3 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 8. Cargo doors and loading dock doors are weather sealed. g. Recessed lighting fixtures Installed in the building envelope ate Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with self-closing devices, Exceptions: 0 Building entrances with revolving doors. [] Doors not intended to be used as a building entrance. (] Doors that open directly from a space less than 3000 sq.ft.In area, 0 Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel,doors. 0 Doors opening directly from a sleeping/dwelling unit. Section 41 Compliance Statement Compl/ance Statement: The proposed envelope design represented in this documonYis-consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system, as been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcfiack-Web and to comply with the mandatory requirements in the Requirements Checklist. uIr \ When a Registered Design Professional has stamped and signe' this page,they are att sting that<t t e best of his/her knowledge,belief,and professional judgment,such plans or specifications are In cc pliance th this Code. = } V::P sae—7_, A _ -_' Name-Title t a � Date ), r,. OF Project Title: Report date'07106/15 Data filename: Page 2 of 2 F a Prow-<e an rz� n�v°e pyv°oe.a>rc Cl——kciav Prz'F a Pn[2 k. fC`h CvrnK F•t..°I CNC / we.v Me mN Mn' �� �\ f"nTeNOCeav / C— xsw.sva,vm><v"nvmd vdm wmsrmm _ \4"Dust ou let m 6"Dust o let mw.so to uryv \ / _ errc I lunch on vJrecis um.e. \ / P' pda uwm nee°.� tm eN � c wrs may / 2@Sj Dust outlet I s Exl rq Pab system g ys�,a m..m � s� a �•n�sJ / \\ _ _ 5 nt/9 u _ .+4et I.n ' " -- roe.aww, ❑ warow.,twwa n own chi ---- Rdl. IQ ONn by aw — ------/ tartlet-- — — �— -- — ---- ---_ --- I " — ---- -- ------- _ >a ° ry 6 Dust q spa an sN rtm � Ply«ad �i m b-io 'r• � �° usi-0utlet � — -�, - Plw.ad asw.sse sdw. munvv� ase �.. s..'3 er... I a i Umts a°Dust pi a to header " ° a1117 I - — I 12°Dust t Plpe ttoo a der Out Cara aswvm � 5"Dust outlet f° w Me d.ww �Se e•°P w^s bp3 L ae III � • a e s 'Q s I- I i J I JAN 5 2016 �. I R151ng Sun Woodworking Shop Plan/Machinery layout 44GO Depot Lane Cutchogue, NY 1 1935 Phone: G3 1 -296-2 190 7 Drawing Date: 01 - 1 5- 1 G Drawing NTS - Drawn Grid = I O' x 10' 'f v ''lljl T -- -------------- _-------____--___—___—_ `i i• !e 1 New W.bio V`'f i' 1 t` f 1: 'f cf, '! f + 111111 ill. ,i I`I I; �jl a, '4 ii. l;; !�', `�•�I,I1�V(';�' ,�` �� _ ;1 ! 11111 ,l(I i I ' 'i, 1' '; , ;I ,,I ,�, I � •; ,; Illi III i ! !jII, , I O O O O O O O Or 11IIli Illi I II;II1ll� l I II 1111 ! i „ — = ® a j'1 � ,i,'I � 1 ', �• � , -- —�;�,`'—I,•s;sSf"—!l•1•��11�,.f 1,,1l'—'�ir�'l',IiIIi.1�r.—,, I—��,II•irI f,`�— --I' .ei � �.,_t�Ii,1I!'—�• —� — -- �- —— a — � — ---1i1; f _III!lI_— — I—il' — — — --------------------------------------- --------------~ ~ ~ ~ ~ i�� l^_ll__lll_lll _—_ll11`'I 1l�!IIIII1�1II_1!�_1III_ '_� IIli IIIII-II-I-/_--�_!_I -t.It-�-IlI1 —Il_lI11f11—_i 1 i l P'll LILI 1u1. I11, illsII l1_ I1Il 100, _IIIl I l II ltl{I `i! II III IIII� III�II��II 1 ill l l II!I IIIII�II IIIIIIII ' it l Ri5ing Sun Woodworking Shop Plan/Machinery layout 4460 Depot Lane Cutchogue NY 1 1935 Phone: 63 1 -298-2 190 Drawing Date: 01 - 1 5- 1 6 Drawing NT5 - i Pi5inq 5un Woodworking f ropo5ed Ateration5 to 4460 bepo�, Lane- Curren q 13ucaneer Pook5- for use as a Custom Cabinet Shop l 35�,9131 i O' 80' 16 �aN Sao C, o Li Lf F-77-77I � a I I i �rem/aaa�r� I I I I ndc�{r, � � I I bad,a, ek I I � I — 7urt C'ecia d �rda yeq Dra« CL p l e ea I Pa5e1 nod below ffice only{ \S� � M 0 - _ I Ire Wall q� Ri-90 \1Z I able F�� F I I P4 d I I °"� achine�po m P 35 2 311 I-,- Ll i I P4wad I ung __1 Ll L I Lj I 5 ® ❑ ® ® -----------------------_-------- J �(n V New to Join o� i RISING SUN 7280 SOUND AVE. d f pro o5eor pilin un ooi P.O. ._1616 p q 5Wdworknq MATTITUCK,N.Y. W 5 f 11952-1616 �}46017epotl ane PHONE : 891-298-2190 May 16,2014uRWG NO.: 0 FAX : 631-298-2191 CONTACT : MIKE DROBET INN Kell Morton Puildi Mike A'l �POOD�PORKING y' � 11 Job Mark Quan Type Span P1-Hl Left OR Right OR Engineering 14090 24 SC MN PLATE 6-1-2013 0222403(3) 1 RC44 230900 4 0 0 ~ HO 1-3-8HO 1-3-8 TCJ 11-10-8 11-10-9 #11.25x11.25 C T 4F-, & ' #2.5x5 ' #2.5x5 B D T1 WZ T2 5-3-0 #180-MN18-11.25x17.5 #18G-MN18-11.25x17.5 8H A W3 W4 W5 g W1 K el J H,_,. G H2 F #6.25x8.75 #18G-MN18-6.25x17.5 #6.25xB.75 i I BC 12-0-4 11-0-f2- 23-19-0 1-e-i223-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # - PLATE SELECTED IN PLATE MONITOR Scale:0.242"=1' MiTekO Online Plus'" APPROX. TRuss.wEIGHT: 219.5 LBS Online Plus -- Version 30.0.023 A -B 0.69 8799 C 0.12 0.57 Run vertical thru bottom chord RUN DATE: 28-OCT-13 B -C 0.50 8128 C 0.09 0.41 Joint H -C -D 0.50 8128 C 0.09 0.41 Southern Pine lumber design D -3 0.69 8799 C 0.12 0.57 values are those effective --------Bottom Chords--------- NOTE: USER MODIFIED- PLATES 06-01-13 by SPIB//ALSC UON A -J 0.79 8180 T 0.44 0.35 This design may have plates CSI -Size- ----Lumber---- J -H 0.68 7050 T 0.38 0.30 selected through a plate TC 0.69 2x 8 SP-2400f-2.03 H -G 0.68 7050 T 0.38 0.30 monitor. BC 0.79 2x 6 SP-2400f-2.03 Q -E 0.79 8180 T 0.44 0.35 Max comp. force 8799 Lbs WB 0.18 2x 4 SP-#1 -------------Webs------------- Max tens. force 8180 Lbs WG --- 2x10 SP-#1 B -J 0.18 1215 C Connector Plate Fabrication J -C 0.18 1115 T Tolerance - 10% Brace truss as follows: H -C 0.08 501 T This truss is designed=for a O.C. From To C -G 0.18 1115 T creep factor of 1.5 which TC 24.0" 0- 0- 0 23- 9- 0 G -D 0.18 1215 C is used to calculate total BC 96.0" 0- 0- 0 23- 9- 0 load deflection. TL Defl -0.40" in H -G L/677 psf-Ld Dead Live LL Defl -0.3511 in H -G L/786 TC 4.0 54.0 Shear // Grain in K -B 0.95 BC 2.0 0.0 TC+BC 6.0 54.0 Plates for each ply each face. Total 60.0 Spacing 90.0" Plate - MN18 20 Ga, Gross Area Lumber Duration Factor 1.15 Plate - MN26 20 Ga, Gross Area Plate Duration Factor 1.15 Jt Type Pit Size X Y JSI Fb Fc Ft Emin A# MN18 11.2x17.5 Ctr Ctr 0.94 TC 1.00 1.00 1.00 1.00 B# MN20 2.5x 5.0 Ctr Ctr 0.50 BC 1.00 1.00 1.00 1.00 C# MN20 11.2x11.2 Ctr Ctr 0.65 2 � D# MN20 2.5x 5.0 Ctr Ctr 0.50 J Total Load Reactions (Lbs) E# MN18 11.2x17.5 Ctr Ctr 0.94 at Down Uplift Horiz- J# MN20 6.2x 8.8 Ctr Ctr 0.40a��s�; - A 5344 H# MN18 6.2x17.5 Ctr Ctr 0.97 � +�?'�®F NEW �Y� E 5344 G# MN20 6.2x 8.8 Ctr Ctr 0.41 os�4, • 05� x. Jt Brg Size Required # = Plate Monitor used CO ' �j,• �t A 5.5" 4.4" Placement Tolerance Used 0.12 in. O' E 5.5" 4.41 d Z. REFER TO ONLINE PLUS GENERAL ��°• ,�'- LC# 2 Dead Load Check NOTES AND SYMBOLS SHEET FOR R ,/b Dur Fctrs - Lbr 0.90 Pit 0.90 ADDITIONAL SPECIFICATIONS. plf - Dead Live* From To TC V 30 0 0.0' 23.8' NOTES: ��5.?F , BC V 15 0 0.0' 23.8' Trusses Manufactured by: - Morton Buildings, Inc. Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: ----------Top Chords--------- TPI 2007 Online Plus'0 Copyright MTe%O 1996-2013 Version 30 0.023 Engineering.Portrait 10128/2013 1152 28 AM Page 1 /`� 5 NOTIIat SL 12-6-3 SL 12-6-3 RO 1-3-8 EO 1-3-8 SL 6-9-4 5-9-0 -- - 5-9-0 6-9-4 BP 6-5-1 11-10-8 17-3-15 23-9-0 JI TC 6-5-1 1 5-5-7 _ _ J -._ __. 5-5-7 -L__ _----- --6-5-1 SL 12-6-3 12-6-3 EP 11-10-8 23-9-0 TC --__• _.-_ 11-10-8 _ _ 1 11-10-8 #11.25x11.25 C 4 E #2.5x5 #2.5x5 8 D T1 T2 5-3-0 W2 BN #1BG-MN18-11.25x17.5 W3 W4 #18G-WX18-11.25x17.5 A WS E 0.0421i R Bl J R G 132 F #6.25x8.75 #16G-MN18-6.25x17.5 #6.25x8.75 I SC 2-0 4 __-____-_ - 1 - EP 12-0-4 23-9-0 12-0-4 11-8-12 �- -1=-4_37--F• - ---- -5=5- 4-6-7 cm -__4-5-5 -5=5=2 1-9-3 PI1-9-3 7-2-5 11-8-12 =O 16-6-11 21-11-13 23-9-0 1-9-3 5-5-2 4-6-7 o^t 4-6-7 5-5-2 1-9-3 fV EXCEPT AS SHOWN ALL PLATES ARE MN2020, # PLATE SELECTED IN PLATE MONITOR op m t� y ' NO� Vim. • Q 7 Scale.0.334"=1' MiTekO Online Plus' Job Mark Quan Type Span P1-H1 Left OR Right OH Single Drawing 4090 24 SC MN PLAT. 6-1-2013 0222403 3 1 RC44 230900 4 0 0 Online Plus-®Copyrght MTekO 1996-2013 Version 30.0.023 Single Drawing per Page 1028201311;5228 AM Pagel r � OFFICE- DESIGN AND EXPLANATORY NOTES cuTCHOGUE,NY JOB NO. 128-647955 1. EXIT LIGHTING,EMERGENCY LIGHTING AND FIRE EXTINGUISHERS TO BE DESIGNED BY OWNER'S DESIGNER AND INSTALLED PER CODE. 2. PLACARDS INDICTING THE BUILDING CONSTRUCTION TYPE,RAFTER OR TRUSS,AND IF U FLOOR SYSTEM EXISTS SHALL BE PLACED AT ALL BUIDLING ACCESS POINTS, w ic y, Zito I � Lu w, w Z �. '4Y Vf Zen 15~ � 0 q ® � a w 4~MAX L U- a — U 4 w _ z � --- M Luto NO NO Q CURB CURB SEAT WALT. BACK WALL CONTROL WALL DRAWN BY.