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HomeMy WebLinkAbout38967-Z F01,t Town of Southold Annex 10/1/2014 � P.O.Box 1179 Ct 54375 Main Road 4lW) Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37183 Date: 10/1/2014 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1040 The Crescent, East Marion, SCTM#: 473889 Sec/Block/Lot: 30.-2-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/4/2014 pursuant to which Building Permit No. 38967 dated 6/16/2014 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: GARAGE DOOR ALTERATION TO AN EXISTING ACCESSORY TWO-CAR GARAGE AS APPLIED FOR The certificate is issued to Flinn,Christopher&DelBoca,Daniela (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38967 09-25-2014 PLUMBERS CERTIFICATION DATED P, u o ' d Sig ture � TOWN OF SOUTHOLD �1FFol,C BUILDING DEPARTMENT TOWN CLERK'S OFFICE (,D'�"61 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#: 38967 Date: 6/16/2014 Permission is hereby granted to: Flinn, Christopher& DelBoca, Daniela 100 Bleeker St Apt 5-0 New York, NY 10012 To: Alteration to an existing accessory building as applied for. At premises located at: 1040 The Crescent, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-26 Pursuant to application dated 6/4/2014 and approved by the Building Inspector. To expire on 12/16/2015. Fees: ACCESSORY $260.00 CO -ACCESSORY BUILDING $50.00 $310.00 Building Ins ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: ✓ Old or Pre-existing Building: 7 4, (check one) Location of Property: C)(4o I ' le cff r House No. Street Hamlet Owner or Owners of Property: h n Suffolk County Tax Map No 1000, Section 7 Block S Lot -7'S— Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5A D Applicant Si ture pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CIO P.O.Box 1179 ro-ge r.riche rt(-town.southoId.ny.us Southold,NY 11971-0959 Q Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Chris Flinn Address: 1040 The Cresent City: East Marion St: NY Zip: 11939 Building Permit#: 38967 Section: 30 Block: 2 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect F1 Switches 2 Twist Lock Exit Fixtures f] TVSS Other Equipment: Notes: Inspector Signature: Date: Sept 25 2014 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: DATE d 7 �� INSPECTOR 'r o��pF SO(/j�oG 3Jy U TOWN OOLD BUIL I DEPT. Tib 65-1802 IN ;; ON [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION r [ ] FRAMING [STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ho�y�OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 1 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ )] CAULKING REMARKS: DATE INSPECTOR FIELD INSMS30N REI'nRT DATZ COIV�TS 0177 Al FOUNDATION(IST) FOUNDATION(2ND) ROUGH FRAAMrt& 4 PLUMING INSULATION PEA N.Y. STATE ENERGY CEDE F- FINALAMMON , ........ i r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 1 Check Septic Form N.Y.S.D.E.C. CI� Trustees Flood Permit Examined ,20 Storm-Water Assessment Form JUN —4 ct: Approved '20 Mail to: Disapproved a/c TOW F SOUTH D Phone: Expiration ,20 Building Ins APPLICATION FOR BUILDING PERMIT Date 0(p—0 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shat l 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. 24A D a_ (Signat60 applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,< rchitect, engineer, general contractor, electrician, plumber or builder ftcAlr Name of owner of premises (As on the tax roll or latest deed) If pli asi rporation, signature of duly authorized officer (N and title of corporate officer) Builders License No. Plumbers License No. A i Electricians License No. T t MF— Other Trade's License No. 1. Location of land on which proposed work will be done: 104© TNF EN'i MWot-A House Number Street � © Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -RFS;0F_y-r(A L b. Intended use and occupancy ,krl St bSJ.rt A 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work 4. Estimated Cost 4 $5oc7 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units hl/1 Number of dwelling units on each floor N A, If garage, number of cars Z- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N A 7. Dimensions of existing structures, if any: Front ZG`-$` Rear 2�0�-3 Depth Height r�`3`/y" Number of Stories Dimensions of same structure with alterations or aP itions: Front ���8� Rear Depth 110-13% Height 1`1' 3 -f" Number of Stories 1 8. Dimensions of entire pewp onstruction: Front ?,0-12 Rear Z di S~ Depth Z-0`'g 3 IL Height -3%f" Number of Stories 9. Size of lot: Front IS 4 2- Rear 15.o7- Depth ?'190 2 10. Date of Purchase Name of Former Owner J 11. Zone or use district in which premises are situated c a -ho-b iawj / EA-s-. KA4. 44 t;s 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO toVo T4rrt� C-eXSrz„n- 14. Names of Owner of premises Fli jJ Address f4A-ZIT MAIL,6 J Phone No. Name of Architect A A Y- kbsoL, t-�-r— Address Po.G-a. 167S 5W-i"DPhone No (931-y33-90S'-( Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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: COUNTY OF ) --IeZ-T p- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the 6�a,.,; Notary Public,State of New York (Contractor,Agent,Corporate Officer,etc.) Quaffed in Suffolk County `` Commission Expires April 14,2-0\,o 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. Sw rn to before me this Mc,_day of 71 J- -� 20 Ofs Notary Public Signat&Wf Applicant Scott A. Russell 0'°51111Qk STOIRIMIWAT]EIR, SUPERVISOR a MA\N A\GIEMUEN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 . Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or.stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal f erosion hazard area. ❑® E. Site preparation within the One-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑( F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - ---------------:---------------- -- ------ APPLICANT: (Property Owner,Design Professionaontractor,Other) S.C.T.M. 1000 Date District NAME: E(` b, Klzz N` O? 50 117S 06-03-1 DSection Block Lot FOR BUILDING DEPART: NT USE ONLY**** Contact Inrorrtwtiott &31- y 33 —?04 c'_n Reviewed By: - - - - - - - - - - - - - - - - - - Date `� 6 4 — — Property Address/Location of Construction Work: d��;A; pfproed�or _ ( � � C�� 0 processing Building Permit. Stormwater Management Control Plan Not Required. �f �T VYI � ❑ — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 i 4���F SQ�T'yol � o Town Hall Annex Jf Telephone(631)765-1802 54375 Main Road ��99 UU22 j P.O.Box 1179 G Q roger.richerttow%soutn0ld ny us Southold,NY 11971-0959 � �O i. BUILDING DOIARTMEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: a , Company Name: Name: License No.: 7CP_61, Address: b Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: •✓ *Address: 10510r4- A4C .S F J-11 1176V r0,✓ *Cross Street: ,��C_g � 7 • *Phone No.: Permit No.: 3�967 Tax Map District: 1000 Section: _ Block: _ Lot: *BRIEF DESCRIPTION OF WORK/ Please Print F�n'I v f?