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HomeMy WebLinkAbout36671-Z SoI co Town of Southold Annex 4/4/2013 �o Gym P.O.Box 1179 N 54375 Main Road o 1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36185 Date: 4/1/2013 THIS CERTIFIES that the building DECK Location of Property: 215 South St, Southold, SCTM#: 473889 Sec/Block/Lot: 70.-10-5.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/22/2011 pursuant to which Building Permit No. 36671 dated 9/7/2011 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: REAR DECK AND FRONT ENTRY ADDITION TO A SINGLE FAMILY DWELLING AS APPLIED F The certificate is issued to Berry,Walter (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36671 4/3/13 PLUMBERS CERTIFICATION DATED Autho ' ignature �o�suFFot o TOWN OF SOUTHOLD k�Gy BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE oy • 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#: 36671 Date: 9/7/2011 Permission is hereby granted to: Berry, Walter 215 South St Southold, NY 11971 To: construct a deck addition &front entry to an existing single family dwelling as applied for At premises located at: 215 South St, Southold SCTM #473889 Sec/Block/Lot# 70.-10-5.2 Pursuant to application dated 8/22/2011 and approved by the Building Inspector. To expire on 3/8/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $459.60 CO -ALTERATION TO DWELLING $50.00 Total: $509.60 Building Inspector � Q \ 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 2110 of IWlead. 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"Iand uses: 1. Accurate survey of property showing all property lines,streets;buiiding.andunusual 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: ' (check one) Location of Property: _ 01 t Sc3 t)fi' House No. Street Hamlet Owner or Owners of Property: (k.jQ Y Suffolk County Tax Map No 1000, Section C) Block Lot S_ ' Subdivision ``__ Filed Map. Lot:. Permit No. (.MCP �. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Pee Submitted: $ :J601 . ` Applicant Signature PP g Town Hall Annex p�OSgFFU(,�`o2Z Telephone(631) 765-1802 54375 Main Road c - Fax(631) 765-9502 co $ P.O. Box 1179 • Southold, NY 11971-0959 y�j�l �y0 roger.richert(cDtown.southol d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Berry Address: 215 South Street City:Southold St: NY Zip: 11971 Building Permit#: 36671 Section: 70 Block: 10 Lot: 5.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor x Basement Service Only Commerical Outdoor x 1st Floor x Pool New Renovation 2nd Floor Hot Tub Addition x Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect ri Switches 3 Twist Lock rl Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: April 3 2013 Electrical Certificate.xls ��y00UMY,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] RO H PLBG. [ ] FO ATION 2ND [ INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c� DATE �o INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ECTRICAL (FINAL) REMARKS: DATE 03 /3//3-INSPECTOR22!:"� �� SOUjyo ly000NT`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�FIULATION FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)'- [ ] ELECTRICAL (FINAL) REMARKS: ok eY'-t �• �, DATE INSPECTOR �� �o��OF SOUlyOlo cOUHiV,� TOWN OF.SOUTHOLD BUILDING DE PT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBGDF' � t [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ` ELECTRICAL (FINAL) REMARKS: // ­5 DATE INSPECTOR` FIELD INSPECTION REPORT DATE COMMENTS � FOUNDATION(1ST) ` FOUNDATION(2ND) Ail Ulf) ROUGH FRAIMING& H PLUMBING C� INSULATION PER N.Y. p H STATE ENERGY CODE ti 3 /3001, -7 -�-� e 03 Zo FINAL c7� ADDITIONAL COMMENTS 2S�v(p0 13 6+ ► G �OC fd i►.fiAl O . z • m C 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 V4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 `o Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Pen-nit Examined qh 20_LL_ Single&Separate ® V� Storm-Water Assessment Form r AUG 2 2 2011 Contact: Approved ,20 I r Mail to: Disapproved a/c BLpG.DEP1. IONA OF SOUIHOLD Phon �yj 57o 3 / Expiration 2043 /l 765 Scj y Building Inspector APPLICATION FOR BUILDING PERMIT Date , 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 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. (S'ignature of applicant or name, if a corporation) 05, Sit k 4A. 1 wl I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the ax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name arid 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: House Number Street Hamlet County Tax Map No. 1000 Section _7 (D Block f Lot Subdivision Filed Map No. Lot 4 T 