• D FRENCH DATE.*- 7/6/2015 CHECKEDBY' GMC IBLE SHOWER STALL DETAILELEVATIONS . DIE: 7/6/2015 l SCALE•',~1% NOTE: SHOWER HOSE SHALL BE 59"MINIMUM I SCALE. SHEET NO. 4UL 9 1 of 1 iii' �•;UL'"i;(11 0-3 0 En C 00 ry �r N �Ll9 Q OFFICE.' Or ; o DESIGN AND EXPLANATORY NOTES CUTCHOGUE,NY f^�f^ JOB NO. �•1 ' 1.)•-INDICATES DIMENSIONS ARE TAKEN FROM OR TO THE OUTSIDE FACE OF THE \� -40 7 0 R 7-1 7'-0'•' Cil EXISTING BUILDING NAILERS. 128-�4�9SS I 1 I I PROPOSED I I I(IIIIIIIIIIIIIII IXISTING 11I(IIIIIII 3HOUR FIRERIER (UL#U90 7)1 I IXI ISTING o 60k16'XB: I 60'x16'x100' ......10... ......._......._0............_............1...... MORTON MORTON I 'Q 'Q I BUILDING E7CISTING vn� BUILDING ( ( 54'x11'-B'k3 ' ` i7 MORTON V BUILDING F'— W/PORCH N I I I I I I I I I m I i I I I I O z I I I Z I I I V 0 I I I I I I 7 I I I II I �- - --------------------------------------------------'----- -- - -� L-- --'----------------- ---------------------------- -- W W EXISTING 3 HOUR 7 FIRE RATED L _ BLOCK WALL& �— DOORS Lu m Z TRUSS/BRACING PLAN a TRUSS/BRACING PLAN LEGEND i 24'4090 S.C.TRUSSES @ T-0"O.C. w -2x6 FLAT TRUSS TIE CENTERED IN BUILDING a -2x4 TRUSS TIES F� � U N LJ-Jo SCALE: O V 4' 16 U Q o z o a TRUSS SPACING 7'-0' O.C. LIVE LOAD 20 PSF Z/3 Z DEAD LOAD 6 PSFLu CEILING LOAD 2 PSF 11 TO 1 11•T�1' Q TOTAL LOAD 28 PSF R 71/Z^ 2.4 PURLIN >I/2' Lu (.. �— n 5-3-0 4 60d R.S.NAIL ii HEADLOK.19'k6.0'FLATHEAD LAG SCREW py (ICC-ES REPORT ESR-1078) Lu O 2x6 FLAT 2x4 x _ TRUSS TIE TRUSS TIE 20 GA.GALVANIZED 20 GA.GALVANIZED TOP CHORD o , PURLIN CONNECTOR TOP CHORD o PURLIN CONNECTOR �. OF TRUSS ��� OF TRUSS I� 23-9.0 �� / c•i C / p• 24'S.C. 4090 TRUSS (1)#9x1"TRU-GRIP SCREW ON PEAK SIDE AND (1)#9x1"TRU-GRIP SCREW ON PEAK SIDE AND SCALE:1/Y=1'-0" (2J#9x,TRU-GR SCREWS ON EAVE SIDE OF (2)#9x1'TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN(JOINT MUST BE TIGHT PURUN IN HOLES SHOWN(JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 600 R.S.NAIL) (PURLIN CONNECTED WITH 6"HEADLOK FLATHEAD LAG SCREW) SCALE:I I a'-1'-0" SCALE:1 1/2"=1'-0" DRAWN BY.• DRENCH DATE.' 5/13/2015 CHECKED BY.'GMC DATE. 5/18/2015 REVISED DATE.' -- REVISED — REYISED - 3'WIDE EVISEDDATE — (ZONE 2) 4YYW 2x4 PURUNS®16"O.C. /V.. O�•�GyD••l- 9* . 3'WIDE (ZONE 2) S`Ocp�OpS ,A ®\µtEpM�D O-INDICATES PURLINS TO BE FASTENED O W/HEADLOK.19"x 6.0'FLATHEAD LAG SCREW,ALL OTHER PURLINS TO BE FASTENED w/60d R.S.NAIL 24' WIDE BUILDING PURLIN LAYOUT SCALE.AS NOTED SCALE:1/2"=1'-U' SHEET NO. S2OF S6 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATION JOB NO.1.) BUILDING LOCATION PLAN TAKEN FROM SITE PLAN PROVIDED BY: 128-047955 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS JOSEPH A. INGEGNO NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. LAND SURVEYOR 1380 ROANOKE AVENUE ANCHORED ON CONCRETE-COLUMNS ARE ATTACHED TO CONCRETE BY USE OF 1/4"H.R.STEEL COLUMN RIVERHEAD, NY 11901 SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO 1/2"DIA.x IW PLATED ANCHOR BOLTS AND PHONE: 631-727-2090 COLUMN IS FASTENED TO SOCKET BY (4) 1/2"x6"M. BOLTS & (8)20d R.S. NAILS. N 55°09'20„ M.T.'`�• (LONG 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED E I -'-•-._._,�, G/g�ANp RAILROAD) DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. TREATED LUMBER-- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 _ OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE "' _ 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE REPAIR,AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS =20 PSF CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 3 I ''R- _ b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY STRUCTURAL MEMBER=20 PSF FRAMING LUMBER-SIDING NAILERS ARE'2x4 S4S OR 2x6 SPF NO.2 OR BETTER SPACED APPROXIMATELY 36" o I b • ,_416.60' c.) FOOTINGS = 16 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO.2 OR a 19 �•,� NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL). BETTER ON EDGE SPACED APPROXIMATELY 24 O.C.ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. Z ( co ---- ----- - - -.-- - - -- -- - - I w 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING . b l!`;DER THE DIRECTION OF THE LICENSED/ REGISTERED ARCHITECT OR LICENSED/ ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED I EXISTING I I I I AND KILN DRIED LUMBER AS SPECIFIED,IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE i • MORTON I I I REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. p IMO TON EXISTING - EXISTING I 1 )4.30 I o AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT I c I� BU)LDING 60'x16x83' I I 60'xl 6'x100' v 5.)* THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. - - - - - I - - W/POR MORTON - "MORTON I - - "' NOT-PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' a BUILDING BUILDING I i SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. c4i 62 SIDING PANELS &ROOFING (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME 66.01' ( I i �.- w ca STEEL WITH AN ADDITIONAL BAKED-ON 70%PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON Z I ---- - =---- --- -) I- - ----- - - ----i EXTERIOR. `• Z g I EXISTING 3 HOUR PROPOSED 3 HOUR FIRE RATED DREZARRIER-UL# U907) I Z O BLOCK WALL & WITH ASTM E 119 3 HR. I O TRIM- DIE-FORMED TRIM OF 0.017"MIN_ G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, L I DOORS FIRE RESISTIVE COIL-UP a CORNERS, BASE WINDOWS,AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. I DOOR ( TOTAL FIRE AREA A 3996 SQ. FT. ao PROPOSED ! EXISTING FIRE AREA B 4980 SQ. FT. Z GUTTERS-5"K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70%PVDF FINISH TO MATCH TRIM, ON BOTH SIDES I N 24x21' M PROPOS'-_D FIRE AREA B 378 SQ. FT. OF THE BUILDING. I MORTON TOTAL FIRE AREA B 5358 SQ. FT. L 2x4WFl F1 02/12 ( BUILDING I EXISTING FIRE AREA C 6000 SQ. FT. CORRIDOR l 1 1 N I PROPOSED FIRE AREA C 126 SQ. FT. z N I I b TOTAL FIRE AREA C 6126 SQ. FT. �.� (D c �vl -- -- -- - - -- -- -- -- -- - - - - - -- ------- -� �� - - -- - - - - --.- uj S 460 23'30" W ���� 411.18' Z , �- O LLiobzt L Y 0 ... C W Ev- � U �. J Z BUILDING LOCATION PLAN o U � \ 10' 40' 0- y SCALE: 5' 20' 80' 0 LLj BUILDING DEPARTMENT AT pI UMBER CERTIFICATION 0 W } 8/,P.1 TO 4 PM FOR THE ON LEAD CONTENT BEFORE a J Ntc INISPE.CTIONS: Q vs `;)ATION - TWO REQUIRED CERTIFICATE OFO CUPANCY LU 1 8 BUILDING DESIGN CRITERIA POURED CONCRETE SOLDER USED IN V,/1TER J USE GROUP Fl �(1 - FF,^P.'ING g. PLU��BIt;O SUPPLYSYSTEP., A'vr L?ALCONSTRUCTION TYPE ��.ATIO^1 �• C7,171, ...x�t} VB ' - COISTRUCTION MUST EXM-C-VP,11C Lt" . , . Z Q L MINIMUM LIVE ROOF LOAD DESIGN 16 PSF ::`''PLETE FOR C.O. GROUND SNOW LOAD 20 PSF C,'ltiSTPUCTION SHALL MEET THE WIND SPEED (Vas) 120 MPH ? _NTS OF THE CODES OF NEW EXPOSURE CATEGORY B ` - NOT RESPONSIBLE FOR PLUMBING v DR CONIST IUCTION ERRORS. ALL PLUMBING WASTE INTERNAL PRESSURE COEFFICIENT Q.>)8 &WATER LINES NEED BUILDING DESIGN CONDITION ENCLOSED TESTING BEFORE COWERING MAXIMUM DESIGN ELEVATION 'I j7Q FT WIND LOAD DESIGN ASCE 7 �1ETHOD 2 ,;", ',",' ",i hOUF_S OF ZONE 1 E ` 21.1 PSF -'1'i `t:;,,=.i� �a I i u I O�N CODES ZONE 2E -27.4 PSF Te,r �r ��. RLQUiREO f�.P , :.v� , � - ZONE 3E "' ' -18.7 PSF1(1��;"'Z�? ZONE 4E -17.5 PSF _Sh, ., ,� h . • CCUPANCY OR MAIN WINDFORCE RESISTING SYSTEM ZONE 5E 17.3 PSF Q11 F �. a.. ... . .. ..: ....u.-- u USE IS UNLAWFUL (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E '•� �'; -13.4 PSF �------'-----'�- (FORZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 15.3 PSF WITHOUTCERTIFI (MAXIMUM VALUE SHOWN) CAT ZONE 2 -19.1 PSF ZONE 3 -14.2 PSF � :� � OF OCCUPANICY ZONE 4 -13.1 PSF ZONE 5 12.7 PSF DRAWN BY. D FRENCH ZONE 6 -10.3 PSF °�0°OF�td E W DATE. 5/13/2015 ZONE 1 14.9, -23.7 PSF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR ,<<C. • O,p°�� CHECKED BY. GMC CURRENT LUMBER SPECIFICATIONS (06-01-2013) ZONE 2 14.9, -41.3 PSF THIS BUILDING WAS PREPARED BY ME OR UNDER MY '<�. L' �!