�Z ( Clearly) /Vo V W j S uJ 1-�- £s 1 _Z-1 C,4 T (Please Circle All That Apply) Is job ready for inspection: YEW/ NO. Rough In Final *Do•you need a Temp Certificate: YE NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspection Form I �rvw=rz�- f SOUTO� Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �ly'r4UNTY,� August 21, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Christopher Flinn 100 Bleeker St, Apt 5-0 New York, NY 10012 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ZElectrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38967 — Alteration to Accessory Building f 395.00 : Iib 46, < m THE T 2 o I N-66 m � • O � O_ 20 8 ' 26 ZSI1 Q 4- 7.1 C�l73 o 3 o b i'D` �C GpR 3 ,Fsl \ �� Z ° ' 0 �`� d OF IV, 7SSP p,(tD W AO9 0.6 9 ° ,.9 2, \ ft- NOTE: N of s= MONUMENT. SUBDIVISION MAP FILED 1N THE OFFICE 3 OUN HE aERE 1975 AS F/LEFNO. cou TY ON 3 Are° i Z I ' C� 4cyffC 44ND sU yDa CC N a THERE ARE NO DWELLINGS W/TH/N /00'OF THIS PROPERTY OTHER THAN THOSE SHOWN '� r HEREON. 7\ 4, HEREONTHE LOCATION OF WELLS AND CESSPOOLS SHOWN E FROM FIELD 2 , OBSERVATIONS ANO/OR FROM DATA OB A N D FROM OTHERSN 4�'' S9 5.6 9° 0 t YOUNG & YOUNG '-- — 'F REVISIONS THE WATERSUPPLY &SEWAGE DIS_WVL SYS TEMSFOR THIS RESIDENCE WILL 400 OSTRANDER AVENUE, RIVERHEAD, NEW YORK CONFORM TOCWF NTY DEPARTMENT, OF HEALTH SERVICES r ALDEN W. YOUNG HOWARD W. YOUNG APPLICANT J J — — — — — PROFESSIONAL ENGINEER AND LAND SURVEYOR ►�/V�. . � j sad.. ��Xo LAND SURVEYOR. N.Y.S. LIC. NO, 12845 N.Y.9- LIC. NO.4589$ --- — ----___-- _ SURVEY FOR: JR AUDIT,)N A ,.,0-7. C< «CTIC,r KLEIN , & EVERSOLL , INC SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES "—Efl D, 1-1', :3,;�4I-z MAP N, ARIV, A'` ' _ e, -L,,VA'"^'• LOT NO. 25, 1/PEBBLE BEACH FARMS JIE LAN:` SUR\;''.P S \%EL• FOR APPROVAL OF CONSTRUCTION ONLY :Mec3 -- 3FA, S'4— ,'T y_ +S.DEREi; SE A VAL:D P.u� =DPI AT EAST MAR/ON GUARANTEED TO: IyATE HS REF. NO. �'SD'/� 1'v.v -�� v a5' , =e WnuN`Ti E TONIN OF SOUTHOL D APPROVED t - �.EnIO , 'Y-`TR°'rE :s ;;,T_ T4 ' SUFFOLK CO., N.Y. -.c ND}hti IVST ',T C•N ..:`:AY'F.ES „ N=' TRAISFER:.`_',c` -r`�':.-..•v'h4_ SCALE 40� C)ATE• NO. �>> T •4S s-��f�. :'wkFp3, NOV.30,/977 77- 8 5 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND - ---- General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. -- - C 0 N T R A C T 0 R N 0 T E S Wood: 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better, 2. FIRE SAFETY: D a A a K ASSOCIATES LLC residential 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A �l J & commercial design ASSOCIATES, o engineering o consulting v B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION Stree 071 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT' TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS, SUCH Westhampton ptont phone: 631)1631 767 354 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All {trusses shall be "shaped" as shown on architectural cross sections. Westhampton Beach,New York 11918 fax: (631)466 3354 MATERIALS ARE TO BE KEPT AWAY FROM HEAT FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. . E-Mail: CArm8888@aol,com E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. D_e_e_r_koski,Arm_ &_Kehl Associates,LLC oformerly East End Design Associates,LLC 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. DOCUMENTS: AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood ssheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings anndd specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b, Plywvood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented SGAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, HALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7, All sills shall be pressure preservative treated (,4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8, Design valuies: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR a, Frorming Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR REMOVAL TASKS, THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY IE = 1 ,600,000 PSI C. HEAVY DROP CLOTHS. OR DURING THE EXECUTION OF THE WORK. IFv = 95 PSI 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: IFb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design valuies: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Larminated Veneer Lumber (LVL): IE = 900,000 PSI 4. NOISE AFTER HOURS: 1, THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. IFv = 90 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN IFb = 2600 PSI ,q, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI, ARIM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. BUILDING, THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. PERLY CAPPED OR PLUGGED, INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 10. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PRO INCONVENIENCES TO THE OTHER NEIGHHBORS. FI 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE RST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL FI THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 12. THE CONTRACTOR IN COORDINATING THE WORK CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THIEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE RESOLUTION. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTIONJ NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDIICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCIE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD JOB DESCRIPTION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE ROOF DRAINAGE CALCULATIONS: LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C DESIGN CRITERIA 1) ENCLOSE EXISTING GARAGE DOORS OPENINGS (NORTH SIDE), ROOF AREA - 252 s ft MATCHING ALL SIDING AND PROVIDING A FOUNDATION AS PER NYS. CODE, - q/ o PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) 2) PROVIDE NEW GARAGE DOOR OPENINGS ON GABLE END (EAST END) U - A x R x c USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD OF GARAGE WITH NEW APRON AND SIDING TO MATCH E1CISTING. A = 518 sq/ft USE OCCUPANCY EXTERIOR BALCONIES 60 10 3) PROVIDE NEW SIDEWALK ON NORTH SIDE OF THE GARAGE IN PLACE R = 2' RAINFALL = .17 ft OF ASHALT SIDEWALKS C = COEFF. = 1.0 RESIDENTIAL R-3 DECKS (f) 40 10 4) EXISTING DRIVEWAY TO BE REMOVED AND REPLACED WITH LAWN AND V = 518 x 1 x .166667 = 86.3 c.f. TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 GARDENS. 