2. State existing use and occupancy of premises an 9 intended use and occupancy of proposed construction: a. Existing use and occupancy sin simtL Caym G b. Intended use and occupancy Svc 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee ,(T'o-be paid on filing this application) 5. If dwelling, number of dwelling units tJA: Number of dwelling units on each floor NA If garage, number of cars fJ A - 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 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth 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 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises fiU��(L & Address a(iS' Sa,,+4 g+ Phone No. _76Y-2"ORLI Name of Architect 6AJ* ja A_U 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 " 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 ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the _ No.01 5850ulluirk e0 ttiffleu In(Contractor,Agent, Corporate Officer,etc.) COmml14usSlon Expires April idk,i D I of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to b fore me this day of +20 1 1 Notary Public Signature of Appli t t ` • y" s � r Town �n of Southold. Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM o , PROPERTY L A THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 01 ©TION: S.C.T.M.#: 1 STORM-WATER GRADING,DRAINAGE AND EROSIQN C NTROL PLAN ct Sec on B --lot=—" CERTIFIED BY A DESIGN PROFESSIO. AL IN THE STATE OF NEW YORIL SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENT Yes No a. What is the Total Area of the Project Parcels? q k/O Will this project Retain All Stom1-Water Run-off Total Area of all Parcels located within 3'k f!b Generated by a Two(2'�Inch i2ainfall on Site?the Scope of Work for Proposed Construction) / b. What Is the Total Area of Land Clearing (S.F./Acres) (Ibis-Rem will include all run-off created by siteF] 9 clearing and/or construction activities as well as all jjyLLL and/or Ground Disturbance for the proposed Site Improvements and the permanent Creation of construction activW Impervious surfaces.) (s-F./Ac es) ` PROVIDE BRIEF PROJECT DESCRIP ITON (mod. ducal I�sn a:r aaa) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size$Location?This s6,, 99 Item-shall include all Proposed Grade Changes and " I Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion / � CLI�,(N C ��'V �LV l( �'��/lSl and sediment control practices that will be used to 1/ control site erosion and storm water discharges. This ftem must be maintained throughout the Entire i Constriction Period. ! Q Wi11 this Project Require any Land Filling,Grading or Excavation.where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards _ of Material within-any Parcel? rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC swPPP Requirements: or within One Hundred(100')feet of a Wetland or. F-1 i Submission of a SWPPP is required for all Construction activities involving soa. Beach? 1 disturbances of one(1)or more acres; including disturbances of less than one acre that Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; 7 Will there be Site preparation on Existing induding l:onsbuction activities involving sot disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to 0 V ; the DEC has determined that a SPDES permit Is required for storm water discharges- One Hundred(100')of Horizontal Distance? { (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will'Driveways,Parking Areas or other Impervious ` for Storm Water Discharges from Construction activity-Permit No.G13•040401.) Surfaces be Sloped to Direct Storm-Water Run Off 1.The SWPPP shag be prepared prior to the submittal of the NOS.The NOS shall be into and/or in the direction of a Town right-of-way? — submitted to the Departmentprior to the oommencementof eonsWcUon activity. E1 2:The SWPPP shag describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm Crater management practices that will be used and/or Removal of Vegetation.and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall groa?M b Item will NOT Include the imbriaticn a tdently.potential sources of pollution which may reasonably be expected So affect the y %) El quality of storm water discharges. NOTE If Any Answer to ctuestiens.Oris through Nine Is Answered with a Check Mark 3.AN SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000•SF.31 Acre in area, component shag be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage 3 Erosion Control Plan is Required by the Toxin of ' that i knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building PerniL i (NOTE A Check Mark(,/)andlar Answer for each Question is Required fora Complete Applicatlom) STATE OF NEW YORK, Notary Public,State of New York COUNTY OF ••SS No.01 BU'q185050 Qualified in Suffplk County ' TbatI,.