✓�;��' DATE. 5/18/2015 COMPONENT&CLADDING WIND LOADS DIRECT SUPERVISION:AND THAT I AM A DULY 2 �► SIZE DESCRIPTION BENDING VALUE Fb (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 14.9, -61.0 PSF LICENSED/REGISTEREQ ROFESSIONAL ENGINEER. * •C 0 SHEET INDEX 2x4 N0.2 SPF 1313 PSI (FOR ZONES SEE ELEVATIONS) ZONE 4 25.9, -28.1 PSF % �. REVISED DA TE. --- SHEET# DESCRIPTION 2x4 NO. 1 SYP 1500 PSI m • ZONE 5 25.9,-34.7 PSF REVISED DATE. - G1 OF G1 SPECIFICATIONS,SHEET INDEX, & BUILDING LOCATION PLAN 2x4 2100f MSR SPF 2100 PSIq�_ �`� REVISED DATE.' ---- 2x6 N0.2 SPF 1 138 PSI * ROOF SNOW D g�,�nE ' I= rA /��a�f O S O LOA CALCULATIQNS RONALD L.SUTTON, P.E. ®1tCt9�Afa..... .�� ECT ISAkl I1,-�.. REVISED DATE. --- Al OF A4 ACCESSIBILITY SITE SPECIFICATIONS 2x6 NO. 1 SYP 1350 PSI I dsutton@c!lieddesignaes.com Cont i,,i "` ` ':;: '''~ I "; Ot 765-1.560 heicre 2x6 2100f MSR SPF 2100 PSI Ps = 0.7 x Ce x I x Pg x Ct x Cs DAT E:.bS -U-,I'REG.# ,•- A2 OF A4 INTERIOR LAYOUT • A3 OF A4 ACCESSIBILITY REQUIREMENTS 2X6 2400 MSR SYP 2400 PSI Ce = SNOW EXPOSURE FACTOR= 1.0 BaCktlll, = IMPORTANCE FACTOR = 1.0 that the cli�I 111.1.1 A4 OF A4 ELEVATIONS 2x8 NO. 1 SYP 1250 PSI Pg = GROUND SNOW LOAD = 15 PSF 2x8 2400 MSR SYP 2400 PSI Ct = THERMAL FACTOR = 1.2 I HEREBY RTIFY THAT TH RCHITECTURAL DESIGN SF1 OF SF1 FOUNDATION PLAN,SECTIONS & DETAIL 2x10 NO.-I SYP 1050 PSI Cs = ROOF SLOPE FACTOR=0.94 FOR THI UILDING WAS PR ARED BY ME OR UNDER 2x10 2400 MSR SYP 2400 PSI Ps = 0.7 x 1.0 x 1.0 x 15 x 1.2 x 0.94= )1,1134 PSF MY DI CT SUPERVISION AN T I AM A DULY Ab S1 OF S6 COLUMN PLAN & DETAILS 2x12 NO. 1 SYP 1000 PSI L10EN ED/ REGISTERED ECT. 2x12 2250f MSR SYP 2250 PSI S2 OF 56 TRUSS/BRACING PLAN,TRUSS DRAWINGS, PURLIN LAYOUT& DETAILS ��'/� C� N. T 4,►Q' 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI ,, i S3 OF S6 SECTION A,SHEARWALL ELEVATION &DETAILS 3 1/2"x 15" GLU-LAM 1650 PSI DONALD HIT CT Pt2.O S4 OF S6 SECTION B & DETAILS 5 1/4'xl6 1/2" .GLU-LAM 2400 PSI - 4 don.tippet alli ddesignaes.co S5 OF S6 SECTION C &SOUTHWEST CONNECTION FRAMING ELEVATION 5 1/4"x19 1/2" GLU-LAM 2400 PSI DATE: EG.# S6 OF S6 SECTION D & NORTHEAST CONNECTION FRAMING ELEVATION gyp ' �� SCALE.•AS NOTED OF SHEET NO. G1OF G1 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY SITE PLAN ACCESSIBILITY JOB NO. ACCESSIBLE 128-047955 ANCHORED WHEELSTOP 1. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 INCHES EXCEPT AT AT EACH SPACE PARKING DOORS. "VAN ACCESSIBLE"OR STANDARD 2. AN ACCESSIBLE ROUTES WALKING SURFACES, OTHER THAN RAMPS AND CURB RAMPS, Z� PARKING IDENTIFICATION SIGN SHALL BE NO GREATER THAN 1:20. WALKING SURFACE CROSS SLOPES OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 1:48. `Ocr) PERMIT ONLY COLUMN 3. THE MAXIMUM SLOPE OF A RAMP OR CURB RAMP SHALL BE 1:12 OR LESS. THE $100.00 FINE NAILER PLANE MAXIMUM RISE FOR ANY RUN SHALL BE 30 INCHES. ACCESSIBLE ROUTE VAN 2x8 NOTCHED SPLASHBOARD WALKDOOR THRESHOLD W/ 4. THE MINIMUM CLEAR WIDTH OF A RAMP 30 FEET OR LESS SHALL BE 36 INCHES. RAMPS REQUIRED AT VAN EXPANSION JOINT BEVEL LESS THAN 1:2 SLOPE ACCESSIBLE SPACES. ACCESSIBLE 2x4 TREATED BLOCK W/ MORE THAN 30 FEET IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 44 INCHES. 4"CONCRETE LANDING /2"xl 1/2"TREATED SHIM 1/4"PER FOOT SLOPE1 1/CONCRETE FLOOR 5. RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RAMP AND EACH RAMP 0 6x6/10x10 WWM �c RUN WITH SLOPES NOT STEEPER THAN 1:48. • •` ° r�;'��a �• - , 4" MORTON 6. LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDTH OF THE RAMP RUN LEADING TO IT ° AND SHALL BE A MINIMUM OF 60 INCHES IN LENGTH. IF RAMPS CHANGE DIRECTION AT 4r- ':''r. :y , ,.•.. . . — —GRADE PAINTED STEEL CHANNEL SLOPE GRADE AWAY FROM 4" .]II Tr•• '`^ Y' " {;' =�� ;•,,. •., YLANDINGS, THE MINIMUM LANDING SIZE SHALL BE 60 INCHES x 60 INCHES. CURB RAMP o LANDING A MINIMUM OF '•;:;`•' >;L:.,; . ..:�'' :y AISLE IMP PER FOOT SLOPE FOR SHALL HAVE A MINIMUM OF 36 INCHES CLEAR LENGTH. .•.. 60"MIN.TO BOTTOM OF SIGNAGE A MINIMUM DISTANCE OF 5-0" v:: ': ':" PERIMETER INSULATION 7. IF A RAMP RUN HAS A RISE GREATER THAN 6 INCHES,THEN IT SHALL HAVE HAND RAILS #4 CONTINUOUS RE-BAR 2 ON BOTH SIDES. AROUND PERIMETER p 4" 8. CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. s� FINISH GRADE 4"MINIMUM COMPACTED GRANULAR BASE CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE rc c� - --- - --- -- -- - - `- OR IN,SITU GRANULAR SOIL -' - - - - - ---- - -NO GREATE-R-THAN--1:2. -CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF .RAMP. col ol 8'-U'MIN. LANDING & THRESHOLD DETAIL fl- 8'-0"MIN. ACCESS AISLE SCALE: 1"= V-0" SEE NOTE #16 9 THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 36 INCHES, EXCLUSIVE OF FLARED ca O = 16-0 MIN. 10.FOR PURPOSE OF WARNING,THE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE �i Z ACCESSIBLE PARKING SIGN ® TRUNCATED DOMES WHICH SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING Ct G C PARKING SPACE DETAIL PEDESTRIAN ROUTES. TRUNCATED DOMES SHALL BE LOCATED FOR A DISTANCE OF 24 �-/ O ACCESSIBLE ® INCHES IN DIRECTIONS OF TRAVEL. C SEE NOTE #15 v 11.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR Z WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES;THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1:10. CURB RAMPS WITH RETURNED CURBS MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY LjLj ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20. z 12.BUILT-UP CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES OR INTO SPACES THAT WOULD INTERFERE WITH PERSONS , ENTERING OR EXITING PARKED OR STANDING VEHICLES. W 13.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY Z PARKED VEHICLES. O = �1:� Iv U Th. Q 14.MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING Q O A a O SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP AREA OF TRUNCATED DOMESLIJ U EXTENDING THE FULL WIDTH OF THE MARKED CROSSING. =)ISe 15.ACCESSIBLE PARKING SPACE: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:48 IN ALL DIRECTIONS. 1 1 IJ =' 16.LANDING, &THRESHOLD: E— O A. ALL DOORS REQUIRED TO BE ACCESSIBLE,SHALL BE PROVIDED WITH LEVER HANDLES = O OR PUSH/PULL HARDWARE. B. ALL DETAILS SHALL CONFORM TO Al 17.1 [Q000 C. LANDINGS SHALL BE HARD, FIRM AND SLIP RESISTANT SURFACES AND SHALL HAVE Q x0 SLOPES OF LESS THAN 1:48 IN ALL DIRECTIONS. m D. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN Z Q PCSMON OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. E. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE INTERIOR LL.J Q a HINGED DOORS SHALL BE 5 LB/FT. w F. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34 h INCHES MINIMUM TO 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. cn G. CHANGES IN LEVEL OF 1/4 INCH HEIGHT SHALL BE PERMITTED TO BE VERTICAL. _J H. CHANGES IN LEVEL GREATER THAN 1/4 INCH HEIGHT AND NOT MORE THAN 1/2 INCH �, MAXIMUM HIGH SHALL BE BEVELED TO A SLOPE NO STEEPER THAN"1:2. Z 17.SURFACE: A. ALL ACCESSIBLE ROUTES/ACCESS ELEMENTS SHALL BE STABLE, FIRM AND SLIP RESISTANT. B. ACCESSIBLE ROUTES SHALL NOT BE STEEPER THAN 1:20. CROSS SLOPES OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. C. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. t DRAWN BY. D FRENCH DA TE.* 5/13/2015 CHECKED BY.• GMC DA TE., 5/18/2015 REVISED DA 7E. -- REVISED DATE.• -- REVISED DATE.• ---- REVISED DATE: ---- ED M. SCALE:AS NOTED SHEET NO. A 1 OF A4 OFFICE.• 0 0 o DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 1 Q FLOOR PLAN ACCESSIBILITY Q ih ih ih ih ih o o o1 b b b Q `0 ^ N v h N 1. SINKS. JOB NO. 23'-9" ^ 15'-0" 15'0 15'0 M 15'-0" 16'-3" N 8'0 7'-0 ^3'-6'N !1 '-9" 15'-0" 15'-0" 15'-0 15'-0" 48'-3" A. SINKS SHALL BE MOUNTED WITH RIM NO HIGHER THAN 34 INCHES ABOVE FINISHED 128-047955 FLOOR. B. KNEE CLEARANCE AT LEAST 27 INCHES HIGH,30 INCHES WIDE AND 17 INCHES DEEP j SHALL BE PROVIDED UNDERNEATH SINKS. --------------a�--------®�---------e�---------e- --------®�----------- �I ------®�--------®- --------®�--------®�--------®- ------- ----------------------- a r n -) C SINKS SHALL BE A MAXIMUM OF 6-1/2 INCHES DEEP PROPOSED I I D. HOT WATER AND DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED OR I 1 3 HOUR• �1 OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. 1 ' FIRE !/ E. FAUCETS SHALL BE LEVER-OPERATED OR AUTOMATED. 