86.3 CU. FT / 22.34 CU.FT./ VERTICAL FT. - 3.86 V.F. TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 5) PROVIDE A NEW DRIVE WAY RCA BASE USE (1) 6' DIA. POOLS 4'-0" DEEP = 89.36 CU. FT. V B ATTICS WITH STORAGE (b,e) 20 10 PROJECT: THE EXISTING ROOF AREA OF THE GARAGE IS 518 SQ/FT HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 HEIGHT FIRE AREA SLEEPING ROOMS 30 10 THE WORK TO BE PERFORMED IS NOT INCREASING THE FLINN EXISTING ROOF AREA OF THE STIRUCTURE. THE ONLY HEIGHT, BUILDING. STAIRS10 40 (a) WORK BEING DONE IS THE RELOCATION OF THE GARAGE THE VERTICAL DISTANCE RESIDENCE FROM GRADE PLANE C DOORS FROM THE NORTH SIDE OF THE GARAGE TO THE UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 EAST SIDE OF THE GARAGE. OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE = 14'-3j" AS PER SECTION 502 OF ROOF 30 10 THE BUILDING CODE OF THE ABOVE CONSTRUCTION IS CONSIDERED TO BE 1040 THE RE ENT NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- DE MINIMIS IN COMPARISION TO ]THE ENTIRE EAST MARION, NY, 11939 POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. STRUCTURE. TOTAL HEIGHT FROM RIDGE TO GRADE 11'-5 " b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. THE DRIVEWAY AT THIS TIME IS [LOCATED ON THE EAST LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING SIDE OF THE GARAGE AND EXISTfING DRIVEWAY THAT OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER WAS LOCATED ON THE NORTH SIIIDE OF THE STRUCTURE DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN HAS BEEN REMOVED AND SOD HAAS BEEN PLANTED. pp qq /1 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECT!ON R802.10.1. GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS THE SIZE OF THE NEW DRIVEWAY( COVERS APPROX. 2/3 LESS AREA THAN WHAT WAS OR1IGINALLY INSTALLED. TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ALL RUN-OFF IS TO REMAIN ON SITE. s ISSUED FOR: DATE; MINIMUM SPECIFIED AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) CRAWL SPACE TYPE OR LOCATION OF CONCRETE CONS I-RUCTION WEATHERING POTENTIAL BASEMENT NA SEVERE (b) FIRST FLOOR NA NEW SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER SEAL: DATE: THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE BALCONY NA LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME APRIL 14 BASEMENT SLABS AND INTERIOR SLAB ON CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. PROJECT No: ATTIC (HOUSE)(a) NA GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ATTIC (HOUSE)(b) NO SUBSTITUTIONS UNDER FEDERAL COPYRIGHT LAW. ci NFw DRAWN BY52-2012 NA NEW GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS All Framing Hardware Shown on these Plans, PLANS MAY NOT BE REPRODUCED WITHOUT �P � pEE,� �d� BDK SECOND FLOOR GARAGE NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Unless Otherwise Indicated, I Simpson Strong- WRITTEN AUTHORIZATION. OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) �� d7. CHECKED BY: BONUS ROOM NA Tie. No Substitutions are Approved or Authorized. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF a� JJD SCREENED PORCHES NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY D.A.K. ASSOCIATES, LLC. r- W UJ SUNROOM NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEET NUMBER: PORCHES, CARPORTS AND STEPS EXPOSED TO Due to the Relationships of IFramin Hardware THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE s" DECKS NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) SHEATHING NOTES: to the other Components of the Structure, any PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. COVERED BREEZEWAY NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutioins will Render Q FiO,F 72 G1 COVERED ENTRANCE NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, sand will Result in they POOL HOUSE CABANA NA FOR SI; 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, Installer / Contractor Assumiing Responsibility for Acceptance of these drawings does not authorize the right to build without UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI the Design and Performance of the Entire System. DOB NUMBER: OF (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL g Y the authorization of local governing agencies, SUCK as Suffolk County Dept. (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES construction. © D•A•K ASSOCIATES, LLc SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (4) SHEATHING TO BE NAILED TO TOP PLATE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT, SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE AMINIMUM OF MTS20 � TS20 ---- TWO 8d NAILS THIS SIDE OF TRUSS. DOUG-FIR LARCH So. PINE UPLIFT ALLOWABLE LOADS 2 LOAD TOTAL FOUR FASTENERS LATERAL WITH 8d NAILS ° t!lo MODEL GA TO UPLIFT UPLIFT (133/160) NAILS" CODE INTO TRUSS NO. REF. ___-_ o RAFTERS/ TO TO ULT. 160 F F (133& --__ STU "- PLATES STUDS (133) ( ) i z ��� SIMPSON PROVIDE (1) HGAIOKT ON SIDE OF CEILING JOIST D a A O K ASSOCIATES LLC TRUSS a TAKE-UP WASHER AND ON SIDE OF RAFTER NOTE; REFER TO SIMPSON WOOD CONSTRUCTION CONNECTORS MANUAL FOR ALL FOOT NOTES AND residential & commercial design o engineering o consulting H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 PROPER INSTALLATION PROCEDURES �— o — H6 16 8-8d 8-8d 3983 915 950 650 5, 44 - .1 506 Main Street phone: X631�767-6071 ALLOWABLE UPLIFT LOADS (133) TWO o ART -x12 Westhampton Beach,New York 11918 fax: (631 466-3354 FASTENERS ALLOWABLE UPLIFT LOADS (133) / , DIMENSIONS (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE IN NAIL o AVG LFTA LFTA REF. PLAUTES °0, a' • , L MODEL GA E-Mail: CArm8888@aol.com MAX. CLEAR ULT. t 2" 21" 3" 31" EIGHT S P 4 N0. L QTY DIA 1}' 2" 2�' 3 3} � e e Deerkoski,Arm&Kehl Associates,LLC o former) East End Design Associates,LLC WIDTHSPAN 8d NAIL INTO 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: LFTA 16 2J" 17" 38J"16-10d — 4200 °° These drawings and specifications including the DOUG-FIR LARCH / SO. PINE FASTENER ALLOWABLE UPLIFT LOADS 3 0 tDd tod x 1�" CODE LFTA LSTA21 ° ideas, design and arrangements represented ° therein, are the property of D.A.K. ASSOCIATES, MODEL L AVG REF, oo LLC. No part thereof shall be copied, disclosed ULT. N0. 10d 10d x 1}" (133 / 160) (133) (160) ° °° t0 others or used In connection with any work or project other than for which they have been MTS16 16 14-10d 14-10d x 1J" 3116 1000 840 1000 3. 41, 128 0• oo ° prepared without written consent. 