�rkS .X; Q,l(..1.- Commission Expirer"April 14,2" • I �•,••••• .•••••••.••..................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of in victual signing riermt) And that he/she is the .......... : Aowrmer, treclor Agermi.Corporate officer ei¢)..... .... ......... ................ .• . Owner and/or representative of the Owner or Owners,and is duly authorized to•perform or have performed the said work and to make and file this applica4on;that all statements contained in this application are true to the best of his knowledge and belief;and that the workwill be performed in the manner set forth in the application filed herewith. j Sworn to before mg this; ........t ..............day of. 20J..) ' N Public: trv�P A__� °Cary ....................................�......... (Signature of Applicant) i FORM - 06/10 " i "Lc. IAI SSE Aitl V,e0 /T Map of Described Property O G P V) Situated at Southold N Town of Southold, Suffolk County, New York 0 G P District 1000 Section 70 Block 10 Lot 5.2 ° C.) �. c'J IV 82 e �7 ' /a"E i--57 -7/ p n KI 01 N 14 re--E, _ 171 83?--,s.F V J ' � � 27.O ��Cx- • /�q. t Zz.om Z � ' ,,A�z (070 .2ov, 00 NO ` ` 4` 'i Certified To: Kl a o a. s; Walter and Christina Berry � round Surface Elevation - - I�.o �> � '������" d WE�r. 0.5' Dark Brown Sandy Loam(OL) 0 213. �2 Za 7E�>-7 ' io " rev i9.0 /q S 17' 2.5' Brown Loamy Sand(SM) ANTHONY ABRUZZO R.L.S. o•u,.ui,�E �e� wi28 � y 14' Pale Brown Fine to Medium Sand (SP) REGISTERED LAND SURVEYOR 1500 Hortons Lane z,CDSouthold New York 11971 D U� , I �7 + �8•� �I�.¢UG L 7�/z/!/E' No Water /� - Test Hole(By McDonald Geoscience 1/11/01) (631) 765-6242 SURVEYED: January 8, 2001 0 U6YZ-- _(/� Q j-0 e 1 11T oF� Locations of adjacent septic systems and wells are by owners and are approximate., Foundation Location: May 4, 2002 o Final Survey: March 29. 2003 y Offsets and measurements are to the foundation. Q� Well and septic system locations are by the owner. �� 10 S r Elevations refer to the Five Eastern Towns Topographic Map Scale: IV"= File o 425 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF RIVERHEAD, NEW YORK, BUILDING CODE, AND JdL1 -- - - CONTRACTOR N 0 T E S General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. �o ICI 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: rh D eAe K ASSOCIATES � 2. All structural wood shall be in accordance with the national design specifications fcor 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 raddentkA &commardaldedgn.w4nemnp.c=Lftp 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 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF RIVERHEAD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 9D6(Moro Street phone: 1631)767-6071 a. All trusses shall be "shaped" as shown on architectural cross sections. WesthamptonBeacl1„Ne�wYak 11978 tox (631)466-3354 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 registerred manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. BM01: Ckm8ffi8@ cdcom 2. BEFORE COMMENCING WORK, THE CON7RACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. DeedmsK Arm&KMAnockitm LLC•M EadErM /woctares uc BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. 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 RIVERHEAD, NEW YORK, AGENCIES OWNERSHIP & USE OF DOCUMENTS: 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 3. MINOR DETAILS NOT USUALLY SHOWN ORI SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK CONTRACTOR AT ALL TIMES TO ENSURE THERE IS NO NATURAL GAS a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. i These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain cof face plys across supports , , EAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. LLC. No part thereof shall be copied, disclosedto others or used in connection with any work 7. All sills shall be pressure preservative treated (A PSF retention) SYP #2 or better. 3. DUST CONTROL: 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 prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. E = 1,600,000 PSI 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 PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS.. E = 1,900,000 PSI 4. NOISE AFTER HOURS: 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. 9. THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI,ARM& KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT- MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT 0)VERSEEING THE CONSTRUCTION OF THIS 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, 10. ALL PIPING AND WIRING SHALL BE REMIOVED TO A 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 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 BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES SAND FOR ANY SAFETY PRECAUTIONS AND 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 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIIBILITY 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 RESOLUTION. CARRY OUT THE WORK 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 REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY F-OR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED D INFORMATION KI, AR 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, ARN�1 & 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 STRUCTUURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEERS ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COST'•S 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 EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) C SEVERE 3*-0 IMODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS On pounds per square foot) USES(s) AND OCCUPANCY CLASSIFIC:ATION(s) USE4 LIVE LOAD DEAD LOAD PRESGrRIPTIVE DESIGN CRITERIA USE OCCUPANCY EXTERIOR BALCONIES 60 10 AS PER CHAPTER 1 OF THE (ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, RESIDENTIAL Rt-3 DECKS (f> 40 10 SECTION 101 .4.4, - ADDITIONS, ''ALTERATIONS, RENOVATIONS OR REPAIRS, TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 ADDITIONS AND ALTERATIONS , SHALL CONFORM WITH SECTIONS 101 .4.4.1 - 101 .4.4.3 V B ATTICS WITH STORAGE (b,e) 20 10 101 .4.4.1 ADDITIONS: ADDITIONS SHALL CONFORM TFO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW PROJECT: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING HEIGHT FIRE AREA SLEEPING ROOMS 30 10 SYSTEM(S) TO COMPLY WITH CODE. HEIGHT, BUILDING ADDITION ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING �I '` THE VERTICAL DISTANCE STAIRS 40 (c) 10 BUILDING SYSTEMS. ({ +" BERRY i P, t P pp FROM GRADE PLANE TO UNLIMITIED AREA THE AVERAGE HEIGHT 3 S'TORY GUARDRAIL AND HANDRAILS d RESIDENCE OF THE HIGHEST ROOF AS PER TABLE 503 O 200 (c) 10 101 .4.4.3 OTHER ALTERATIONS SURFACE = 11'-6 °' WHERE LESS THAN 50% OF A� BUILDING SYSTEMS OR SUBSYSTEMS MEASURED IN UNITS dt ? "w� J 'w AS PER SECTION 502 OF ROOF 30 10 ' " `• THE BUILDING CODE OF APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD ALTERATIONS NEW YORK STATE. TO THAT PORTION OF THE SWSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION a) POUNDELOADRAPPLIED OVERAGE FLOORS LL QUAREBINCLE OFAREAPORTING A 2,000- OR OVERLOAD EXISTING BUIMING SYSTEMS OR SUBSYSTEMS. TOTAL HEIGHT FROM RIDGE GAGENS LANDING ROAD TO GRADE ON ADDITION 13'-81" b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. APP OVED AS SECTION 402 �OTED SOUTHOLD NEW YORK LUMBER SPECIES AND) GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY BUILDING THERMAL ENVELOPE DATE j DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER DRA IN TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET FEE'- '�"y � BY d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN NOTIFY BUILDING DEP RTMENT AT ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. L - 765-1802 8 AM TO 4 FOR THEGENERAL NOTES ACCORDANCEI I . . L" Ci FOLLOWING INSPECTIO S: e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS �1. FOUNDATION-TWO i EQUIRED G" FOR POURED CONC -TE TABLE R402.2 >6, 2. ROUGH-FRAMING.PLU% 'NG. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ` I, STRAPPING. ELECTRIC ' 3 INSULATION SET: ISSUED FOR: DATE: AREAS OF STRUCTURE MINIMUM SPECIFIED 4. FINAL-CONSTRUCTION E.ECTRiCAL COMPRESSION STRENGTH (a) (fc) ` MUST BE COMPLETE FO;~ 0 CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION ALL CONSTRUCTION SHALL 'EET THE BASEMENT NA WEATHERING POTENTIAL REQUIRDMENTS OF THE C DES Of NEW FIRST FLOOR 50 sq. ft. SEVERE (b) YORK STATE NOT RESPON SLE FOR rA SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER DESIGN OR CONSTRUCTIO -RRORS. THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE SEAL: DATE: LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & [PAPER ,ASSOCIATION (AF & PA) WOOD FRAME AUG. 12, 2011 ATTIC (HOUSE)(c) NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) FAMILY DWELLINGS, EDITION. PROJECT NO: ATTIC (HOUSE)(b) CONSTRUCTION MANUALWFCM NA GRADE, EXCEPT GARAGE FLOOR SLABS ( ) FOR ONE AND TWO F 2001 SBC HIGH WIND E �..._ GARAGE NA 929-2011 C COPYRIGHT 2011 DAK ASSOCIATES LLC. .- f=, .t,�'` e NO SUBSTITUTIONS ` `` w..,- �.. <"` NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ELECTRICA ,sF ~° - DRAWN BY: ATTIC (GARAGE)(a) NA All Framing Hardware Shown on these Plans, '"'{ �� �'''``,l') BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENITS. g UNDER FEDERAL COPYRIGHT LAW. tl ' BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, Is Simpson Strong- PLANS MAY NOT BE REPRODUCED WITHOUT INSPECTION RE� 4 f '' k CHECKED BY: SCREENED PORCHES NA Tie. No Substitutions are Approved or Authorized. SUNROOM NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. JJD DECKS 550 sq. ft. PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF " SHEET NUMBER: Due to the Relationships of FramingHardware ; THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) p D,A.K. ASSOCIATES LLC. '- COVERED PORCHES NA SHEATHING NOTES: to the other Components of the Structure, any COVERED ENTRANCE NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ; POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONST-RUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ,�,�. - .�..;, a. ..:f' FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa ,a-'%/,. G 1 UNCOVERED ENTRANCES 18 sq. ft. (a) AT 28 DAYS PSI FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer / Contractor Assuming Responsibility for Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE (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 Count Dept. NUMBER: 0 (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL g g g Y P (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 of Health Services, Town Building Departments, DEC, FEMA, etc. (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 Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. 0 D•A•K ASSOCIATES,ur (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION YA;..� .. ... ..:..�.. ., USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0' L T S 2 0 ; ALLOWABLE LOADS Z LOAD SIDE OF TRUSS. FASTENERS �• p o -- IBQ_� -- - -\ LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT CODE °o (133/160) 8dx1}' 8d NAILS o NO. TO TO TO AVG NAILS REF. INTO TRUSS o �\ RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& gg TRUSS SIMPSON PROVIDE (1) HGA10KT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = c TAKE-UP WASHER SIDE OF CEILING JOIST jJ °A®K ASSOCIATES LW 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = AND ON SIDE OF RAFTER J� PROPER INSTALLATION PROCEDURES •i _ . reeldenlfal d.commercial dedpn•enpineednp•cortsvlf4lp H6 16 8-8d 8-8d 3983 9115 950 650 5, 44 — ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS FASTENERS TWO ° o ART 'x12 506MdnSfreef �1 ]6]-I�]1 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o p�,,,,�, ( I MODEL GA AVG 2 CODE INTO ,' • Wmftnpfonf�ckNoYork 11M lax 1631 49-W ULT. LFTA LFTA REF. ° o' N0. MAX. CLEAR L QTY �DIA 1 2" 21" 3" 31" 11" 2" 24" 3" 31" PLATES °0 : CArtr�886@cd=n WIDTHSPAN �" EIGHT S P 4 e Deerkoddl,Arm d.KeN Amcialm LLC• Eoxl End Allen,LLC 8d NAIL INTO a r,,. �. %%�� %:Jam.; :,i;V11 %-.� ,;! ', ; LFTA 16 2 " 17" 38�"16-10d — 4200 1205 1400 5, 44, 85 STUD OWINERSHIP & USE OF DOCUMENTS: 0 D R LARCH / S0. PINE FASTENERSZ ALLOWABLE UPLIFT LOADS3 oo These drawings and specifications including the ALLOW MODEL L r 10d x 1 AVG 10d 10d x 1 3" CODE ° ideas, design and arrangements represented NO. ULT. REF. LFTA LSTA21 �" o therein, are the property of D.A.K. ASSOCIATES, (1:33 / 160) (133) (160) °° LLC. No part thereof shall be copied, disclosed to others or used in connection with any work MTS16 16 14-10d 14-10d x 1j" 3116 1000 840 1000 3, 41, 128 ,° ° or project other than for which they have been q prepared without written consent. MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41. 128 ART "x12 0 Sirlpson Strong-Tie o° HGA10 LST20 20 12-10d 12-1Od x 1i" 2383 775 720 720 3, 41 D"W- DETAIL ''E"' ° o COUPLER NUT DOUG-FIR-LARCH Equal number of oo So. PINE CODE o° TYPE OF DIRECTION ALLOWABLE LOADS REF. specified e C l f l e d h a l t s I n MODEL TIONNEC- OF LOAD FLOOR ROOF (153/ each end Simpson Strong-Tie DETAIL "K" .. 100) (125) 1610 G 515 645 670 CS16 LTP4 5 J 515 645 6770 6, 39, 97 DET 'H' H 1 515 645 670 MATERIAL DIMIENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 DEFLECTION STUD DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT Z•3 AT HIGHEST AT HIGHEST REF. 8 N0. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B s0 CL DIA5 8 DESIGN LOAD DESIGN 000 �SIMPSON GA GA 0 DIA 14" 1 2" 1 21" 1 3" 3" 5}" LOAD WHEN RAISED OFF o THE SILL PLATE G TAKE-UP WASHER 0 HD2A 16 12 4 2�" 2J" 18" 2J" " 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 ARTS-"xl 2 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS DF / SP CODE N0. W L STUD PLATE ULT. (133) (160) REF. SP4 34" 71" -10d x 1 j" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ANLLOWABLE TENSION LOADS CODE GA NO. y L NAILS F 100 FLOOR (133) (160) REF. oo WORK NOTES: LSTA21 20 1 " 21 16-10d 905 1205 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) AkLLOWABLE TENSION LOADS CODE NO. CA NAILS FFLOOR (133) (160) REF. Simpson Strong-Tie TieW L 100 MSTA24 18 1 " 24 18-10d 1 1025 1370 1640 7740, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L END TOTAL 2 SPACING REF. HD2A (LENGTH L GA CUT LENGTH ( ) (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tle CS16 150, 14" 16 CLEAR SPAN +31"' 28-8d 1235 1650 2T" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON. UG-FIR AR H P N wne A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA HEADERS AVG UPLIFT IFLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F"' W H 8 10d 16d JOISTS ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4J" 2 — 4-16d 4-16di 6076 1140 1160 —1000 — 1150 — 1250 7, 40, 127 DETAIL STD HUS210-2 14 3✓ 9J" 2 — 8-16d 8-16cd 6076 1755 2105 —1650 1900 2065 1, 36, 84, 122 8 ART "x12 SIMPSON MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE N0. GA (133/160) REF. TAKE—UP WASHER ULT. TO RAFTERS TO PLATES To STUDS (133) (160) F FZ 160 HGA10KT 14 4-SDSJ"x1J" 4-SDS}"x3" 1 1523 435 435 1165 940 _ CN W- USE A MINIMUM OF S P 4 COUPLER N U T TWO 8d NAILS THIS CNW- 5" SIDE OF TRUSS. S TU TOTAL FOUR o /• ° COUPLER NUT S P 4 SIMPSON SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS STu LSTA21 SIMPSON TAKE—UP WASHER INTO TRUSS SIDE OF TRUSS. MTS16 MTS16 " TOTAL FOUR �. O e TAKE-UP WASHER 8d NAILS HD2A LSTA21 Strong-Tie INTO TRUSS ° H U S 210—2 PROJECT: TWO o FI 8 TO AIL ° I "PLATES ANCHOR BOLTS °o° ° EIGHT TWO ° 0 Bd NAIL 8d NAIL o INTO g° DETAIL A STUD Simpson Strong-Tle INTO ° " „ IMAM' ir H7 EIGH BER 8d NAIL INTO DETAIL "D" DETAIL "G" DETAIL STUD Silmpson Strong-Tie ° H7 Simpson Strong-Tie RESIDENCE LFTA ROD SYSTEM LFTA LFTA BP GAGENS LANDING ROAD ° SOUTHOLD, NEW YORK DRAWING TITLE: SIMPSON WINDLOAD LTP4 CHARTS & CALCULATIONS DETAIL "L" & Ll 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 Floor-to-I=loor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED 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, 2001 SBC HIGH WIND EDITION. AUG. 12, 2011 LTP4 DETAIL "B" LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT No: Simpson Strong-Tie (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM s29-2o11 DRAWN BY: -to-Floor Connections (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES - BDK Floor (4) SHEATHING TO BE NAILED TO TOP PLATE CHECKED BY: NO SUBSTITUTINNS JJD f SHEET NUMBER: All framing hardware shown on these plans, ` �YJ unless otherwise indicated, is Simpson Strong-Tie, '' f No substitutions are approved or authorized. G2 ' ,�.�,�"sue' ^ Due to the relationships of framing hardware to �.s�,�•"� the other components of the structure, any framing NUMBER: F hardware substitutions Will render these plans null and void, and Witt result in the installer/contractor JAMES J DEERKOSKI PE assuming responsibility for the design and © D°A•L ASSOQAMuc performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS -- -- -- 101 D e A®K ASSOCIATES uc resident a commercial design a wanoWng a cormAng 34'-4' ,, 506M&Slreet 631 767-6011 11'-7Y,s" '-o' 1V-7Ys' '-2'%s' wat1Qf1vonBeOCKNBWYolt 11918 fCDC 163114M-= EXISTING HOUSE - Cam: CAfR1M(101.COIn 04 ACQ Post 4X4 ACQ Post Dewko$K Arm&KeN Associates,LLC aFan aly Fast End Design Associates,LLC 12" Sona Tube Filled with 30001 Concrete 12" Sona Tube Filed with 3000#Concrete Provide Flashing Bottom of Footing to be Min. 3'-0" Steps Bottom of Footing to be Min. 3'-0" Deck to be Flush with house Floor OWNERSHIP & USE OF DOCUMENTS: Below Final Grade Below Fira�I�Grade These drawings and specifications including the 2X12 ACQ House Girder Lag Bolted 2'-0"oc. w/2x2 Ledger 5 4'x 4" Trex Decking ideas,drawings and arrangements represented / 9 Simpson H8 Tydowndesign9 P //— (3)2X10 ACQ Girder c3)2X10 ACQ Girder (3)2X10 ACQ Girder (3)2X10 ACQ Girder Simpson Hanger therein, are the property of D.A.K. ASSOCIATES, `o• (3)2X10 ACQ Girder LLC. No part thereof shall be copied, disclosed to others or used in connection with any work Top of Deck to be <30" Above Finished or project other than for which they have been (2)2x10 ACQ Flush Beam 2X10 ACQ Floor Joists - 16"oc. 2X10 ACQ Floor Joists - 16"oc, prepared without written consent. Grade Requires no Handrails If>30" Above 4X4 ACQ Post Finished Grade Requires Handrails as per NYS. Code 4X4 ACQ Post 4X4 ACQ Post Ls 12" Sona Tube Filled with 3000#Concrete 0 12" Sona Tube Filled with 3000#Concrete 4X4 Simpson Post Anchor Bottom of Footing to be Min. 3'-0" � Bottom of Footing to be Min. 3'-000 I I Below Final Grade I I Below Final Grade "' y y 1/2"x 12"Anchor Bolts (3)2X10 ACQ Girder 's3 (3)2X10 ACQ Girder (3)2X10 ACQ Girder (3)2X10 ACQ Girder 0 0 0 0 C3 CD C3 C3 U V U U � ¢ ¢ Q Q N o New Deck C o I N N N N cV 12" Sono Tube Filled with 3000#Concrete 0 --- - Bottom of Footing to be Min, 3'-0" Below Final Grade 2X12 ACQ House Girder Lag Bolted 2'=0'oc. w/2x2 Ledger 2X12 ACQ H use Girder Lag Bolted 2'-0"oc. w/2z2 Ledger DECK CROSS SECTION 1 WORK NOTES: SCALE: 1/2"=1'-0" 101 101 0 Existing 0 0 Existing 0 ExistingBasement Basement 2z6 Clear Cedar Top Rail x Garage ;E � 2x4 STK Cedar Subrail 4A Post 5/4'z 6' TREX (3)1rx9j'LVL Girder 1 3/4 3 1 2" — — o-- — — �— — — —e — — 0 1 1/2. / 2% 4"ACQ 2x2 Balisters 1' 4z4 Post or Horizontal Roiling 3-1/2" -1/2' \ as Per NYS. Code OPTIONAL CLOSET 30 ,~, 2A Beveled ALCOVE Bottom Rail Simpson H8 Tydown 0 0 0 0 (i), "x9�• LVL Flush Beam Existing Existing Basement 3 Basement PROJECT: 0 2" FLAT BENCH PLAN RAIL PLAN SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" NewB E R IDIX N 4X4 ACQ Post Entrance 12' Sona Tube Filled with 3000#Concrete -O. RESIDENCE I Bottom of Footing to be Min. 3'-0' Below Final Grade (2)1rx9j" LVL Flush Beam NOTE ADJUST SEAT DEPTH ACCORDINGLY 04 ACQ Post o — IF NO CUSHIONS ARE TO BE USED I GAGENS LANDING ROAD CY 12" Sona Tube Filled with 3000#Concrete Bottom of Footing to be Min. 3'-0" CUSHION SUPPLIED BY OWNER SOUTHOLD, NEW YORK Below Final Grade `V I 2z4 ACQ EX BENCH SEAT 2 2z8 ACO Girder CUSHION SUPPLIED BY OWNER rx 6' TREX BENCH SEAT DRAWING TITLE: 2z4 ACQ JOISTS - 16"oc. rx 6'TREX I� Steps 2x12 ACQ 2X12 ACQ 20AGQ AS NOTED I �'x 6" TREX DECKING I Outer Stringer Inner Stringer 2A ACQ 4A ACQ POSTS '-6'oc. 0 0 2x10 ACQ JOISTS - 16'oc. SET: ISSUED FOR: DATE: 1 30 SOLID BLOCKING AROUND POST FOUNDATION PLAN- BENCH, SEAL: DATE:. "_ , " STAIR DESIGN PLAN DETAIL AUG. 12, 2011 SCALE. 1/4 —1-0 :,; PROJECT N0: SCALLE:1/2"=1'-0" a�, r t ~' 929-201 1 >, s DRAWN BY: BDK C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED vs JJD UNDER FEDERAL COPYRIGHT LAW. �a ;; SHEET NUMBER: ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT -.�. ARE TO HAVE 3"x3" BASE FME BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION. A101 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ,.+ ®. A�9 : f° WASHERS. (SIMPSON) COINSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. : --:�.. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOITE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization p g g JA,MEs J DEERKOSKI PE BLOCKED 48" oc. FOR FIRST TWO FRAME FOIR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•L ASSOClA'1ffi,nc EACH END OR SIDE OF HOUSE NO1TE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS agencies Departments, DEC,rior to construction. FEMA, etc. Verify all conditions, codes, and requirements with such ruction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS i "%%% '% rem fffln 101 D •A•K ASSOCIATES iLc residennd a cornnwdal design•engineedng•cons Aft 4" 2 „'_7ys. -2,�s :1 M6 M&Street phone: (6311 767-6071 Wesit ffptonBeach,NewYork 11478 tax (631)466-M EW: CArmN81I)adcom Provide Handrails as per NYS. Code Steps Provide Handrails as per NYS. Code oeerkoft Arm&KeN Associates.LLC a East End Associates,uc ,.. .." .. ., OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented Bench Bench Bench Bench therein, are the property of D.A.K. ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed N to others or used in connection with any work or project other than for which they have been prepared without written consent. U N New Deck "x 6" Trex T&C Decking iV r -• - - - - - - - - - - - - - - - - - - - - - - - I I � V I I I I I I WORK NOTES: 1 I 101 I I 2068 2osa E+- Existing 1 Garage I I 12 8 Existing Existing I Garage OPTIONAL Bathroom Existing CLOSET e ALCOVE House r _ _ e I I r - - I N I I I I co L - - - - - - - - - - - - - - - - - - - - - - L 2068 g° Existing Bedroom 12 PROJECT: � 7 2 2 E(mxot8ch Azek Fascia Existing Fascia Height) o ' New L I New N � 3'-10" 9'-1" I Entrance Entrance J, BERRY RESIDENCE 3068 3068 GAGENS LANDING ROAD SOUTHOLD, NEW YORK 0 DRAWING TITLE: FIRST FLOOR PLAN 1 SET: ISSUED FOR: DATE: 30 ROOF PLAN FIRST FLOOR PLAN SEAL: DATE: AUG. 12, 2011 SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" PROJECT NO: 929-2011 ALL INTERIOR & EXTERIOR HEADERS " DRAWN BY: ARE TO BE A MINIMUM OF(2) 1 a � BDK " x " LVL f' ' � UNLESS OTHERWISE SPECIFIED C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. 1 CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED r; ? JJD NOTE: UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT ALL ANCHOR BOLTS ARE TO HAVE 3"0" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION. ;. PLATES TO BE USED AS OF INEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �� .: Al 02 ,,_ D.A.K. ASSOCIATES LLC. WASHERS. (SIMPSON) CONJSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. �'� `� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR' THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization JAMAES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•g ASSOCIATES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x V2" LVL HEADERS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. D •A•K ASSOCIATES re*.%n al &commercial dedgn.ei roWng.consuelno — — — - _- 506 M*Street phone: (631)161-6071 W%thompton Beach,NeWYork 11978 fCac (631)466.3354 ENd: CkmHNAcom Deerkoft Arm&KeN Associates,LLC afamwly East End iiiiiiiiM Assodabs,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. i 1ULLtLL T 8 10 T 8 10 1111 DEEILL2 I 8 10 LL tLWLLL LLLLJ iLLLLLA-LL �E I WORK NOTES: T 28 6 T 28 6 22 6 T 28 6 LuLhiLLL ID U FRONT ELEVATION_ SCALE: 1/4"=1'-0" PROJECT: B E R RVE RESIDENCE GAGENS LANDING ROAD SOUTHOLD, NEW YORK DRAWING TITLE: T 8 10 �g 10 ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: SEAL: DATE: AUG. 12, 2011 T 28 6 PROJECT NO: Ill 11 IIITI1 III 929-2011 DRAWN BY: r, BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. `''�s"s' r'' CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED4.f :. JJD ` UNDER FEDERAL COPYRIGHT LAW. sHEEr NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT , ' '' WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A:<;° / '¢ _ wti A201 LEFT ELEVATION 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 JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCMM nc 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 ® A. -- -� D ®A®K ASSOCIATES uc ne* Mlal &commercial design.engineering.coruuRt V M6 Main Street phone: (631)767-6071 Westhampton Beach,New Yak IIM talc (631)4M-W UU: CAnnMooLc om Deed==Arta&Kett Associates,LLC a East End Associates,LLC . % 7%'. . ,... % /%%7, 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. i i — T ,I i I 12 I Existing Window Existing Window 8 I Flashing Flashing 30 Year Architectural Roof Shingles 30 Year Architectural Roof Shingles 12 15 LB Felt 15 LB Felt 12 1/2" CDX Sheathing 1/2" CDX Sheathing 2x8 Roof Rafters 2x8 Roof Rafters 7 7 WORK NOTES: Hurricane strapping Hurricane stropping 2x6-16' oc. Ceiling Joists 5" Seamless Gutters 5" Seamless Gutters R-30 Ins. 2x6-16" oc. Ceiling Joists 1'x 8" Azek Fascia 1"x 8" Azek Fascia R-30 Ins. (Match Existing Fascia Heigght) (Match Existing) 1/2" Custom Screened Vent 1/2' Custom Screened Vent (Match Existing) (Match Existing) Azek Soffit Azek Soffit New Existing New 1' x 4" Azek Freeze x 4' Azek Freeze Entrance I (Match Existing) (Match Existing) Garage Entrance Red Cedar Shingles (Match Existing) Red Cedar Shingles (Match Existing) Tyvek House Wrap /Air Infiltration Barrier Tyvek House Wrap /Air Infiltration Barrier N CDX Sheathing r CDX Sheathing "CDX subfloor 26-16" oc Wall Studs 2x6-16" oc Wall Studs 'CDX subfloor (Match Existing) R-19 Insulation R-19 Insulation (Match Existing) WI40x9J" FJ. 12"oc. Hurricane Strapping Hurricane Strapping WI40x9r FJ. 16'oc. (1)1rx9J" LVL House Beam Hur6cone Strapping Hurricane Strapping WI40x9r FJ. 16"oc. or Equal 04 ACQ Post 04 ACQ PostR-L� -T 2x6-16' oc. ACQ Joists R-30 Ins. Simpson Post Anchor Simpson Post Anchor R-30 Ins. PROJECT: 5/8"x 6" Simpson Anchor Bolt System 5/8'x 6' Simpson Anchor Bolt System " Azek Seathing "Azek Seathing Grade or Equal or Equal Grade 12" Sona Tube Filled with 3000#Concrete 12' Sona Tube Filled with 30001 Concrete M BERERVE Bottom of Footing to be Min. 3'-0" Bottom of Footing to be Min. 3'-0' Below Final Grade Below Final Grade RESIDENCE Existing Provide Handrails as per NYS. Code Basement GAGENS LANDING ROAD SOUTHOLD, NEW YORK DRAWING TITLE: CROSS SECTIONS SET: ISSUED FOR: DATE: SEAL: DATE: AUG. 12, 2011 PROJECT NO: °,. yf ``� 929-2011 t.' DRAWN BY: ,., BDK ..... V CHECKED BY: CROSS SECTION- 1 CROSS SECTION- 2 Y JJD SHkET NUMBER: SCALE: 1/2"=1'-0" 3 0 1 SCALE: 1/2"=1'-0" 3 01 a A301 ., °•;.^..i.p-.fNy.Sj*� `tip DOB NUMBER: OF JAMES J DEERKOSKI PE © D-A-K ASSOC7AM uc