1 I BA (UL#0907) 1 F. A CLEAR FLOOR SPACE AT LEAST 30 INCHES WIDE BY 48 INCHES DEEP SHALL BE 1 PROVIDED IN FRONT OF SINKS TO ALLOW FOR FORWARD APPROACH,WHEN • FORWARD APPROACH IS REQUIRED.THE CLEAR FLOOR SPACE SHALL EXTEND A 1 8 8Y//M- C? MAXIMUM OF 19 INCHES UNDERNEATH THE SURFACE. I 4 2. DOORS. A. DOOR HARDWARE THROUGHOUT BUILDING SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST TO OPERATE,THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB/FT. ( 1 I� 3. DINING I WORK SURFACES. 1 _ _ 1 I ( A. THE TOP OF THE COUNTER,TABLE,OR WORK STATION RESERVED FOR HANDICAPPED ( I I PERSONS SHALL BE 28 TO 34 INCHES ABOVE THE FINISHED FLOOR HEIGHT WITH A MINIMUM WORK SURFACE OF 36 INCHES LONG FOR SIDE APPROACH OR 30 INCHES EXISTING I EXISTING a �' ( 10 N 60'x16'x83' ° LONG FOR FRONT APPROACH.KNEE AND TOE CLEARANCE SHALL BE PROVIDED 1 60'x16'x100' ih 1 RAMP DN 1 io MORTON UNDER THE WORKING SURFACES. MORTON 1 (D I BUILDING EXISTING B. FLOOR SURFACES WITHIN MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT O ( BUILDING 1 ( 54'x11'-8'5(37' _ I I MORTON STEEPER THAN 1:48. ' 1 BUILDING 4. SALES AND SERVICE COUNTERS. ] 1lo — — — — W/PORCH I A. PARALLEL APPROACH: N I I 1) A PORTION OF THE COUNTER SURFACE 36 INCHES MINIMUM IN LENGTH AND 36 O. INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED. I I (1 1 o Or. � 1 2) WHERE THE COUNTER SURFACE IS LESS THAN 36 INCHES IN LENGTH,THE ENTIRE W 1 COUNTER SURFACE SHALL BE 36 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR. m I 1 ( ( ( I 3) A CLEAR FLOOR SPACE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO ( I I ^ THE ACCESSIBLE COUNTER SHALL BE PROVIDED. Z I i i B. FORWARD APPROACH: Z I04 1) A PORTION OF THE COUNTER SURFACE 30 INCHES MINIMUM IN LENGTH AND 36 1 1ol INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED. d 2) A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH TO THE011 ! n ACCESSIBLE COUNTER SHALL BE PROVIDED. v I 1 1 z I 1 1 3) KNEE AND TOE CLEARANCE SHALL BE PROVIDED UNDER THE ACCESSIBLE COUNTER. i I Iol"is . SIGNAGE. 1 I L— - - - -- ---- � --------- -) L - ------------------------------------------------ - A. SIGNAGE IS REQUIRED AT THE FOLLOWING LOCATIONS:I I ° W 1) AT ALL NON-ACCESSIBLE ENTRANCES INDICATING THE LOCATION OF THE L..LJ EXISTING 3 HOUR ACCESSIBLE ENTRANCES. 5'-3 118" 15-8 7/8" FIRE RATED ) 2) SIGNS STATING"EXIT'SHALL BE PROVIDED ADJACENT TO EACH DOOR THAT LEADS Z BLOCK WALL& TO A CORRIDOR,STAIRWELL,OR TO THE EXTERIOR OF THE BUILDING. Q O DOORS F 3) SIGNAGE SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE ^ I / LOCATED AT ALL RESTROOMS. B. ALL SIGNS SHALL INCLUDE TACTILE SIGNAGE INCLUDING ANY OPTIONAL INTERIOR ANDuj �•' , , EXTERIOR SIGNAGE IDENTIFYING PERMANENT ROOMS AND SPACES. } � INTERIOR LAYOUT LEGEND u C.TACTILE AND BRAILLE SIGNAGE SHALL BE LOCATED 48 INCHES MINIMUM TO 60 INCHES Z a INTERIOR LAYOUT , MAXI HIGHEST ABOVE T E FLOOR R OR GROUND SURFACE,MEASURED TO THE BASE LINE OF O w ^ �! q$a - 3068 PLAIN FIBERSTEEL IN FLAT LEAF WALKDOOR,OUT SWING, p � a?a- Q RIGHT HINGE WITH CLOSER,&INTERCONNECTED LEVER LATCH/DEADBOLT I D. TACTILE SIGNAGE SHALL BE LOCATED AT THE LATCH SIDE OF A DOORWAY.AT DOUBLE Q O '%'o 0 - (2)3068 SOLID CORE BIRCH DOORS W/PRIVACY LEVER LOCKSETS /� DOORS SIGNAGE SHALL BE PROVIDED ON THE SIDE OF ANY INACTIVE LEAF. IF BOTH = _; (2)30 15116'x 23 13/16"AW31 ANDERSEN AWNING WINDOWS W/SCREENS 0 - WIDE BUILDINGS(10)5'4!'x 3'0"FIXED MB LOW E WINDOWS(5)IN EACH EXISTING 60' `� ' l DOORS ARE ACTIVE THE SIGNAGE SHALL PLACED THE RIGHT SIDE THE W T DOORWAY. IF SPACE IS NOT AVAILABLE FOR R SIGNAGEE IN THESE LOCATIONS,SIGNAGE Q- 8'405(8'-0"3 HOUR FIRE RESISTIVE COIL-UP DOOR W/FUSIBLE LINK(DESIGNED TO MEET / SHALL BE LOCATED ON THE NEAREST ADJACENT WALL TO THE AREA SPECIFIED. U ASTM E 119) (DOOR MUST REMAIN OPEN AT ALL TIMES DURING NORMAL OPERATIONS) / i' Q - (2) 13'3-3/4'x 8'1"FRAMED OPENINGS IN EXISTING ENDWALLS E. A MINIMUM 18 INCHES x18 INCHES CLEAR FLOOR AREA CENTERED ON THE TACTILE t� _ f "� SIGNAGE SHALL BE PROVIDED BEYOND THE ARC OF THE DOORWAY. SIGNAGE SHALL BE ALLOWED ON THE PUSH SIDE OF DOORS WITH CLOSERS WITHOUT HOLD©PEN v J $"CMU WALL 7 DEVICES. Vu Z 0 F. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS,BUILDING � / ;' NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS 2 8 7 o ROUGH OPENING SCHEDULE SCALE: PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 1' 4' 1 b' G.STREET ADDRESS SHALL BE POSTED IN NOT LESS THAN 4 INCH HIGH LETTERS/NUMBERS(6 FROM LEGEND U UNIT SYMBOL WIDTH HEIGHT 2x4 LEDGER BOARD INCH RECOMMENDED)WITH A MINIMUM STROKE DEPTH OF 0.5 INCH ON THE BUILDING. 1❑ 381/4" 81" 6. THRESHOLDS. X 0 31 15116" 2413/16" A. ALL DOORS REQUIRED TO BE ACCESSIBLE,SHALL BE PROVIDED WITH LEVER HANDLES ® 64 1/4" 36 1/4" 2x6 LEDGER BOARDOR PUSH/PULL HARDWARE. m B. ALL DETAILS SHALL CONFORM TO Al 17.1 Z O C.ACCESSIBLE ROUTES SHALL HAVE SLOPES OF LESS THAN 1:20.CROSS SLOPES SHALL NOT n' EXCEED 1:48. ' ^ D. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN v ' Z (2)3 1/75(3 1/2'5(1/4"STEEL ANGLES POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF W z 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. W E. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE INTERIOR HINGED CL DOORS SHALL BE 5 LB/F. Q vj 2x6 BLOCK F. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34r 8 W 8"CMU WALL INCHES MINIMUM TO 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. G.CHANGES IN LEVEL OF 1/4 INCH HEIGHT SHALL BE PERMITTED TO BE VERTICAL. H. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT MORE THAN 1/2 INCH ---� WALL STUD OR CEILING JOIST 2x6 BLOCKS TAPCON TO BLOCK WALL MAXIMUM HIGH SHALL BE BEVELED TO A SLOPE NO STEEPER THAN 1:2.a Z WITH 1/4'52 3/4"TAPCONS SPACED 36"O.C. 7, SURFACES. 2x4 STRIPPING A. FLOOR SURFACE SHALL BE STABLE,FIRM AND SLIP RESISTANT. Ll B. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 6d-1 7/8"LONG CEMENT COATED BOX NAIL 2x6 NAILERS 1;48, OR CEMENT COATED COOLER NAIL WITH 1/4"HEAD* >< < 8. EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE FLUOROFLEXTM 1000 HI-RIB STEEL NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS.VERIFY ALL DOOR, • 21(4 BLOCKS(BETWEEN NAILERS WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. - 3/8"TO 1/2" 'NOTE:GYPSUM BOARD MAY ALSO BE ATTACHED WITH OR STRIPPING) 9. INTERIOR COMPONENTS THAT ARE PROVIDED BY MORTON BUILDINGS,INC.OR MORTON • 1 1/4"TYPE W DRYWALL SCREWS @ 12"O.C. 48"MAX.SPACING BUILDINGS,INC.SUBCONTRACTORS SHALL MEET THE FOLLOWING SPECIFICATIONS: • 3/8"70,1/2 71 O.C.WALLSY VERTICAL REIN. A. -2X4 STUDWALL @ 16"O.C. (6"O.C.CEILING) B. -2x6 STUDWALL @ 16"O.C. 3/8"TO;/2" ' II II •6"O.C.CEILINGS 5/8"GYPSUM WALLBOARD 111II 11!1 I1 11111 • T'O.C.WALLS T'O.C.WALLS II II II a • (6"O.C.CEILING) II II II II II II � 3/8"TO 1/2" Z • 2x4 STRIPPING @ 16"O.C. II 11 1 II 111 04 II -. •6"O.C.CEILINGS NO.9 GA.JOINT REINFORCING T'O.C.WALLS EVERY OTHER COURSE 1�II 1111 1111 . II II II • NOTES: DRAWNBY.- D FRENCH 2x2 VERTICAL BLOCKING BETWEEN II II 11 NAILERS @ COLUMN LOCATIONS II II II BLOCK CLASSIFICATION:C-3 DA TE. 5/13/2015 6d-1 7/8"LONG CEMENT COATED BOX 2x4 NON-TREATED BASEBOARD II II )) #4 VERTICAL REBARS MORTAR: CHECKED BY.' GMC NAIL OR CEMENT COATED COOLER @ 48"O.C. 1. TYPE S OR O MORTAR, NAIL W/1/4"HEAD* II i II II 2. FULL BED OF MORTAR 3/8"NOMINAL THICKNESS. / DA TE. 5/18/2015 *NOTE: it II I) GROUT: REVISEDDATE.- --- GYPSUM BOARD MAY ALSO BE ATTACHED W/1 II II I 1. MAXIMUM AGGREGATE SIZE 1/2". IX TYPE W DRYWALL SCREWS @ 12"O.C. II II II 2. WATER CONTENT SHALL BE THE MINIMUM NECESSARY. COLUMN WALL GYPSUM BO,,ARD FASTENING DETAIL II II II THE WATER-CEMENTIOUS MATERIAL RATIO SHALL NOT REVISED DATE.' --- TYPICAL GYPSUM BOARD WALL INSTALLATION ELEVATION SCALE:1/2"^1'-o" (NON-RATED WALL ASSEMBLY) II II II EXCEED 0.45 BY WEIGHT. REVISED DATE,' ---- SCALE:3/4"=V-9' (NON-FIRE RATED APPLICATION) II II II 3. 2000 PSI MINIMUM COMPRESSIVE STRENGTH. 4. ALL CORES CONTAINING REBARS ARE TO BE GROUTED. II II I) 5. MAXIMUM LIFT 48". REVISED DA TE: — II II II II II II REINFORCING: 2x4 STRIPPING @ 16"O.C. II II II 5/8"GYPSUM WALLBOARD II II II VERTICAL STAGGERED JOINTS ON EACH SIDE OF THE WALL 2x4 STUDS @ 16"O.C. 2x2 VERTICAL BLOCKING BETWEEN 1. #4 DEFORMED REBAR(Fy=60 KSI)48"O.C.MAXIMUM. GR ED NAILERS @ COLUMN LOCATIONS A� LAMINATED COLUMN II II 11 2. MINIMUM DEVELOPMENT LENGTH OF REBAR INTO Kr SO THEY DO NOT OCCUR ON THE SAME STUD INSIDE II II II FOOTING SHALL NOT BE LESS THAN 18". q�,t�N /p ` II II II 3. SPLICES SHALL BE LAPPED THE LARGER OF 24"OR 40 II II II BAR DIAMETERS. �G st ,►>l OUTSIDE II 11 II HORIZONTALS „ 2x4 NAILERS 1. JOINT REINFORCING SHALL BE NO.9 GAGE. 5/8"GYPSUM WALLBOARD 2. THE MAXIMUM WALL SURFACE AREA PER CROSS WIRE (A . IS 2.67 SQ.FT. h Q► COLUMN WALL GYPSUM BOARD FASTENING DETAIL 3. JOINT REINFORCING SHALL BE INSTALLED EVERY OTHER 4 TYPICAL GYPSUM BOARD INSTALLATION DETAIL SCALE: 1/2" V-9' (NON-RATED WALL ASSEMBLY) ,x 8'k16'1`F 0TINGW/ COURSE. SOF N , SCALE:1-1/2"=1'-0EL" (NON-FIRE RATED APPLICATION) -+ •- 244 REBARS CONTINUOUS BLOCK FIREWALL DETAILS SCALE:3/4"=1'-0" 3 HOUR FIRE RESISTIVE WALL PER U.L.#U907 SCALE.AS NOTED SHEET NO. A2 OF A4 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY NELW YORK ACCESSIBILITY REQUIREMENTS 1. RESTROOM CRITERIA NO. 128-047955 A. IMPERVIOUS SURFACE TO BE PROVIDED IN RESTROOMS WITHIN TWO FOOT OF WATER CLOSETS AND URINALS TO A HEIGHT OF FOUR FOOT FROM FLOOR.A SMOOTH, HARD, NONABSORBENT FLOOR SURFACE AND A 6 INCH SMOOTH, HARD, NONABSORBENT BASE TRIM TO BE PROVIDED THROUGHOUT ENTIRE RESTROOM. 17 1/4" B. BARRIER FREE RESTROOMS SHALL BE IDENTIFIED WITH INTERNATIONAL SYMBOL OF COMPLIANCE AND A TACTILE SIGN. THE SYMBOL OF COMPLIANCE SHALL BE LOCATED BETWEEN 48 INCHES AND 60 INCHES ABOVE FINISHED FLOOR.THE 16-0 3/4" TACTILE SIGN SHALL BE MOUNTED 60 INCHES ABOVE FINISHED FLOOR OR GROUND ® SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. ® 2. BOTTOM OF MIRROR AND SOAP DISPENSER SHALL BE AT SAME HEIGHT. 8'-4 3/4"CLEAR 6-5".CLEAR 3. FLUSH LEVER SHALL BE ON THE APPROACH SIDE OF THE WATER CLOSET. 54"MINIMUM 54"MINIMUM M M 4. SPOUT SHALL PROVIDE A 4 INCH HIGH MINIMUM FLOW OF WATER. 12"MAX. 12"MAX. 5. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 3'-0" 6" 42"MIN.GRAB BAR 42"MIN. GRAB BAR 17" 17, 1 1/4"MINIMUM AND A 2"MAXIMUM. ol lo ❑ ACCESSIBLE DRINKING FOUNTAIN ELEVATIONS . 0 SCALE: 1/2"= V-0" 39'-41 r� GRAB BARS e�r m Q / 17"-19„ >' 36"MIN. rl c ❑ ( \/ k / . 12"MAX - m 5 „MIN. 24"MIN "12" o coQ MAX MIN v� ✓ w . i m j— I z TOILET w Q — 11/7'MIN. PAPER � r� z =vt cl[ w i------- / \ I \ M J 10 El DISPENSER WATER 97 oll macQ M, coz v CLOSET El10 WATER CLOSET"I— --1-- --- ----- �../ to b I ❑ ----�, \—\ --�I III II�FpF� l (Q� OQ II \\\�\ IIi / -- � I p N V W � _::E17'- 19"TO W L--- 48_MIN.— 6„ TOP OF SEAT z 16"- 18" i Abo ' CLEAR FLOOR SPACE EQUIPMENT PERMITTED IN SHADED AREA SIDE ELEVATION OF WATER CLOSET FRONT ELEVATION ------- , - W miUL 10 Ia Z "`s:�. v �, o-- ACCESSIBLE DRINKING FOUNTAIN DETAILS © � ACCESSIBLE WATER CLOSET DETAILS ® O L 32"MINIMUM O O I I 32"MINIMUM SCALE: 1/2"= 1'-0" SEE NOTE #4 Q • CLEAR OPENING 12" I I I 12" CLEAR OPENING SCALE: 1/2"= 1'-0" SEE NOTE #3 O .. OI�O I I pui .,. p ❑ I I I D � , I I I • I U i II ❑ L-- - -J--I----- J >711 a ❑ ANY OBJECT MIRROR U SOAP DISPENSER 0 LAVATORY O m 12"MIN 36" 1-1/4"TO 2" o _ RESTROOM CLEARANCE LAYOUT : z N "' SCALE: 1/2"= 1'-0" SEE NOTE #1 BACK WALL — � I i✓ Q N 1-1/2"MIN . : Lu 1 g 6"MAX. ti f�/ 8"MIN. �! 17'MIN. Q ANY OBJECT "r 3 < z i M ° ❑ O J` z ❑ N GRAB BAR CLEARANCES ® SIDE ELEVATION OF WALL-HUNG LAVATORY KITCHEN SINK SCALE: 1-12 - V-0" SCALE: 1/2 - l'-0" SEE NOTE #2 •J I ❑ —�F MAX M1. O � 18"MIN. I co I / ? Q = / co i 48"MIN. ----------"--J 6"MIN. "MIN. Z 48" 18" 17 MIN. olo L0 KITCHEN SINK DETAILS ACCESSIBLE SHOWER STALL DETAIL (FLOOR PLAN) p v ,5" 1s' DRAWN BY. D FRENCH SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" 18 4"MAX DATE. 5/13/2015 lo o CHECKED BY.* GMC e z DA TE. 5/18/2015 22"MIN.TO iff ffREVISED DATE.' - 2'41 MIN. CLEAR 23"MAX. r --- — L — — — M REVISED DA TE.- --- Z / 3 1/2"MAX. REVISED DATE.• -- / 1 1/2"MAX. i Q REVISED DATE.' --- i 4 1 1/2" ✓ 14 MIN.TO 10 10 2"DIAMETER 00 15"MAX. M �� - _ 14 cl) co i 00 1/2 CURB 1/2".CURB, K 34"TO 38" - MAXIMUM MAXIMUM TO FRONT .i 12" OF TREADS 3"MAX. SEAT WALL BACK WALL CONTROL WALL MIN. ! to IF DOOR HAS 2 1//2"MAX. CLOSER & LATCH HANDRAIL (ENDS SHALL BE 11 , . I t—-.11 RETURNED TO WALL)* 15"MIN. ACCESSIBLE SHOWER STALL DETAIL (ELEVATIONS)_ �QF " TYPICAL ACCESSIBILTY CLEARANCE DETAIL TO 16"MAX. AL = V-0" SCALE: 1/2" FOR FORWARD APPROACHHANDRAIL DETAIL ACCESSIBLE L-SHAPED SHOWER SEAT DETAIL* NOTE: SHOWER HOSE SHALL BE 59"MINIMUM SCALE:AS NOTED SCALE: 1/2"= V-0" SHEET NO. A3 OF A4 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 1.)EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE JOB NO. OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 12$-047955 VERIFY ALL DOOR&WINDOWS LOCATIONS WITH THE OWNER. 4 6 3 6E 4E 2 5 1 MWFRS Reference Comer (ZONE 2) j ------------- EXISTING p 54'x11'8'k37' c'� - MORTON BUILDING W W/PORCH O 00 ♦ ` ♦ Z EXISTING EXISTING W 60'x16'x100' 60'x16'x83' � Z MORTON MORTON 11 BUILDING BUILDING ® ® � 0.. Dod Dod z I W I � W 21'-0"WIDE(ZONE 4) Z NORTHWEST ELEVATION �r W 0o >- �mm 0 Ld x 0 0 = fi - ui 3.0'WIDE 3.0'WIDE (ZONE 2) (ZONE 2) WIDE 3.0'WIDE V (ZONE 2) IL (ZONE 2) . 12 41- 1� 1 1 0 t-- 0 /12 r , 4 ^^.J// 4 t..L EXISTING x 60'xl 6'x83' MORTONm EXISTING BUILDING 60'xl6'x100' ' MORTON V d BUILDING ��•✓J Lu 2 QLu IL h NORTHEAST ELEVATION W 8 (CUT THROUGH PROPOSED CORRIDOR) SOUTHWEST ELEVATION (CUT THROUGH PROPOSED CORRIDOR) z Z (ZONE 2) (ZONE 1) VENT-A-RIDGE 5"O.G.GUTTERS EXISTING EXISTING 54'x11'8'k3T 60'x16'x83EXISTING MORTON 12'-4" MORTON 60'x1 6'x100' BUILDING BUILDING 2'_4!' MORTON W/PORCH BUILDING r- DRAWN BY.' D FRENCH T#48 INSIDE CORNER TRIM ////�/'//'W/�/ / DATE.' 5/13/2015 HI-RIB STEEL SIDING T#167 TRANSITION TRIM E2-L=====j CHECKED BY. GMC HI-RIB STEEL WAINSCOT ' T#167 BASE TRIM W/T#198 DATE. 5/1$/2015( REVISED DATE.' — 21'-0"WIDE(ZONE 4) - iREVISED DATE' I I i i I I 1 2'-6"i I ► I I REVISED DATE. ---- 48'-3" 15'-0" 15'-0" 15'-0" 15'-0" 11'-9" 3'-6" 7'-0" 8'-W 16'-3" 15'-0" 15'-0" 15'-0" 15'-0" 23'-9" REVISED DATE.' -- to 'Q °o b O n h `Q' N Uj 04 O `Oor O {� O N N O SOUTHEAST ELEVATION 2' 8' SCALE.AS NOTED SCALE' R SHEET NO.- 1' 4' 16' A4 OF A4 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE,.NY 1,)FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL JOB NO. C) CONDITIONS MAY REQUIRE MODIFICATIONS. 128-047955 M^ -1 __j FOUNDATION PLAN DIMENSION FOUNDATION PLAN DIMENSION 2.)CONCRETE FLOOR NOTES: 00 16'-0 3/4" N a.3500 PSI,5 1/2 BAG MIX CONCRETE 01-9114' 0'-8 1 b.SLOPE GRADE AWAY FROM BUILDING Can?1"PER FOOT FOR A MINIMUM 0'-8" 7-11" 5-6 1/8" 9'-2 7/8" 0'-8" 3'-5 1/2" DISTANCE OF 10'PLUS OVERHANG WIDTH c.A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. VARIES FROM 4 1/4', SEE THICKENED FOOTING SECTION VARIES FROMUNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING _- -- MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL ---- 4"TO 18" ---- - - ------ BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT (2) 1/2"x10"PLATED ANCHOR BOLTKqy d.CONTRACTION JOINTS UNIFORMLY SPACED 12'O.C.OR LESS T.O.W, +1'-6" , JL T.O.W. +1'-6" 3.)CONCRETE FOUNDATION NOTES: Q r�. •. y.! !: 1. .• •. ,.. `1s1.. :•e'.•':.� .:,r ':4:'•.. "•'s.::•�••.,i: .,�s." �':�.' .!•`• �:� .yit..::•+.r'":i:.�"�. °. • • •,a' _ r• Z t +• FINISH GRADE ;� •� w4: • ' :°• °. FINISH GRADE NORTHWEST ELEVATIO N p VARIES .ir'..:..�;n� •• .''x'.•.: ''•..+:;•Fx•�.'•. „4...••;:.ac,-"v". z•;.;:,.::;,a,+`•!"•ra:.i.%...�+..:x, '•::;,.:�.:.ti•.k,-.�:«•; ,•.e VARIES ❑.CONCRETE&REINFORCING BAR SPECIFICATIONS: 6"CONCRETE FLOOR -3500 PSI,5 1/2 BAG MIX 0'-0" 0'8" 4"MINIMUM COMPACTED GRANULAR BASE 0'8" 2 1/2" _' 2 1/2" -GRADE 60,DEFORMED REINFORCING BARS D 4�„ OR IN SITU GRANULAR SOIL 2 1/2 6"CONCRETE RAMP FLOOR 4'-8" b.VERTICAL REINFORCING: b SF1 R-6 PERIMETER INSULATION 4" MINIMUM COMPACTED GRANULAR BASE -HOOK VERTICAL REINFORCING 8"MINIMUM IN FOOTING 8"CONCRETE FOUNDATION WALL V-8" OR IN SITIU GRANULAR SOIL :: MIN.HORIZONTAL REINF,2-#4 REBARS, -SPLICE LENGTH SHALL BE 12"MINIMUM -COVER SHALL BE 2 1/2"MINIMUM ———— ———— _ 1 AT 5"FROM TOP,1 AT 5"FROM BOTTOM 8'-T' c.HORIZONTAL REINFORCING: ii ———— ———— p• &SO NO BARS ARE MORE THAN 2'APART -HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE MIN.VERTICAL REINF.#4 REBARS 8 CONCRE.TE FOUNDATION WALL b SET IN FTG.NOT TO EXCEED 2'O.C. AROUND ALL CORNERS ———— ———— 'A 14'-1 1/8" g' TYPICAL FOOTING W/2-#4 REBARS 8" A ` •� -SPLICE LENGTH SHALL BE 12"MINIMUM 14-1 1/8 14'-5 7/9' UNLESS SPECIFIED OTHERWISE ., " �� „ 8 -COVER SHALL BE W MINIMUM 14'-5 7/8" —— _ 11 C \ I' 16„ l b.. 16' °_�° SFl r .f--- 4.)NOTCH WALL DOUBLE THE THICKNESS OF THE INTERIOR FLOOR PLUS THE HEIGHT OF o o THE WALL ABOVE THE FLOOR(IF APPLICABLE). NOTCH WALL 8"DEEP AT DOOR v , o o OPENING. ^^ � 22'-5 7/9' - 22'-5 7/9' N 23'-4" 23,-4. 5.) LANDING&THRESHOLD: 24'-0" to 24_0„ FOUNDATION SECTION A a.ALL DOORS REQUIRED TO BE ACCESSIBLE&SHALL BE PROVIDED WITH LEVER t...L w o SBI SFl / o SCALE:1/2"=1'-0" HANDLES OR PUSH/PULL HARDWARE. b.ALL DETAILS SHALL CONFORM TO Al 17.1 O EXISTING EXISTING / c.ACCESSIBLE ROUTES SHALL BE BY HARD,FIRM,AND SLIP RESISTANT SURFACES ^/ Z 60'x16'x100' 60'xl6'x83' AND SHALL HAVE SLOPES OF LESS THAN/ 1:20 • ■. W MORTON MORTON FOUNDATION PLAN DIMENSION Z / d.CLOSURES FOR DOORS SHALL BE ADJUSTED SO THAT FROM AN OPEN ' ^ O BUILDING BUILDING V § / 9 POSITION OF 70 DEGREES,THE DOOR WILL TAKE N07 LESS THAN 3 SECONDS = N N I TO MOVE TO A POINT 3 IN.FROM THE LATCH,MEASURED TO THE LEADING a- I 6"CONCRETE FLOOR EDGE OF THE DOOR. ! I� e.THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE v INTERIOR HINGED DOORS SHALL BE 5 LB/FT. Z Q Q d Q G f. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 4 a d SOUTHEAST ELEVATION 34"MINIMUM TO 48"MAXIMUM ABOVE THE FINISHED FLOOR. I 3" W b" • d ' Lu 4'-11 1/4!' I 3„ d — 4"MINIMUM COMPACTED GRANULAR BASE OR IN SITU GRANULAR SOIL 16'-0 3/4" oil 6" 3" 244 CONTINUOUS REBAR 3" q m 1110 NLa N O Z 2. B. THICKENED FOOTING SECTION a SCALE: SCALE:1 1/2"=V-0" O U 14' 16' W _ U FOUNDATION PLAN DIMENSION FOUNDATION PLAN DIMENSION P 140 J 0'-8" 13'-5 1/8" 9'-2 7/8" 0'-8" 4'-11 1/4" 16'-0 3/4" Ui Z 8-0 EXISTING T ~ 4 3/4" 10 1/8"' EXISTING 60'xl 6'x83' 0 60'x1 ' MORTON BUILDING MORTONRTON BUILDING Q/ O im _ ; ;' z —77 V-6" VARIES T.O.W.+0'-6„ 2'-0„ ,•• v '^ T.O.W.=0'-0" °' .• s. ,:. ,• t VARIES FROM %• v �FINADE :.'. ,.. Y, �•;.; ! s ! j; '� `.• -:''':;- ..r•;�^• �' ,,�:...x'.: :'•t':i = 6"CONCRETE RAMP FLOOR L _ "Z'::•'^+;y,�t:^ r•. ."�.°:a:p_.;:t v''�;�N 1.c +:c.L'+'y;. '� .' y.L.i.�.« `s:'aM;sv S.C•Y e`A'. .. , 'i. :.,,�,•.^a".�;' FINISH GRADE to C CONCRETE RAMP FLOOR • VARIES ° d 3'- 2" 6"CONCRETE FLOOR 2'-8" 2 1/2" Q tri 2 1/2" 4' MINIMUM COMPACTED GRANULAR BASE 2 l/2" u O ' OR IN SITU GRANULAR SOIL O r r.. • 8 '� �J &"CONCRETE FOUNDATION WALL(BEYOND) 16" 16 V'Kl6"FOOTING(BEYOND) "6- FOUNDATION SECTION B FOUNDATION CROSS SECTION C SCALE: 1/2"=1'-0" SCALE:1/2"=1'-0" 2x8 SPLASHBOARD 4'-11 1/4" 16-0 3/4" 2x4 TREATED BLOCK FROM THE DRAWN BY.• D FRENCH TOP OF THE UPPER SPLASHBOARD EXISTING TO THE TOP OF THE BOTTOM SPLASHBOARD EXISTING DATE* 5/13/2015 60x1 6'x100' 60'x16'x83' MORTON MORTON CHECKED BY.' GMC /4' 2x6 TREATED BLOCK BUILDING BUILDING DA TE: 5/18/2015 FASTENED W/1k23/4"TAPCONS REV/SED DATE,' ---- 2x8 SPLASHBOARD "3e:M;�' ,;,;,:..�,y'r. ,tv.a,Y�••_ :;:;..:; _'•;,r`c�'. z „.,, ., �..; : . ,;ti.; ::x: REVISED DATE.' - 2--0" 6"CONCRETE FLOOR REVISED DATE,' ° % •e • :'�' i• 4"MINIMUM COMPACTED GRANULAR BASE REVISED DATE.' ---- =T�,' "'.+"'`' :.Y+'^='+"•'' I OR IN SITU GRANULAR SOIL FOUNDATION WALL �;966y2B 6"CONCRETE FLOOR 4"MINIMUM COMPACTED GRANULAR BASE 2'-8" 2 1/2" OR IN SITU GRANULAR SOILCoD 0. FOUNDATION FOOTING • •O R.,F 1 Lh ( `1 D �� b5 . ZCo IS PARTIAL CONCRETE DETAIL FOUNDATION CROSS SECTION D SCALE:1/7'=1'-0" SCALE.'AS NOTED SHEET NO. SFI0FSF1 DESIGN AND EXPLANATORY NOTES rOFF/CECUTCHOGUE, NY 1.) INDICATES DIMENSIONS ARE TAKEN FROM OR TO THE OUTSIDE FACE OF THE JOB NO. 7-0"' ^ 7'-0" 7'-0" EXISTING BUILDING NAILERS. 128-047955 ------------ ----------- ------------------------------------------------- -------------------------1 ----------------------------------------------- PROPOSED 3 HOUR FIRE BARRIER o 7 (UL#U907) I j I � � #4 oo II I 000l /#53" I #260'xl 6'x83' 6 MORTON MORTON BUILDING I #6 I BUILDING Ln MORTON 23'-9 y Z-%:) —7BUILDING X N S uj I'-0"VENTED SIDEWALL--/ OVERHANGS ::Io z rloof Lu Z rvoo —-----——-- LLJ EXISTING 3 HOUR LLJ 71-a'- 7'-01' 7-0"' FIRE RATED BLOCK WALL& DOORS 9 0 mC4 z 0 Ld COLUMN PLAN LEGEND COLUMN PLAN 3-2x6 LAMINATED COLUMN LOCATION 0 0 'Mtf ' EXISTING 3-2x6 LAMINATED COLUMNS CUTOFF FOR NEW FRAMED OPENINGS ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS W PERIMETER SEAL PACKAGE(SOUTHEAST,NORTHWEST WALLS ONLY) 7/16"O.S.B.SHEARWALL LOCATION(SEE DETAILS SHEET S3) Liu Q 2' a, SCALE: 0 1 4' U rN.0.0 �x 0 a. LUz= oLu (2) 1 1/2x16 LAMINATED VENEER LUMBER HEAIDERS FOR NEW OPENING(ABOVE) LuCL (2)NEW VERTICAL BLOCKS BETWEEN EXISTING NAILERS vs EXISTING STEEL (3)2x6 VERTICAL STUDS ADDED TO EXISTING BUILDING EXISTING NAILERS 5/8"GYPSUM WALLBOARD T#48 INSIDE CORNER TRIM (2)NEW VERTICAL BLOCKS(1) BETWEEN EXISTING NAILERS (3)2x6 VERTICAL STUDS (3)2x6 VERTICAL STUDS ADDEDTO EXISTING BUILDING ADDED TO EXISTING BUILDING FLUOROFLEXrm 1000 Hf-RIB STEEL A _N 2x4 STRIPPING 0 16'O.C. 2x4 NAILERS EXISTING 6'(R-19)BLANKET INSULATION W/ EXISTING ADD ADDITIONAL STRIPPING AS NEEDED 6"(R-19)BLANKET INSULATION W/60'x16'xl 00' 4 MIL VAPOR RETARDER 60'xl 6'xl 00' 4 MIL VAPOR RETARDER IV MORTONMORTON BUILDING oll, (2)NEW VERTICAL BLOCKS(1) BUILDING (2)NEW VERTICAL BLOCKS BETWEEN EXISTING NAILERS BETWEEN EXISTING NAILERS EXISTING 2x4 NAILERS GYPSUM WALLBOARD /60'x16'x100' FLUOROFLEXTm 1000 HI-RIB STEEL 2x4 STRIPPING 0 16"O.C. "MORTON •'BUILDING T#48 INSIDE CORNER TRIM 5/8"GYPSUM WALLBOARD EXISTING NAILERS (2) 1 1/2x16 LAMINATED VENEER LUMBER HEADERS FOR NEW OPENING(ABOVE) EXISTING STEEL ADD ADDITIONAL STRIPPING AS NEEDED CONNECTION DETAIL #1 , CONNECTION DETAIL #2 SCALE:I 1/2'=1'-0" SCALE:1 1/2"=V-9' CONNECTION DETAIL #3 SCALE:1 1/2"=I'-G' eDRAWN BY.• D FRENCH (2) 1 1/2x16 LAMINATED VENEER LUMBER HEADERS FOR NEW OPENING(ABOVE) DA TE.• 5/13/2015 NEW VERTICAL BLOCKS BETWEEN EXISTING NAILERS CHECKED BY., GMC EXISTING STEEL (3)2x6 VERTICAL STUDS ADDED TO EXISTING BUILDING DA TE.• 5/18/2015 EXISTING NAILERS 5/8"GYPSUM WALLBOARD (2)NEW VERTICAL BLOCKS(1) REVISED DA TE: -- T#48 INSIDE CORNER TRIM (3)W VERTICAL STUDS BETWEEN EXISTING NAILERS I REVISED DA rE.- (3)2x6 VERTICAL STUDS ADDED TO EXISTING BUILDING ADDED TO EXISTING BUILDING V1 FLUOROFLEXTm 1000 HI-RIB STEEL x 2x4 STRIPPING @ 16!'O.C. REVISED DATE: - 2x4 NAILERS 71 REVISED DATE. BLANKET INSULATION W/ G ADD ADDITIONAL STRIPPING AS NEEDED 67(R-19)BLAN EXISTING 6"(R-19)BLANKET INSULATION W/ 4 MIL VAPOR RETARDER 60'x16k83' 60'x16'x83'/ 4 MIL VAPOR RETARDER MORTON NEW VERTICAL BLOCKS MORTON (2)NEW VERTICAL BLOCKS(1) BUILDING BUILDING As BETWEEN EXISTING NAILERS BETWEEN EXISTING NAILERS 2)(4 NAILERS EXISTING L %.rx, ' I To 5/8"GYPSUM WALLBOARD FLUOROFLEXTm 1000 HI-RIB STEEL60'x I 6'x83' lo'k • 2x4 STRIPPING @ 16"O.C. MORTON o T#48 INSIDE CORNER TRIM BUILDING O 5/8"GYPSUM WALLBOARD EXISTING NAILERS (2) 1 1/2x16 LAMINATED VENEER LUMBER ADD ADDITIONAL STRIPPING AS NEEDED HEADERS FOR NEW OPENING(ABOVE) EXISTING STEEL v CONNECTION DETAIL #4, CONNECTION DETAIL #5 SCALE:1 1/7'=V-9' SCALE:1 1/2"=V-0" CONNECTION DETAIL #6 SCALE:AS NOTED SCALE:I I/2'=1'-9' SHEET NO. S 1 OFS6 f-OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY o CV ................ 1.) INDICATES DIMENSIONS ARE TAKEN FROM OR TO THE OUTSIDE FACE OF THE JOB NO. EXISTING BUILDING NAILERS. 128-047955 ......................... I --A ———————————————————7———————————---—————————————————————————————————--- ————————————————————————————————————————————————————r ———————————————————————--1 PROPOSED 3 3IHOUR FFRE BARRIER (UL#U907) BARRIER .......................... ............. ... .... ....... ... .... ..".............. 11w oj�\ 41 1 / .... .......... ...... .................. ........... MORTON EXISTING IN 0.4 zLu 0 7 CL clef L-V- ------------------------------------------------- ---------- ------- ------------------------------------------ Lu U-i EXISTING 3 HOUR FIRE RATED BLOCK WALL& DOORS 0 ui TRUSS/BRACING PLAN 14 0 i ipto TRUSS/BRACING PLAN LEGEND 24'4090 S.C.TRUSSES @ 7'-0"O.C. Lu Clt^k 2X6 FLAT TRUSS TIE CENTERED IN BUILDING 20 TRUSS TIES NO N Lu o 2- 81 SCALE:7 7 0 11- 4' 16' 1 0 0 zm0 TRUSS SPACING 7'-U' O.C. LIVE LOAD 20 PSF 0 DEAD LOAD 6 PSF 9 CEILING LOAD 2 PSF Lu = LLJ 5-3-0 4 w TOTAL LOAD 28 PSF 2x4 PURLIN fL (---) ii 60d R.S.NAIL HEADLOK.19'�x&a'FLATHEAD LAG SCREW vi (ICC-ES REPORT ESR-1078) LL, 8 2x6 FLAT 2K4 TRUSS TIE TRUSS TIE I 20 GA.GALVANIZED 20 GA.GALVANIZED TOP CHORD PURLIN CONNECTOR TOP CHORD PURLIN CONNECTOR OF TRUSS OF TRUSSz>- 1� W: W: 23-9-0 24' S.C. 4090 TRUSS (1)#9xl"TRU-GRIP SCREW ON PEAK SIDE AND (1)#9x1"TRU-GRIP SCREW ON PEAK SIDE AND (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF (2)#9X1-TRU-GRIP SCREWS ON EAVE SIDE OF SCALE:112*=l'-O" PURLIN IN HOLES SHOWN(JOINT MUST BE TIGHT PURLIN IN HOLES SHOWN(JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL. 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 60D R.S.NAIL] (PURLIN CONNECTED WITH 6'HEADLOK FLATHEAD LAG SCREW) SCALE:1 1/2"=1'-0" SCALE:1 147,=1'-0" DRAWN BY. --0-- DRAWNBY.• DFRENCH DATE.' 5/13/2015 CHECKED BY.• GMC DA TE.• 5/18/2015 REVISED DATE.' REVISED DATE.' REVISED DA TE: ---- 3'WIDE REVISED DA TE. (ZONE 2) ta ulau.- '�-OIF NEW 2X4 PURLINS @ 16"O.C. 711 A' . 0. 3'WIDE • 0 (ZONE 2) 0 INDICATES PURLINS TO BE FASTENED if -w/HEADLOK.1 9"x 6.0"FLATHEAD LAG o SCREW,ALL OTHER PURLINS TO BE FASTENED w/60d R.S.NAIL 24' WIDE BUILDING PURLIN LAYOUT SCALE:I/2'=I'-C" rSCALE.AS NOTED SHEET NO. I,,__S 20F S6 rOFFICCE.• VENT-A RIDGE CUTCHOGUE, NY T#121 TRIM JOB NO. 128-047955 o FLUOROFLEXTm 1000 HI-RIB STEEL 2x4 PURLINS @ 16"O.C. 12 TRUSS IN COLUMN (2100 MSR SPF) 4� SADDLE INSULATION STOP/ LAMINATED COLUMN AIR DEFLECTOR 2x4 BEV. PURLIN 7/16"O.S.B.SHEATHING FILLER STRIP T#178 2x6 FLAT 2x4 2x6 BEV. FASCIA C TRUSS TIE TRUSS TIE G 5"O.G. GUTTERS T#144 & 146 FASCIA TRIM 24'4090 S.C.TRUSS VENTED SOFFIT HI-RIB/SOFFIT CAP & FILLER STRIP 9" (R-38) BLANKET INSULATION 4 MIL VAPOR RETARDER NOTE: 2x6 OVERHANG NAILER INTERIOR HI-RIB STEEL NON LOAD BEARING CEILING 2x4 TOP BLOCK &T#11 ABOVE RESTROOMS 3'-2'7/8" (2) 1/2"x5 1/2"M. BOLTS 6" (R-19) BLANKET INSULATION W/ (4) 20d R.S. NAILS 4 MIL VAPOR RETARDER • o 16"DEEP UNFACED FIBERGLASS 3/4"T&G PLYWOOD DECKING INSULATION UTILIZED AS FIRE 6" (R-19) BATT INSULATION N BLOCK 0 8„ 0. 2x8 JOISTS @ 16"O.C. (NO. 1 SYP) 2x8 RIM JOIST a— w FLUOROFLEX'rm 10100 HI-RIB STEEL 5/8"GYPSUM WALLBOARD °° 2x2 VERTICAL BLOCKING USP JH2O ADJUSTABLE JOIST HANGER 2-2x6 TOP PLATE FASTEN TO HEADER W/(l 0) 0.131"xl 1/2" O Z AT COLUMN LOCATION w (3 ) ROWS 2x6 NAILERS (2100 MSR SPF) TC POSITIVE PLACEMENT GUN NAILS AND Z 12'-0 FASTENED W/ (4) 0.148"x3 1/2" (16d) TO JOIST W/(6) 0.148"x2 7/8" (1Od) GALV. O TOP OF WALL R.S. NAILS R.S. NAILS, (3) PER SIDE 5/8"GYPSUM WALLBOARD a. TO HEEL 2x12 EXTERIOR WALL HEADER (NO. 1 SYP) 3-2x6 LAMINATED COLUMN FASTENED TO EACH COLUMN W/(14) 20d 2x6 NOTCH NAILER 7' R.S. NAILS Z -10 1/Z' 15-6 1/8" 9'-2 3/8" _ (2100 MSR S"PF) 5/8"GYPSUM WALLBOARD 8'-1 1/8" t 1 1 T#167 TRANSITION TRIM &FILLER STRIP 2x4 STRIPPING @ 16"O.C. 2x6 STUDS @ 24"O.C. ( 1 1 7/16"OSB PROTECTIVE LINER 12"TALL COLUMN SOCKET W/ FLUOROFLEX'rm 1000 HI-RIB (4) 1/2"x6"M. BOLTS & Z STEEL WAINSCOT (8) 20d R.S. NAILS 2x8 TREATED SPLASHBOARD (2) 1/2"x10"PLATED ANCHOR BOLTS 6" BATT INSULATION GUARDRAILS ♦ *GUARDRAILS W/PRECOMPRESSED ULTRA-SEAL EMBED VAPOR RETARDER INTO SEALANT F— V,TAPE & HOLD IN PLACE W/ 1"xl-1/2"BLOCK 2x6 TREATED BOTTOM W T#167 BASE"TRIM W/T#198 NAILED W/2-1/4"R.W. NAILS 16"O.C. PLATE FASTENED TO m Z °''a ;, 2x4 TREATED BASEBOARD ma CONCRETE FLOOR W/ O • W/PRECOMPRESSED ULTRA-SEAL 1/4"x2 3/4"TAPCONS @ w • 2x6 TREATED BLOCK CENTERED IN BAY 24' O.C. .®1 01 FINISH GRADE .. A, .• .. , .• .,p VARIES .::;• :t, ;;;..�:.�;,:r•,. :�.•.:,:;..;,,;::.,.;�:. -;,;..�..•. u �— O :I. O o d� e • O a • r G,. y O W 2 CROSS SECTION A W SCALE: 1/2"= V-0" o- r 8 U-3 1 _J _J >- LOWER CHORD OF EXISTING Z END RAFTER ASSEMBLY TOP CHORD OF EXISTING END RAFTER ASSEMBLY y� -'- -- - ------Ti :1------------------I: i 7/16"OSB �•i' 2x4 NAILERS ,I-- ---- ------ ------1, ,1—___--_ —_—_—_-----1, 2x6 VERTICAL BLOCKS (9) COLUMN BETWEEN NAILERS 'I-- --------- -------I. .1------ --------- ---1' •I -—" -- ——--——-- —i• ��—.—-- —•— -- —•—--—.—-- —�• 2x6 BLOCK BETWEEN NAILERS •) 1 •I 1NAILED TO COLUMN W/20d .1 ——_—— 1 •) 1 GUN NAILS. NAILED 4"O.C. ►—� -- . --_� I_ . --_ _--__— _I PERIMETER OF OSB SHEETS 'I .- -------•----'----• 1 •I—•----•----•- - --•----• 1 NAILED W/1-3/4" RING SHANK COIL GUN NAILS SPACED 4"O.C. • •I I' 'I I' 1-- -- -------- -- --1' 1- --- ---- - - - -------1. —•- -- - ------ —•--- - - -------- DRAWNBY.• DFRENCH EXTRA NAILERS ADDED -- - -- --- ---- --- -- ---- --------- DATE.' 5/13j2015 BETWEEN STD. NAILERS •1_ 1• .1 1. LAMINATED COLUMN (MAX.SPACE TO BE 24' OSB NAILED TO INTERMEDIATE CHECKED BY. GMC •�-- ----- - ------ ----� - - ----------- - ----�' SUPPORTS W/1-3/4''RING SHANK • _ I I COIL GUN NAILS SPACED 6"O.C. DA TE. 5/18/2015 REVISED DATE. •I I• I I -- , REVISED DATE. - .�-- ----------------I. .�----------------- - REVISED DATE.• - -- ----- -----------I. I----------------- -I. •I 1' .) I• LAMINATED COLUMN 2X4 NAILER REVISED DA TE: --- •�—— —I' .�—— —� 7/16"OSB .�-- -------- -- ------�. .I------------------�: LAMINATED COLUMN �:•y�E:, •I I •I 1• ��- Y •�-- --- ----,-- - -•- -- -�. ---- ----- --- - -----�• OSB SHEARWALL DETAIL C •���ti A. --- - - - ----- SCALE: 1/2"= V-0" r 'Q 5/4x6 NAILER s (IF PROTECTIVE LINER IS INCLUDED) ' —� , . • --- -- ---------- -I• I—� . -- --- - ----- -- —I i-- ----------------I. I------- - ------ ---- 2x8 TREATED BASEBOARD 7/16" OSB SHEARWALL ELEVATION SCALE: 1/2"= V-0" SCALE.AS NOTED SHEET NO. S3 of S6 OFFICE. ' 7/16"O.S.B.SHEATHING CUTCHOGUE, NY FLUOROFLEXTm 1000 HI-RIB STEEL 2x4 LEDGER FASTENED TO CONCRETE BLOCKS JOB NO. 2x4 PURLINS @ 16"O.C. W/ 1/4x2 3/4"TAPCONS @ 18"O.C.STAGERED 128-047955 8"CMU WALL II II II 2x4 LEDGER BOARD 24'4090 S.C.TRUSS II II 2x6 LEDGER BOARD INTERIOR HI-RIB STEEL 2x4 BLOCKING II T#1 1 II (2) 3 1/2"x3 1/2"x 1/4"STEEL ANGLES II II NO.9 GA.JOINT REINFORCING o II EVERY OTHER COURSE 2x6 BLOCK U c - II #4 VERTICAL REBARS @ 48"O.C. MAX Q_ N TO EXTEND 18"MIN. INTO WALL o. �-_ od ' � m II Oz w �J Z II o II � II II #4 VERTICAL REBARS @ 48"O.C. MAX Z II TO EXTEND 18"MIN. INTO FOOTING I 0/ II NOTES: LLJ LjLj II BLOCK CLASSIFICATION: C-3 Z I) MORTAR: 8"CMU WALL 1...�/ II 1. TYPE S OR O MORTAR. Ar 2-#4 REBARS CONTINUOUS 9 n 2. FULL BED OF MORTAR 3/8"NOMINAL THICKNESS. W 3 GROUT: m z 8" z ..o 1. MAXIMUM AGGREGATE SIZE 1/2". 2x6 BLOCKS TAPCON TO BLOCK WALL O w �• 16" 2. WATER CONTENT SHALL BE THE MINIMUM NECESSARY. WITH 1/4"x2 3/4"TAPCONS SPACED 36"O.C. Q O THE WATER-CEMENTIOUS MATERIAL RATIO SHALL NOT 2x4 STRIPPING O_ EXCEED 0.45 BY WEIGHT. >< >< W �- _- 3. 2000 PSI MINIMUM COMPRESSIVE STRENGTH. D SECTION 4. ALL CORES CONTAINING REBARS ARE TO BE GROUTED. 2x6 NAILERS U � 3 5. MAXIMUM LIFT 48". f— REINFORCING: v -� FLUOROFLEXTm 1000 HI-RIB STEEL L—u z FLUOROFLEX'rm 1000 HI-RIB STEEL VERTICAL 2x4 BLOCKS (BETWEEN NAILERS ~� 2x4 PURLINS @ 16'0.C. 12 1. #4 DEFORMED REBAR (Fy=60 KSI) 48"O.C. MAXIMUM. OR STRIPPING) (2100 MSR SPF) 4 2I MINIMUM DEVELOPMENT OFREBAR INTO INSULATION STOP/ OSNLESS THA B U 3. SPLICES SHALL BE LAPPED THE LARGER OF 24"OR 40 n/ o AIR DEFLECTOR BAR DIAMETERS. �• X . HORIZONTALS O 77 m 1. JOINT REINFORCING SHALL BE NO.9 GAGE. O 2. THE MAXIMUM WALL SURFACE AREA PER CROSS WIRE 1'1 0 IS 2.67 SQ. FT. fir/ 3. JOINT REINFORCING SHALL BE INSTALLED EVERY OTHER �� Z COURSE. 1 1 1 = Q � w d 2x6 OVERHANG NAILER 48"MAX.SPACING L:.L1 g VERTICAL REIN. _J - Z 16" DEEP UNFACED FIBERGLASS INSULATION UTILIZED AS FIRE (I II II BLOCK II II II II II FLUOROFLEXTM 1000 HI-RIB STEEL �I I) II II g II 2x6 VERTICAL BLOCK TAPCONED TO II II II II I)II BLOCK WALL WITH 1/4"x23/4" II II (III II II `r TAPCONS SPACED 36"O.C. NO. 9 GA.JOINT REINFORCING N 13'-0" EVERY OTHER COURSE �I II II TOP 1OF6WALL TOP OF WALL �I II (III II II TO HEEL TO HEEL �I II II �I II II �i II II #4 VERTICAL REBARS FLUOROFLEXTM it ff @ 48"O.C. 1000 HI-RIB II II II STEEL WAINSCOT �I II II �I II I DRAWN BY. D FRENCH �I II II DA TE.* 5/13/2015 �I II II CHECKED BY.* GMC � II II II II II I) DA TE.' 5/18/2015 T#167 BASE REVISED DA TE.' ---- TRIM W/ 2x6 DOUBLE NOT NAILER (I II II T#198 7/16"OSB PROTECTIVE LINER REVISEDDATE.' ---- 2x8 TREATED SPLASHBOARD II I) II REVISED DATE. ---- W/PRECOMPRESSED ULTRA-SEAL . .•. .: <• , • ;• a • I I I I REVISED ---- p 9. , 'a ' w i d • .. d' II II DATE. 'n �, • :r�. •\:.;�.t•! •h..•.•w �: •fir..- s•• •.i .:n....:.. :r,...:,..;•r. �.,� II x FINISH GRADE :^...":.".:".:.'° ?... �•..:. • •.w:• .;,:r= - . . .. VARIES 2x6 TREATED BLOCK 6"CONCRETE FLOOR 6"CONCRETE RAMP FLOOR ' . II II II ��'*• •O L. ,S6 4"MINIMUM COMPACTED GRANULAR BASE '• II II (I O• OR IN SITU GRANULAR SOIL �I II IIS •d e 8" _ ____________�_ 3 J �aA�, SSS ELEVATION 8NI6"FOOTING W/ 16 244 REBARS CONTINUOUS CROSS SECTION B BLOCK FIREWALL DETAILS SCALE: 1/2"= 1'-0" SCALE.-AS NOTED SCALE: 3/4"= V-0" 3 HOUR FIRE RESISTIVE WALL PER U.L. #U907 SHEET NO. S4 OF S 6 OFFICE.• CUTCHOGUE, NY JOB NO. 128-047955 EXISTING STEEL EXISTING STEEL oo lo T#191 8=T#129 TRIMS ol 2x4 LEDGER FASTENED TO BLOCK WALL 2x4 LEDGER FASTENED TO TOP CHORD lo T#191 &T#129 TRIMS W/ 1/4"x2 3/4"TAPCONS @ 18"O.C. W/ IOd R.S.GUN NAILS @ 3"O.C. ol lo ol 2x4 LEDGER FASTENED 2x4 PURLINS @ 16"O.C. M TO TOP CHORD W/ FLUOROFLEXT 1000 HI-RIB STEEL (N0.2 SPF) 10d R.S. GUN NAILS @ 3"O.C. 7/16"O.S.B.SHEATHING 2x10 NAILER lo 2x10 NAILER 24"4090 S.C.TRUSS ' 24'4090 S.C.TRUSS FASTENED TO EXISTING 24 4090 S.C.TRUSS FASTENED TO EXISTING COLUMNS AND TO NEW COLUMNS AND TO NEW 3-2x6 STUDS W/ (8) 20d 3-2x6 STUDS W/ (8) 20d R.S. NAILS R.S. NAILS loA o,/, lo EXISTING ENDWALL 9" (R-38) BLANKET INSULATION ♦ EXISTING ENDWALL COLUMNS CUT OFF Ilor COLUMNS CUT OFF AT 4 MIL VAPOR RETARDER AT BOTTOM OF LVL HEADERS AFTER o BOTTOM OF LVL HEADERS HEADERS INSTALLED U ol PROPOSED INTERIOR HI-RIB STEEL AFTER HEADERS INSTALLED 3 HOUR N FIRE NOTE: ASTM E 1 19 UL 263 BLOCK NON NON LOAD BEARING CEILING 2x6 BLOCKS a_ c4i 3 HOUR RATEDWALL ABOVE RESTROOMS w COIL-UP DOOR* (UL #0907) HEADER NAILING SCHEDULE � � m lo HEADER VERTICAL STUB JAMB O MEMBER STUDS COLUMN COLUMN 10 2x6 BLOCKS (2) 1 1/2x 16 �/ Lu Z LAMINATED EA.LVL 8 10 12 VENEER LUMBER CD Oz oo HEADERS AT NEW °- OPENING HEIGHT 11 00N(2) 1 1/2x 16 / 1. NUMBERS ABOVE ARE 20d R.S. NAILS z 10 LAMINATED 3-2x6 VERTICAL / REQIUIRED PER CONNECTION. Q/ VENEER LUMBER 10STUDS (BEYOND) 2. PRE-(DRILL HEADERS AS REQUIRED TO Lu 1 10 HEADERS AT NEW PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR Lu 1 10 OPENING HEIGHT GUARDRAILS 00 HEADER TO JAMB COLUMN CONNECTION Z 3-2x6 VERTICAL 10 IS EXCESSIVE TO CAUSE SPLITTING,THE 10 EXCESS NAILS MAY BE INSTALLED IN 10 10 STUDS (BEYOND) 8,_0„ HEADER SUPPORT BLOCKING. 00 ol GUARDRAILS ® W F co } 8'-0 1/8 ol EXISTING Z a a� MIMIM 8-0 EXISTING10 ® 60'x16'x83' OLa ar o 60'x16'x100' ON BUILDING Q p x.57,-„�O MORTON 00U � BUILDING _. L1J ( LUUSO oA ' • . t l ',. 4•• Z 6"CONCRETE RAMP FLOOR • 7'-6" 7-6" 7-6" 7-6" Q X HEADER NAILING SCHEDULE 2'-8" 2x6x18"UPRIGHTS EACH SIDE z p OF EXISTING END COLUMN HEADER VERTICAL STUB JAMB � "' "' ` ' •' C MEMBER STUDS COLUMN COLUMN EXTENSION FASTENED WITH �-/ d EA.LVL 8 10 12 ' 2-7/8' R.S. GUN NAILS AT 6,O.C. �/�L. Z Lu Z "6- NOTES: 1 I 1 I I••;i 24'4090 S.C.TRUSS LjLj � g 1. NUMBERS ABOVE ARE 20d R.S.NAILS FASTENED TO EXISTING REQUIRED PER CONNECTION. COLUMNS AND TO NEW .J 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3-2x6 STUDS W/ (8) 20d 3. IF NUMBER OF NAILS REQUIRED FOR I::;i R.S. NAILS Z HEADER JAMB SPS CONNECTION I1I• '.S EXCESSIVE O CAUSE TI CONNECTION CROSS SECTION C •I EXCESS NAILS MAY BE INSTALLED IN SCALE: 1/7'= V-0" HEADER SUPPORT BLOCKING. (8) 20d R.S. NAILS • I. .I I I I I I i I I 1. EXISTING ENDWALL COLUMN TO BE CUT OFF AT OPENING HEIGHT (8) 20d R.S. NAILS (10) 20d R.S. NAILS (EACH) I• •I I• I I I I .I ••I I•I 1•I I'• I •'I I•I I•I I' (12) 20d R.S. NAILS (EACH) I , I I,I•I,I I 2x12 HEADER) •,I I I I I I, ,I I, ,I I I 1 I I,, R.S. NAILS INO. 1 SYP I Ii.11 1 I I I ILII 1 ( ) ..1 rl rl i•••1 .•.1 I•I rl I••• (EACH) ••I LI Li i'.•I I•.•I Li LI I• • I I I'I I I I I I I I'i l I ... I I I,I I I I I I i I,I I 1 ( ) • •..I I.1 I I.•.I 1.•.1 I•I 1 I..• NEW 3 2x6 DRAWNBY. D FRENCH VERTICAL v/ STUDS DATE• 5/13/2015 (8)20dl R.S. (2) 1 1/2x16 LAMINATED VENEER (8� �Od R.S. CHECKED BY. GMC NAILS (,EACH) LUMBER HEADER (2800fb) NA10 (EACH) 13'-6" DA TE: 5/18/2015 REVISED DATE. -- REVISED DATE,• ---- EXISTING EXISTING ENDWALL COLUMN EXISTING gNQWALL COLUMN ENDWALL REVISED DATE: --- COLUMN REVISED DATE: ---- NEW (3) 2x6 ti O VERTICAL Z* .0 Z• STUDS NEVA( (3) 2x6 < •VERTICAL ST)J 7S 1 Com, os TOP OF FLOOR SOUTHWEST CONNECTION FRAMING ELEVATION SCALE:AS NOTED 13'-3 3/4" SHEET NO. (CUT THROUGH PROPOSED CORRIDOR) S5 OF S 6 OFFICE: CUTCHOGUE, NY JOB NO. EXISTING STEEL EXISTING STEEL 128-047955 / 1/00 T#191 &T#129 TRIMS lo 2x4 LEDGER FASTENED TO TOP CHORD A Lz— T#191 &T#129 TRIMS W/ 1 Od R.S.GUN NAILS @ 3"O.C. lo oo lo 2x4 LEDGER FASTENED 2x4 PURLINS @ 16"O.C. TM FLUOROFLEX 1000 HI-RIB STEEL ol TO TOP CHORD W/ (N0.2 SPF) I Od R.S. GUN NAILS 7/16"O.S.B.SHEATHING ol @ 3'O.C. lo 2x10 NAILER /2x10 NAILER 00 / 24'4090 S.C.TRUSS 24'4090 S.C.TRUSS 00 FASTENED TO EXISTING 24'4090 S.C.TRUSS FASTENED TO EXISTING COLUMNS AND TO NEW COLUMNS AND TO NEW 00 3-2x6 STUDS W/ (8) 20d3-2x6 STUDS W/ (8) 20d 01 R.S. NAILS R.S. NAILS 00 00 HEADER NAILING SCHEDULE PROPOSED 9" (R-38) BLANKET INSULATION01 ♦ HEADER VERTICAL JAMB 1\ 10 3 HOUR 4 MIL VAPOR RETARDER MEMBER STUDS COLUMN FIRE RATED INTERIOR HI-RIB STEEL 2x12 HEADER .2x12 8 8 ! 1• o 00 BLOCK (NO. 1 SYP) 00U 2x12 HEADER WALL (UL NOTE: 00 (NO. 1 SYP) #U907) NON LOAD BEARING CEILING �— oma'. ABOVE RESTROOMS 00c� 3/4"T&G PLYWOOD DECKING NOTES: 6" (R-19) BATT INSULATION 1. INUMBERS ABOVE ARE 20d R.S.NAILS w 3-2X6 VERTICAL lo (REQUIRED PER CONNECTION. 2. O j ii-RE-DRILL HEADERS AS REQUIRED TO STUDS (BEYOND) IPREVENT SPLITTING. Z 2x8 CEILING JOISTS @ 16"O.C. (NO. 1 SYP) 3. IIF NUMBER OF NAILS REQUIRED FOR LL z 00 MOISTURE RESISTANT IHEADER TO JAMB COLUMN CONNECTION � ^ p 5/8"GYPSUM WALLBOARD 2-2x6 TOP PLATE IIS EXCESSIVE TO CAUSE SPLITTING,THE v = (EXCESS NAILS MAY BE INSTALLED IN o- 3-2x6 VERTICAL 00 IHEADER SUPPORT BLOCKING. C STUDS (BEYOND) z MOISTURE RESISTANT 00 lo 5/8"GYPSUM WALLBOARD oo 1 1 1 lo 8'-8 1/8" 6-9,. U-1 1 A 10 oo 10Z 2x6 STUDS @ 24"O.C. 10 lo 00 W m >- 6" BATT INSULATION 10 EXISTING O z EXISTING 60'xI6'x83' �/ • f Q 60'x16'x100' 00 2x6 TREATED BOTTOM MORTON O a p MORTON PLATE FASTENED TO BUILDING = z BUILDING CONCRETE FLOOR W/ -r• - -- - Wul 1/4x2 3/4"TAPCONS @U, 24"O.C. 00 F—Lj1 .. '�'•M'':IJ :p••h'f'V: .:P, '.� 'gip• •1' .0. ::��•',Y. ,:;' r,1''wi'. •4• ••`l, T-6 " 7-6"iia A., „:•. r "; 1° ,.•_ t' " 1 - 2'-0" e F. . : : 4- 6"CONCRETE FLOOR = oO e. 4 MINIMUM COMPACTED GRANULAR BASE C , . :':�•' %d OR IN SITU GRANULAR SOIL 6"CONCRETE FLOOR l X 4"MINIMUM COMPACTED GRANULAR BASE 2'-8". OR IN SITU GRANULAR SOIL '' O z O HEADER NAILING SCHEDULE 811Z . �. •� W x HEADER VERTICAL JAMB '• •� MEMBER STUDS COLUMN i:'•i � 24'4090 S.C.TRUSS Q � 2x12 • 8 8 16" FASTENED TO EXISTING Li COLUMNS AND TO NEW Q h 3-2x6 STUDS W/ (8) 20d L11 g R.S. NAILS r 00 NOTES: 00 1. NUMBERS ABOVE ARE 20d R.S.NAILS I•••I REQUIRED PER CONNECTION. I •• —J 2. PRE-DRILL HEADERS AS REQUIRED TO CONNECTION CROSS SECTION D (8) 20d R.S. Z PREVENT SPLITTING. SCALE: 1/2"= V-0" NAILS 3. IF NUMBER OF NAILS REQUIRED FOR , � HEADER TO JAMB COLUMN CONNECTION •� IS EXCESSIVE TO CAUSE SPLITTING,THE 1 � EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. EXISTING ENDWALL COLUMN .•.� i. .i i.., TO BE CUT OFF AT OPENING HEIGHT (10) 20d R.S. NAILS (EACH) 2x12 HEADER �� �•� (NO. 1 SYP) (8) 20d R.S. NAILS ..i i.i i.� r.•i r.•i i.i i.i i... • i iris i i i i iris i . ...i ilii r •i r 'i iii i... (12) 20d ...i i'i i1 i,'•i i,',i i1 i'i i... R.S. NAILS ..i ri i i.•,i i.•.i ri i i. . (EACH) (8) 2Qd R.S. (2) 1 1/2x16 LAMINATED VENEER (8) 20d R.S. (12) 20d NAIL( (EACH) LUMBER HEADER (2800fb) NAILS (EACH) R.S. NAILS (EACH) O 12'-0" DRAWNBY. D FRENCH DA TE: 5/13/2015 CHECKED BY.• GMC DA TE. 5/18/2015 REVISED DATE' ---- 8'-0" REVISED DATE: --- NEW (3) 2x6 NEW (3) 2x6 REVISED DA TE: --- NEW (3) 2x6 VERTICAL VERTICAL VERTICAL STUDI STUDS REVISED DA 7E- - STUDS G wk f r NORTHEAST CONNECTION FRAMING ELEVATION - (CUT THROUGH PROPOSED CORRIDOR) 13'-3 3/4" SCALE,•AS NOTED SHEET NO. S60F S6