0 0 ARTJ"x12 0 Simpson Strong-Tie MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ,° HGA10 ° GNW- DETAIL "E" ° LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 COUPLER NUT ° Equal number of ° DOUG-FIR-LARCH specified nails in TYPE OF DIRECTION S0. PINE CODE CONNEC- OF LOAD ALLOWABLE LOADS REF, each end C Simpson 6 OTION s o n Strong-Tie DETAIL "K" MODEL FLOOR ROOF (133/ (100) (125) 160 G 515 645 670 DETAIL "H" LTP4 5 J 515 645 670 6, 39, 97 H 515 645 670 ALLOWABLE TENSION LOADS 1,7.1(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 STU 8 — MATERIAL DIMENSIONS FASTENERS DEFLECTION DEFLECTION CODE00 x,3 AT HIGHEST SIMPSON STUD LENGTH OF BOLT REF. MACHINE AVG IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE °0° TAKE-UP WASHER MODEL ANCHOR BOLTS ULT. LOAD DESIGN 0 NO, BASE BODY 1184 SB W H B s0 CL DIA 5'8 DESIGN WHEN RAISED OFF 0 GA GA QTY DIA t 2" 2J" 3" 31' 5J' LOAD THE SILL PLATE ° HD2A 16 12 4?g" 21" 2J" 8., 2&„ J„ 1 „ 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 °°0 A R T8"X 1 2 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS MODEL AVG DF / SP CODE NO. N L STUD PLATE ULT. (133)Z (160) REF. m SP4 3," 7," 6-10d x 1}" — 2917 735 885 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °o WORK NOTES; MODELREF. NO. GA W L NAILS 100 FLOOR (133) (160) °° LSTA21 20 11" 21 16-10d 905 1205 1 1295 1 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE Simpson Strong-Tie MODELREF, NO. GA yy L NAILS 1��R (133) (160) LUS46 MSTA24 18 11" 24 18-10d 1025 1370 1640 7, 40, 90 TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE HDPA MODEL LSPACING REF. NO. END GA CUT LENGTH (TOTAL) (100) (133 / 160)Z °O' H6 (LENGTH Simpson Strong-Tie IN A ROW NOTE; ALL HANGERS TO BE USED ON THIS PROJECT OF ROLL ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2 7 4D, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS DN, DOUG-FIR LARCH 0 PIN A OWAB ADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL '71 MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES NO. GA 10d 16d H B JOISTS ULT. REF.(133)(160) tOd i6d 10d 16d 10d 16d ALL LIABILITIES ON THE CONTRACTOR. DETAIL "I" STU -g"- LUS46 18 3 4 " 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127SIMPSON 14 3�" 9{" 2 8-16d 8-16d 05 — 1650 1900 2065 1, 36, 84, 122 ART "x12 Hus210-2 6076 1755 21 TAKE-UP WASHER DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F EZ 160 HGAIOKT 14 4-SDSJ"x1k" 4-SDSJ"x3" 1523 435 435 1165 940 CNW- SP4 • COUPLER NUT 5 USE A MINIMUM OF GNW- STU — TWO Bd NAILS THIS COUPLER NUT S P 48 SIMPSON SIDE OF TRUSS, TOTAL FOUR /• m SE A MINIMUM OF TAKE-UP WASHER 8d NAILS TWO Bd NAILS THIS MTS 1 6 STU "- LSTA21 SIMPSON INTO TRUSS SIDE OF TRUSS. m MTS 16 HD2A TAKE-UP WASHER LSTA21 Strong-Tie TOTAL FOUR o 4 HUS 2 1 0—2 8d NAILS INTO TRUSS o PROJECT: TF, TWO °I o 8 AIL ° �i I 5" ANCHOR BOLTS TO FLINN PLATES .00 i EIGHT TWO o Bd NAIL Bd N AIL o i''i INTO INTO ° "All STUD Simpson Strong-Tie PLATES 000 DETAIL A H7 EIGHT ® DETAIL "D" DETAIL "G" DETAIL "J" RESIDENCE Bd NAILINTO o STUD Simpson Strong-Tie H7 Simpson Strong-Tie ROD SYSTEM LFTA 1040 THE CRESENT LFTALFTA EAST MARION, NY, 11939 o BP ° DRAWING TITLE: SIMPSON WINDLOAD l ' CHARTS & CALCULATIONS Ll LTP4 DETAIL "L" & STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DATE: 00 LTP4 I , °•°° DETAIL "C" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY ° Simpson Strong-Tie EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. Floor-to-Floor Connections SHEATHING NOTES: ALL SHEATHING TO BE hNAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION ((AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 20011 SBC HIGH WIND EDITION. APRIL 07, 2014 PROJECT NO: LTP4 DETAIL "B" (1) SHEATHING TO BE MAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM OF NEW 952-2012 � DEE '� DRAWN BY; LTP4 (3) 'SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Co xv Rx�0 1- BDK Simpson Strong-Tie (4) SHEATHING TO BE MAILED TO TOP PLATE '� .�r �� � CHECKED BY: Z Floor-to-Floor Connections NO SUBSTITUTIONS JJD pSHEET NUMBER: All framing hardwarre shown on these plans, �01- 72� unless otherwise irndicated, is Simpson Strong-Tie RaF'ESS �� No substitutions al re approved or authorized, Due to the relationships of framing hardware to the other componeents of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans JAMES J DEERKOSKI, PE null and void, and will result in the installer/contractor assuming responsiboility for the design and © D•A•K ASSOCIATES LLC performance of tllhe entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D -A-K ASSOCIATES LLc residential & commercial design o engineering o consulting Match Existing Siding EXISTING EXISTING (Verify With Owner) FOUNDATION FOUNDATION 506 Main Street phone: 16311 765-1862 15# Felt Westhampton Beach,New York 11978 fax: 16311466-3354 E-Mail: ssbn654@optonline.net 2x4 Studs @16 aa. Deerkoski,Arm&Kehl Associates,LLC oformerly East End Design Associates,LLC 2x4 Bottom Plate -------------- — ----------- - -- –– - - OWNERSHIP & USE OF DOCUMENTS: Square Washers These drawings and specifications including the 2X6 ACQ Sill Plate ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, Termite Shetld LLC. No part thereof shall be copied, disclosed to others or used in connection with any work 5 " " or project other than for which they have been DN I x 12 Anchor Bolts @24 oc. prepared without written consent. I See Detail D3 0 Garage Slab ---------------------- Ex. Grade EXISTING EXISTING compacted `` FOUNDATION FOUNDATION ` Clean Fill 8" P.C. Foundation or 8" C.M.U. Foundation Filled Solid 16"x 8" P.C. Footing LJ w/(3) #4 Rebar Min. k New I 3'-0" Below Final Grade. o Conc. Stoop I all risers to be @ 7.125" WORK NOTES: All Foundations are to ______ Rest on 16% 8" Conc. o Provide Expansion Joints Ftgs. Min. 3'-0" Below Provide a Pitch Provide a @ Every 10 Feet New Privacy a New Privacy_ Final Grade. o New Conc. Slab Fence with Fence with I All Foundations are to Gate as Verify size of Gate as Necessary Existing Slab Necessary I Match Width Rest on 16"x 8 Cana. D1 DETAIL of Entrance Ftgs. Min. 3'-0" Below Final Grade. SCALE: 1/2" = 1'-0" Pitch New Sidewalk I I - D1 Provide Hurricane Strapping -' A101 as Per NYS Code „ „ Re–Located Garage Door CD I Location of Match Existing Siding Q o I I %"x12" Anchor Bo tss (Verify With Owner) Provide Hurricane Strapping EXISTING o I I as Per NYS Code 2x4 Bottom Plate GARAGE X I I Pitcn 2x6 ACQ Sill Plate PROJECT: III I I New Sidewalk 5> %"x 12" Anchor Bolts @24"oc. CD � I I Termite Sheild CD, = o New Founda Tfo Be FLINN o " 8"C.M.U. Fi S)olid All Foundations are to IXI C-) or Rest on 16 x 8 Conc. 8" P.C. Foundation or All Conc. Is t0 4” P.C. SLAB WITH 6X6 10/10 W.W.M. cn I 8 P.C. Foundattion Ftgs. Min. 3'-0" Below 8 C.M.U. Foundation Filled Solid RESIDENCE be Removed I I on � Final Grade. From Site. Provide New 8' wide Garage Door I I 7 4" P.C. Slab W.W.M.9 I I 16"x8" Conc. Fitg. � 0 6X6 10/10 W.M Masonr Opening 1040 THE CRESENT Y P g Min. 3–0 belo IGrade #5 Rebar @12 oc. —� EAST MARION, NY, 11939 Provide New Concrete Apron P,C. Slab with 6x6 10/10 W.W.M. Min. 4" Thick JL----4' Q4" Conc. Apron with DRAWING TITLE:All u 16 X8 Conc. Post to be Wrapped in 6X6 10/10 W.W.M. All Foundations are to Cedar Siding Ftgs. Min. 3'-0" Below 4x4 ACQ Post Final Grade. o Q � FOUNDATION PLAN 4x4 Post Anchor 5/g" Anchor Bolt 16"x 8" P.C. Footing 10'-4" � 10'-4" S-0" '-�" w/(3) #4 Rebar Min. 0 0 o SET: ISSUED FOR: DATE: Grade 3'-0" Below Final Grade. 20'-S" 11'--3Y" 12" Dia Sona Tube Min. 3'-0" Below Concrete Apron to Be Poured at the Final Grade Some Time that the Floor is to Provide Hurricane Strapping be Poured with 6x6 10 10 as Per NYS Code D 2 DETAIL SEAL: DATE: / APRIL 07, 2014 WWM. to be Run Continuously SCALE: 1/2"= 1'-0" OF NE PROJECT N0: py From Floor to Apron. ��ti ��= DRAWN BY52-2012 D3 DETAIL _ Y d BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ` CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED _ JJo SCALE: 1/2" = V-0" UNDER FEDERAL COPYRIGHT LAW. �� ` c3' SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT `�D� 7 � WRITTEN AUTHORIZATION. E .. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 01 FOUNDATION P D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF SCALE: 1/4"= 1'-0" Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI, PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D-A-K ASSOCIATES, LLc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS G2030 G4036 PSW8068 G5040 G4040 ff " o0 D a A a K ASSOCIATES LLc residential & commercial design o engineering o consulting EXISTING BATH EXISTING 506 Main Street phone: 1631 765-1862 BEDROOM Westhampton Beach,New York 11978 fax: 16311 466-3354 E-Mail: ssbn654@optonline.net EXISTING Deerkoski,Arm&Kehl Associates,LLC oformerly East End Design Associates,LLC DINING ROOM -- -- OWNERSHIP & USE OF DOCUMENTS: EXISTING KITCHEN These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, EXISTING LLC. No part thereof shall be copied, disclosed DRESSING CL. CE. to others or used in connection with any work or project other than for which they have been ROOM prepared without written consent. [DN. EXISTING I II BATH CL. CL. EXISTING LIVING ROOM EXISTING MASTTR BEDROOM EXISTING BEDROOM WORK NOTES: EXISTING PSW6068 0 0 0 New Sidewalk Y7Y„ M —E�pansion — Joint REMOVE ASPHALT DRIVEWAY AND WALK—WAYS AND INSTALL Existing Ceiling Joists and (Rafters to Remain SIDEWALK AS PER PLAN 3y° 17Y„ z„ E New Sidewalk PROJECT: _ o O N N —Expansion — LINN Joint f7Y„ r - - - - - - - � r - - - - - - - - - � � ° RESIDENCE Existing CE ili Joi is a d Rafters to Remain Relocate Existing I I Relocate Existing I New Sidewalk 1040 THE CRESENT I Garage Door I I Garage Door I � EAST MARION NY 11939 I I I I PROVIDE HURRICANE I I I I STRAPPING AS PER NYSCODE PROVIDE HURRICANE ( I I I f7Y„ STRAPPING AS PER (`2 NYS. CODE ___ )2X10_Header 2X10_Header New New ALL HEADERS ARE TO BE MIN. OF DRAWING TITLE: Garage Door opening Garage Door opening ALL HEADERS ARE -10y" 3/„ (2)2x10 DOUG FIR TO BE MIN. OF � New UNLESS OTHERWISE (2)2x10 DOUG FIR NOTED. UNLESS OTHERWISE Apron FIRST FLOOR PLAN NOTED. 10'-4" 10'-4" SET: ISSUED FOR: DATE: 20'-8" SEAL: DATE: APRIL 07, 2014 CF NEW,,�� PROJECT NO: Q �, b� � ' 952-2012 CO Cl) DC7 y DRAWN BY: C * ` J, BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. G, 1 UJ CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �' J� JJD UNDER FEDERAL COPYRIGHT LAW. `nFp f'o, 7 roti ��'� SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT FIRST FLOOR PLAN WRITTEN AUTHORIZATION. g� N ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 0 2 SCALE: 1/4" = V-0" D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE New Wall (T(o Be Filled—in) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 0 D•A•K ASSOCIATES, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D -A-K ASSOCIATES LLc residential & commercial design o engineering o consulting 506 Main Street phone; (631)765-1862 Westhampton Beach,New York 11978 fax; (631)466-3354 -- -- -- - ---- --- - - - -- - -- Each Post will M e asure -- ss -- E-Mail: ssbn654@optonline.net rr 7Y2"x 7Y2" -Deerkoski,Arm&KehlAssociates,LLC o formerly East End Design Associates, LLC — - - - -- — - _-- --- — - - - ------ -- -_-- -- 2x2 CedarOWNERSHIP & USE OF DOCUMENTS - - - ----- - - ----- 2x8 Cedar @ 16"oc. These drawings and specifications including the ideas, design an arrangements represented x ear Cap therein, are the property of D.A.K. ASSOCIATES, -- - x6 Cedar Girder x A ost LL e No part thereof shall be copied disclosed osed - - - V-0. to - - -- - - - --- - -- ---" - - - --- - --- - — G tt Elb to others or used in connection with any work --_ - - -- --- - �1_ ---_--- - 1----- _- - --- --- --__-_.-__-_.----_...------- - -- - ----- --- --_---_---_ -- ---- - ----- 2x6 Cedar C ppeprepared without written consentGutter Leader v e been or - - - - -- - -- - - — 4;x4 ACQ Post Post to be Wrapped in - Post to be Wrapped in -- GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION JAL- 4_ 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND - - - -� - C 0 N T R A C T 0 R N 0 T E S General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. - -- Wood: 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: D -A-K ASSOCIATES LLC 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A residential & commercial design a engineering o consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS, SUCH Westhampton ton phone: (631 767 6071 3354 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a, All trulsses shall be "shaped" as shown on architectural cross sections. Westhampton Beach,New York 11918 fax: 18888@ 6 com FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b, Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E-Mail: CArm8888@aol.com E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC 2, BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brake trusses in accordance to truss plate institute recommendations. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN OWNERSHIP & USE OF DOCUMENTS: THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented therein, are the property SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. LLC. No part thereof shall D.A.K. ASSOCIATES, be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8, Design values:: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR ram a. Framing Lumber: DF (north) No. 2 or better REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR E 1 ,600,000 PSI OR DURING THE EXECUTION OF THE WORK. Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. PLUMBING, ELECTRICALS, ETC. 9. Design values: 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): 4. NOISE AFTER HOURS: THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI, ARM I& KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES-, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB, BUILDING. THE US)E OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED, INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IIN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTIRUCTION MEANS, METHODS TECHNIQUES SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE' NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES 'WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE PORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THA7F DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE R 12. THE CONTRACTOR IN COORDINATING THE WORK WILL E CARRY OUT THE WIORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE RESOLUTION, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT 0F ELECTRICAL PLUMBING AND HVAC EQUIPMENT WITH AGREES, TO THE (FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF .THESE REQUIREMENTS, RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSUIRE JOB DESCRIPTION ROOF DRAINAGE CALCULATIONS-- LOAD I SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 lbs/sgft 1 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C DESIGN CRITERIA 1) ENCLOSE EXISTING GARAGE DOORS OPENINGS (NORTH SIDE), ROOF AREA = 252 s ft MATCHING ALL SIDING AND PROVIDING A FOUNDATION AS PER NYS. CODE. q/ PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) 2) PROVIDE NEW GARAGE DOOR OPENINGS ON GABLE END (EAST END) V = A x R x c USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD OF GARAGE WITH NEW APRON AND SIDING TO MATCH EXISTING. A = 518 sq/ft USE OCCUPANCY EXTERIOR BALCONIES 60 10 3) PROVIDE NEW SIDEWALK ON NORTH SIDE OF THE GARAGE IN PLACE R = 2" RAINFALL = .17 ft OCCUPANCY OR OF ASHALT SIDEWALKS C = COEFF. = 1.0 RESIDENTIAL R-3 DECKS (f) 40 10 USE IS UNLAWFUL V = 518 x 1 x 4) EXISTING DRIVEWAY TO BE REMOVED AND REPLACED WITH LAWN AND .166667 = 86.3 0. TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 GARDENS, APPROVED AS NOTED WITHOUT CERTIFICATE 86.3 CU. FT / 22.34 CU.FT./ VERTICAL FT. = 3.86 V.F. DATE: L B.P.#3,b,?6,7Z-- OF OCCUPANCY TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 5) PROVIDE A NEW DRIVE WAY RCA BASE USE (1) 6' DIA. POOLS 4'-0" DEEP' = 89.36 CU. FT. FEE. .•- BY: 1 V B ATTICS WITH STORAGE (b,e) 20 10 NOTIFY BUILDING DEPARTMENT AT PROJECT: THE EXISTING ROOF AREA OF THE GARAGE IS 518 SQ/FT 765-1802 8 AM TO 4 PM FOR THE HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 FOLLOWING INSPECTIONS: FLINN HEIGHT FIRE AREA SLEEPING ROOMS 30 10 THE WORK TO BE PERFORMED IS NOT INCREASING THE 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE EXISTING ROOF AREA OF THE STRUICTURE. THE ONLY 2. ROUGH - FRAMING & PLUMBING HEIGHT, BUILDING. THE VERTICAL DISTANCE STAIRS 40 (c) 10 WORK BEING DONE IS THE RELOCATIION OF THE GARAGE 3. INSULATION � RESIDENCE FROM GRADE PLANE TO UNLIMITED AREA DOORS FROM THE NORTH SIDE OF 'THE GARAGE TO THE 4. FINAL - CONSTRUCTION MUST THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 EAST SIDE OF THE GARAGE. BE COMPLETE OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE = 14'-3j" ROOF 30 10 ALL CONSTRUCTION SHALL MEET THE SU PER SECTION 502 of REQUIREMENTS OF THE CODES OF NEW O4O THE CRESENT THE BUILDING N 5 of THE ABOVE CONSTRUCTION IS CONSIDERED TO BE YORK STATE, NOT RESPONSIBLE FOR NEW YORK STATE. DE MINIMIS IN COMPARISION TO THE ENTIRE DESIGN OR CONSTRUCTION ERRORS. EAST MARION, NY, 11939 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. STRUCTURE. TOTAL HEIGHT FROM RIDGE To GRADE 11'-5 " b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. OP,:iPLY V'',!!TH ALL CODES OF c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY THE DRIVEWAY AT THIS TIME IS LO(CATED ON THE EAST NEW YORK STATE & TOWN CODES LUMBER SPECIES AND GRADE DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING SIDE OF THE GARAGE AND EXISTING DRIVEWAY THAT OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER AS REQUIRED DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. WAS LOCATED ON THE NORTH SIDE: OF THE STRUCTURE SU1 S i9�- }pl6.�pABp GENERAL NOTES d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN HAS BEEN REMOVED AND SOD HAS BEEN PLANTED. -- ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS THE SIZE OF THE NEW DRIVEWAY COVERS APPROX. 2/3 SCMU77FIOLD W17MTEES LESS AREA THAN WHAT WAS ORIGINALLY INSTALLED. _ 3- -- TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ALL RUN-OFF IS TO REMAIN ON SIITE. sET: ISSUED OR: DATE: MINIMUM SPECIFIED AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) RETAIN STORM WATER RUNOFF CRAWL SPACE TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL PURSUANT TO CHAPTER 236 BASEMENT NA SEVERE (b) F THE TOWN CODE. FIRST FLOOR NA NEW SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER SEAL: THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE APRIL 07, 2014 BALCONY NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION AF & PA WOOD FRAME OC COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. PROJECT NO: LOFT NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ATTIC (HOUSE)(c) NO SUBSTITUTIONS NA GRADE, EXCEPT GARAGE FLOOR SLABS ATTIC HOUSE b NA UNDER FEDERAL COPYRIGHT LAW. DRAWN 8952-2012 NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS PLANS MAY NOT BE REPRODUCED WITHOUT BDK NA All FramingIGHT AND VENTILATION REQUIREMENTS. g Hardware Shown o>n these Plans NEW GARAGE , Unless Otherwise Indicated, Is Simpson Strong- WRITTEN AUTHORIZATION. CHECKED BY: SECOND FLOOR GARAGE NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL L BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Tie, No Substitutions are Approved or Authorized. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ,�P 5J [Jf SCREENED PORCHES NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY D.A.K. ASSOCIATES, LLC. ���, t JJD ��, � '•� SHEET NUMBER: suNRooM NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. Due to the Relationships of Framing Hardware THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PORCHES, CARPORTS AND STEPS EXPOSED TOPLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 3,500d DECKS NA THE WEATHER, AND GARAGE FLOOR SLABS ( ) SHEATHING NOTES: to the other Components of tlhe Structure, any COVERED BREEZEWAY NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render 2d, r G 1 COVERED ENTRANCE NA .xFa & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, anld will Result in the POOL HOUSEI CABANA NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, Installer Contractor Assuming Responsibility for UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI � 9 P Y Acceptance of these drawings does not authorize the right to build without \; .'b,��=��;� � •- (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1 ) SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOS c PE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES construction. © D•A•K ASSOCIATES, LLc SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (4) SHEATHING TO BE NAILED TO TOP PLATE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT, SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM MTS 2 0 L_ T S 2 0 TWO 8d NAILS THIS DOUG-FIR LARC / SO. PINE UPLIFT SIDE OF TRUSS. ALLOWABLE LOADS is LOAD LATERAL WITH TOTAL FOUR o / FASTENERS • o o °° MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE 8d NAILS NO. TO TO TO AVG NAILS REF. INTO TRUSS , RAFTERS/ PLATES STUDS ULT. (133) (160) F, F2 (133& STU '- - SIMPSON SPROVIDE HGAIOON TRUSS I NOTE: REFER TO SIMPSON WOOD CONSTRUCTION ? = TAKE-UP WASHER SDE OF CEILING JOIST AND ON SIDE OF RAFTER D 0A®K ASSOCIA'T'ES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES �_ residenid.commeiclal dealpn.enpineerirl�.cortsullinp H6 16 8-8d 8-8d 3983 915 950 650 5, 44 pp 1 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ'x12 �717DIYRJfIShd phone' X631)767-6071 DIMENSIONS FASTENERS / (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLTAN WOOD MEMBER CODE INTO Bd NAIL `/ W851h011ptQnBeOCh,N@WY011C �� f�[ If �I - MODEL GA ULT. LFTAkmN8 2 No. MAX. CLEAR LFTA REF. PLATES °p° •0 L &W: ( @cp�c= WIDTHSPANL QTY DIA 1 2" 2}" 3" 3}" 14" 2" 2�' 3" 31" EIGHT ° " ed NAIL a Deeiko6ld,Am8 KeN Assodates,LLC o East End Auodales,LLC INTO S P 4 e LFTA 16 2J" 17 381"16-10d — 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: oo DOUG-FIR LARCH / SO. PINE ° These drawings and specifications including the FASTENER S2 ALLOWABLE UPLIFT LOADS MODEL L AVG 10d 10d x 1•)" CODE o No. ULT. REF. LFTA ideas, design an d arrangements represented Tod Tod x 1}' 133 160 133 Iso) L_ S T A 21 therein, are the ro ert of D.A.K. ASSOCIATES, ( / ) ( ) LLC. No part thereof shall be copied, disclosed to others or used in connection with any work o MTS76 16 14-10d 14-10d x 1}" 3116 1000 840 =1000 .3, 28 or project other than for which they have been o prepared without written consent. MTS20 20 14-10d 14-1Od x 1}" 3116 1000 840 1000 3, 41, 128 ARTJ"x12 Simpson Strong-Tie o HGA10 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW-LER NUT °o o COUPDETAIL "E" Equal number of° DOUG 50..FIR-LARCH TYPE OF DIRECTION PINE CODE specified h a l l s in ALLOWABLE LOADS REF. 11 MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each end Simpson Strong-Tie 11K11 N0. TION (,00) (125) 160 CS16 ' G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL, "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'.7,1(DF/SP) (133) HOEDOWN ART$$x12 STUD DEFLECTION DEFLECTION CODE 8 STU 8 — MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. �SIMPSON NO. ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLGN o0o BASE BODY FIB SB W H 8 SO CL DIA5•8 DESIGNLOAD TAKE-UP WASHER GA GA QTY DIA , 2" 2 " 3" 3" 5�" LOAD WHEN RAISED OFF o THE SILL PLATE o 0 0 HD2A 16 12 4 2�" 2 8" 2 1> 2 9' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43• 82 0 ART 8"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG W L STUD PLATE ULT. (133)2 DF / SP (160) RODE N0. SP4 3A" 7}" 6-10d x 1j" — 2917 735 885 7, 40, 127 0 DEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MOOGA W L NAILS FLOOR (133) (160) REF. °o 100 oa WORK NOTES: LSTA21 20 1 P 21 16-10d 905 1205 1295 1 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS RODE MODEL GA Simpson Strong-Tie NO. W L NAILS 100 (133) (160) L U S 4 6 MSTA24 18 11" 24 18-10d 1 1025 1370 1640 1 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L END SPACING REF. HD2A NO. (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 o0 OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hl6mpson Strong-Tie CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1650 2W' 7, 40, 90 ARE TO BE TOP MOUNTED_ UNLESS OTHERWISE NOTED, FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS I FASTENERS DN, DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B 1HOEdADER6d JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 1 F" ULT. (133)(160)1 1O I 16d 1 10d I 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 4, 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 — g 1250 7, 40, 127 DETAIL "I" " STU - HUS210-2 14 3j91 2 8-16d 8-16d 6076 1755 1 2105 1-11650 1 2065 1, 36, 84, 122 ARTJ"x12 SIMPSON DOUG-FIR LAIRHSO, INE ALLOWABIF [DADS TAKE-UP WASHER UPLIFT LATERAL CODE MODEL FASTENERS AVG UPLIFT (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDSJ"x1}" 4-SDSJ"x3" 1523 1 435 435 1165 940 CN W- SP4 COUPLER NUT USE A MINIMUM OF TWO Bd NAILS THIS NNW- STS 8 — SIDE OF TRUSS, COUPLER NUT S P 4 SIMPSON TOTAL FOUR /• o SE A MINIMUM OF TAKE—UP WASHER 8d NAILS TWO 8d NAILS THISSTU '— L S T A 21 SIMPSON INTO TRUSS SIDE OF TRUSS, MTS16 MTS16 SIMPSON /. m TAKE-UP WASHER Strong-Tie TOTAL FOUR HD2A 8d NAILS L S T A 21 HUS210-2 INTO TRUSS PROJECT: TWO ° I ° FI , II 8" ANCHOR BOLTS 8 AIL °i FLINN TO PLATES Vo EIGHT TWO ° I I`,' Bd NAIL 8d NAIL INTO INTO PLATES DETAIL "A" STUD Simpson Strong-Tie °p° It tl H7 8d NAILS-- DETAIL "D" DETAIL "G" DETAIL J RESID E NICE INTO STUD Simpson Strong-Tie ° H7 Simipson Strong-Tie LFTA RO'D SYSTEM LFTA 1040 THE CRESENT LFTA EAST MARION, NY, 11939 BP DRAWING TITLE: l : SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 & DETAIL itL 11 LTP4 STRONG—TIE DETAILS LTP4 SET: ISSUED FOR: DATE: i DETAIL "C" Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Situps EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. FI,00r-to-FI,00r Connections SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF 8c PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 2001 SBIC HIGH WIND EDITION. APRIL 07, 2014 LTP4 DETAIL "B" PROJECT NO: (1) SHEATHING TO BE NAILED TO CCA SILL 952-2012 LTP4 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM DRAWN BY: Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES BDK Floon-to-door Connections (4) SHEATHING TO BE NAILED TO TOP PLATE � �F N�w10 CHECKED BY: NO SUBSTITUTI❑NS R�oJ�* JJD r HEET NUMBER: All framing hardware shown on these plans, rn unless otherwise indiccated, is Simpson Strong-Tie, 2� �_ �� No substitutions are approved or authorized, Fa o 0 250 Due to the relationships of gaming hardware to An'�FESSIDOB P the other components of the structure, any framing NUMBER: F hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J SOCM SKI assuming responsibility f or the design and ® D•A•i[ AS50QA18S,nc performance of the entire system, REFER TO GBERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ---------- ---------- D aA.K ASSOCIATES ur reddeMlal &cornmewciol deslpn "enpineedng"conwRFp Match Existing Siding EXISTING EXISTING (Verify With Owner) FOUNDATION FOUNDATION 506 Main Street phone: (631)165-1862 15# Felt Westhampton Beach,New Yak 11978 tac 1631)466-3354 [�Malk &"@*orim.net 2 x 4 Studs @16"o c. p Mn&Kell A=da�,l�" Er End Design Assoclolm LLC 20 Bottom Plate OWNERSHIP & USE OF DOCUMENTS: Square Washers These drawings and specifications including the 2x6 ACO Sill Plate ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, Termite Sheild LLC. No part thereof shall be copied, disclosed to others or used in connection with any work DN I 8"x 12" Anchor Bolts @24"oc. or project ep red without writtch en consent, been Match Width of Front Steps EXISTING EXISTING Garage Slab ,�---------------- Ex. Grade ( Compacted j o FOUNDATION FOUNDATION clean Fill I -J °—� 8" P.C. Foundation or 8" C.M.U. Foundation Filled Solid 16"x 8" P.C. Footing w/(3) #4 Rebar Min. 3'-0" Below Final Grade. O OI O WORK NOTES: All Foundations are to Rest on 16"x 8" Conc. Provide Expansion Joints Ftgs. Min. 3'-0" Below o 9 0 @Every 10 Feet Final Grade. All Foundations are to Match Width Rest on 16"x 8" Conc. D 1 DETAIL of Entrance Ftgs. Min, 3'—O" Below Final Grade. SCALE: 1/2"=1'-0" Pitch New Sidewalk I I o D1 Provide Hurricane Strapping A101 M as Per NYS Code • I " Re—Located Garage Door Location of Match Existing Siding o I 18"x12" Anchor B Its (Verify With Owner) I I Provide Hurricane Strapping EXISTING o o _ = I I as Per NYS Code GARAGE (DPitch'X I I 2x4 Bottom Plate New Sidewalk 2X6 AGQ Sill Plate PROJECT: .� 8"x 12" Anchor Bolts @24"oc. °O E I ITermite Sheild o New Foundatio> To Be FLINN8"C.M.U. Fille, Solid w o � or 8 P.C. Foundation or All Conc. is to 4" P.C. SLAB WITH 6X6 10/10 W.W.M. I 8 P.C. FOurn atlon 8 C.M.U. Foundation Filled Solid RESIDENCE be Removed From Site. Provide New 8' wide Garage Door I I on 4" P.C. Slab with g I I 16"x8" Cone Ftg. o 6X6 10/10 W.W.M. Masonry Opening Min. 3'-0" belt w Grade #5 Rebar @12 oc. 1040 THE CRESENT EAST MARION, NY, 11939 Provide New Concrete Apron All Foundations are to All Foundations are to Conc. Apron with Rest on 16"x 8 Conc. Rest on 16"x 8 Conc. 6X6 10/10 W.W.M. DRAWING TITLE: Ftgs. Min. 3'-0" Below r, Ftgs. Min. 3'-0" Below Final Grade. Q Final Grade. FOUNDATION PLAN 16% 8" P.C. Footing w/(3) Rebar Min. ° ° ° SET: ISSUED FOR: DATE: 3'-0" Below Final Grade. Concrete Apron to Be Poured at the Some Time that the Floor is to Provide Hurricane Strapping be Poured with 6x6 1010 as Per NYS Code D2 DETAIL SEAL: DATE: WWM. to be Run Continuously APRIL 07, 2014 From Floor to Apron. SCALE: 1/2"=1'-0" PROJECT NO: 952-2012 DRAWN BY: OF NEW BDK 10'-4" 10'-4" -3Y— -0" © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �P�� DEER fop CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �5 �a JJD 20'-8" 11'-3Y" `r UNDER FEDERAL COPYRIGHT LAW. � � * PLANS MAY NOT BE REPRODUCED WITHOUT ` w SHEET NUMBER: WRITTEN AUTHORIZATION. _ z ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Z AfY 7 Q A101 FOUNDATION P D.A.K. ASSOCIATES, LLC. cPFOo�o 072 0� �� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ES \0 SCALE: 1/4"=1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB UMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKO I PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such C D•A•K ASS01i uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS AM FAIR G2030 G4036 PSW8068 G5040 G4040 __ _E4_4 _ _ D -A e K ASSOCIATES ac raddwiftil &commercial dedgn°engineering°cormAlft EXISTING BATH 506 Main Street phone: (631)765-1862 EXISTING BEDROOM Westhampton Bead,New York 11918 fax: (631)466-3354 EXISTING E-Mail: ssbn654@optonine.net DINING ROOM oeartoft Arm&Kehl Anoctatea,LLC°11m.m my East End nadmAssodares,LLC EXISTING OWNERSHIP & USE OF DOCUMENTS: KITCHEN These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, EXISTING LLC. No part thereof shall be copied, disclosed DRESSING CL CL to others or used in connection with any work ROOM or project other than for which they have been r prepared without written consent. I EXISTING BATH CL, CL. EXISTING LIVING ROOM EXISTING MA'STER BEDROOM EXISTING BEDROOM WORK NOTES: EXISTING PSW6068 N O O New Sidewalk Ex2ansion Joint REMOVE ASPHALT DRIVEWAY AND WALK—WAYS AND INSTALL Existing Ceiling Joists and Rafters to Remain SIDEWALK AS PER PLAN 3y2" 20'-1" 3Y" New Sidewalk PROJECT: N O O ExLonsion _ V Joint FLINN - - - - - - RESIDENCE Existing C iii J oif is a d Rafters to Remain Relocate Existing I I Relocate Existing I New Sidewalk Garage Door I I Garage Door I 1040 THE CRESENT PROVIDE HURRICANE EAST MARION NY 11939 STRAPPING AS PER PROVIDE HURRICANEI I I I NYS. CODE STRAPPING AS PER NYS. CODE ___CLZXl0_Hea_der 2)2.X10_Header ALL HEADERS ARE New New M TO BE MIN. OF DRAWING TITLE: Garage Door opening Garage Door opening ALL HEADERS ARE � (2)2x10 DOUG FIR TO BE MIN. OF UNLESS OTHERWISE x10 DOUG FIR New NOTED. UNLESS FIRST FLOOR PLAN UNLESS OTHERWISE Apron NOTED. 10'-4" SET: ISSUED FOR: DATE: 20'-8" SEAL: DATE: APRIL 07, 2014 PROJECT NO: 952-2012 DRAWN BY: OF NEW y BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. C�PS DE 00 CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED s) JJD UNDER FEDERAL COPYRIGHT LAW. '� SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT ,w FIRST F PLAN WRITTEN AUTHORIZATION. r ,,or ti �? ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �o 0 5 Al 02 SCALE: 1/4"=1'-0" D.A.K. ASSOCIATES, LLC. FESS�O THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE New Wall (To Be Filled—in) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. D B NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D-A,R ASSOCIATS, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS -- - 9 D -A a K ASSOCIATES LLc residential & commercial design o engineering o consulting 506 Main Street phone: X631 765-1862 Westhampton Beach,New York 11978 fax: X631 466-3354 E-Mail: ssbn654@optonline,net Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. EAST ELEVATION_ WORK NOTES: SCALE: 1/4"= V-0" -- -- _ _ ----- — — PROJECT: FLINN RESIDENCE 1040 THE CRESENT EAST MARION, NY, 11939 L--L DRAWING TITLE: ELEVATIONS AS NOTED NORTH ELEVATION_SOUTH ELEVATIONSET: ISSUED FOR: DATE: SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" SEAL: DATE: APRIL 07, 2014 PROJECT NO: 952-2012 DRAWN BY: SOF NEtV y BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ���� °EERY 0;P� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT m s w WRITTEN AUTHORIZATION. ^"s �? ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF oA o.. ° 2 A201 D.A.K. ASSOCIATES, LLC. SI P� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 0 D•A•K ASSOCIATES, Lac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction.