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HomeMy WebLinkAbout41987-Z �Ffat/(�pG�, Town of Southold 12/14/2017 3 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39405 Date: 12/14/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 480 Soundview Ave,Peconic SCTM#: 473889 Sec/Block/Lot: 74.-2-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/14/2017 pursuant to which Building Permit No. 41987 dated 9/25/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FRONT COVERED ENTRY AND REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Stroud,Gary&Debora of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED rized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT C4 TOWN CLERK'S OFFICE "o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41987 Date: 9/25/2017 Permission is hereby granted to: Stroud, Gary 480 Soundview Ave W Peconic, NY 119581150 To: additions and alterations to an existing single family as applied for. At premises located at: 480 Soundview Ave, Peconic SCTM # 473889 Sec/Block/Lot# 74.-2-7 Pursuant to application dated 9/14/2017 and approved by the Building Inspector. To expire on 3/27/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $308.80 CO -ADDITION TO DWELLING $50.00 Total: $358.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. q Ii l 1I Irl New Construction: X Old or Pre-existing Building: (check one) Location of Property: �160 2SOve 0 t%V %FLJ AVE. (_,j r.-Si NE-Coo y- House No. Street Hamlet Owner or Owners of Property: �i zo U Suffolk County Tax Map No 1000, Section 0`7 y Block 02._ Lot `7 Subdivision Prc_ jN L Ac.?AZs SF 4: m,3 �Wo Filed Map. 50 O k Lot: y�1 Permit No. / Date of Permit. Applicant: 3(ZzT N. Krz ri%` Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ App 1i t *nature' pESOUI ��y000M'r 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]ytOUNDATION 2ND [ ] INSULATION [Vf FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 1 rl►r 1 "+K ✓l otatoo, WAR-,) �okool DATE �J INSPECTOR SO�Tyo� N O i holy COUNT,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ZF I N A CWF' " ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: on flo- DATE (0� INSPECTOR)dlo-& r FIELD ]I�S`I'EO 'O�x DAT. COM,iY ,1�i'Su ' .. .... •........... - ci Fo�xn�,Txort.(2N15) � Co Y 1 i qrW mv Awip. y ROUGH FRW�N & �LUMBl�'G — 1 • H INSULATION k EA N.Y. STATE ENERGY CODE r FINAL - ,r 5 i r , 1 r r ® 0 y M r � 1 • l�^Jq • ' V TO`�N OFA SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUfLDING 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 Southoldtownny.gov PERMIT NO. ON Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form et: Approved 2 Mai to: 1<E.kAL_ iSE!&kq t4 Pt&S(:)(— Disapproved Ed S 5 L 50thlfa-6 Phone: '1 Expiration 20 Building Inspector D 4.� LICATION FOR BUILDING PERMIT SEP 1 3 2017 Date — ,20-11 ..�Il��D'1JPT. INSTRUCTIONS a.Tht�' 'W� 3Frr5QPWJAnpletely 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. 11/3j DUO- - (Signat of licant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor,electrician,plumber or builder ACF,\fr Name of owner of premises G d�2 w (���a � ,® �1Ztu IJ (As on the tax roll or latest deed) Ifis rporation, signature of duly authorized officer pfir %tr_2 (N and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4/1j® Sc��ii61ViEw' ME, \�IfzS` corl i� House Number Street Hamlet County Tax Map No. 1000 Section 0 1-7 L/ Block .02 Lot 10t_7 Subdiviipion N-co ra-'-LA.riss , ice�or1 iWy-> Filed Map No. ,)GO k Lot �/7 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy c,-�iMCILE F-A-1-1( LY Imo,-:5 TFSi QSEkj-1 IA&- b. Intended use and occupancy 5 i i!�4 L.jz FAm I F-�S J?,� to L- 3. Nature of work(check which applicable):New Building Addition i/ Alteration Repair Removal %Z Demolition Other Work Rr m a u rz N-41 re-FALa-(t Ak42 ���� ti�®.�� Feor.3 ����- h►n1 R a� 0 V r�`r9A qc F` (Description) 4. Estimated Cost 2 0 K Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars R1 Pr 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 5-'r-5 i Z Rear 17o s-,3t/2 Depth 'Z7-(o" Height 2-0 L Number of Stories i L e = 8. Dimensions of entire new construction: Front cs$ -3 2 Rear `�/tD i-3, Z • Depth 32-G Height i r7 k-`7°' Number of Stories t 9. Size of lot:Front I O4, Rear 96,917, Depth 2 17, 7y � 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situatedsi��=-+: 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO_C Will excess fill be removed from premises?YES NO X 480 50vc.,hV 1 F_LJ 14.Names of Owner of premises 't5z2yJi' Address Ava- wes: Phone No. 1`76S-q y+7s Name of Architect KSL{L RIES!y rA As&&L LL x- Address 0L `-M Phone No 6 31-433-9 o i; 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—X * IF YES,PROVIDE A COPY. GONNIE D.BUNCH Notary Pubiio,Mate of Now York STATE OF NEW YORK) No.01BUO185MO SS: Qualified In Suffolk County COUNTY OF SUFFm�/-- Commission Expires April 14,2� PS�� % ®. 14&%4L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the r4C1� .p (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn tobefore me t ' _L A day o 201 f ! Notary Publ c Si nature of Applicant Scott A. Mussell '0 SU v ST01KMMAT EIK SUPERVISOR MANAGr]EMI]ENT SOUTHOLD TOWN HALL-P.0.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES 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 erosion hazard area. ®® E. Site preparation within the one-hundred-year f loodplain 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 Professional, gent, ontractor,Other) S.C.T.M. 1000 Date , District NAME- t_ �l\ 1����� Or7q 0'2— CO 0 1 iII t NWS 6.Jn � Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 'ie rr<i«no.<n..xri Reviewed By: -� - - - - - - - - - - - - - - - - Date: Property Address/Location of Construction Work: — — /Stpoprmwater uved for processing Budding Permit. 1�O $cij.&jh\1 �W 1w�, t•�j�.S 1 Management Control Plan Not Required. — — — — — — — — — — — — — — — — — P�w�r L Stormwater Management Control Plan is Required. D (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 gffF Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 . Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 11 ,10 Owner: �S�6ocL, 5 i 1z'�N Location of Property: Lf�O S6,;sJo Jtr,(J AVFL WFFS—i Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) X Roof framing (R) X Floor and roof framing (FR) Signature: !c� 9 - - Name (person submitting t form): vlit� Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 46� h i =1 SLI 1 Li i9V7 ZY� -------- ------ -------------- P � s , } » r j/ d' ` � t l ,• eft ' a .at"t f r` S SCDHS Ref. # RIO - 99 - 0027 c� d9'�' . p ' /,�.'60AO 0 C2 foo r*�' �� 62.2 i 1 it _. O �• —4 q i; til -, c To To We# Ci C / ®R, X0102 0. tof + • C oq t3► t� SS. 10 � Nth � ��\ �• ����A'S � 10 .0 f �• V r3 Z , Test Boring `t 0, Bs: Sandy LOarn OL 260 Y L�- Sand 9C peV o Z • ' --= y��r�� . . ._.. 8r cYa a sacred s�' r S v o- _ r APRT l_3 2800 0.0 91 -— 10.1 .- _ .w+ n •:'- ._ Z Sandy Cky 1 - SURVEY OF # M, water to LOT 47 to C00 "PECOMC HOMES, SECTION TWO" �RTIFIED TOS f7LED NOV. 28, 19ET MAP 110. 5001 KEYSTONE F�t�4NCIAL MORTGAGE 59' LAWYERS TITLE INSURANCE CORP A T PECONIC F�YN FE4VELL AREA = 27,044 sq.ft. TOWN OF SOUTHOLD ELEVATIONS ARE REFERENCED TO AN SUFFOLK COUNTY, N. Y. ASSLOAFD DA TU&L 1000 - 74 - 02 - 07 Scale: 1"= 40' The locations of wells and cesspoolsv ,.� shown hereon are from field observations Feb. 2, 1999 �-`v vn and or from date obtained from others. MAR. 2v 1999 (revlslon AM 10, 1999 MENTFICATIOM �ry o SEPT. 1, 1999 t slk hse. 1 u„=, r-n Qcl. 7,1999 (foundation) w r^i'n I am familiar with the STANDARDS FOR APPROVAL MAR. 3, 2000 [final 1 AND CONSTRUCTION OF SUBSURFACE SEWAGE -_ M� DISPOSAL SYSTEMS FOR SINGLE FAM1L Y RESIDENCES y w r and will abide by the conditions set forth therein and on the permit to construct. C,'tQ`o,�a�• =,u ANY AL'TERATM OR AaIWTOV TO TMS SURVEY IS A VIOLA nom + •'•:�± OF SEC7300V 7209 OF THE NEW YORK STA TE LMLA EXCEPT AS PER SECTION 7209 - StAWI1.SIgN Z ALL CERTFICATIONS { MWOH ARE VAL.D FOR TM MAP AND COMES TFNWOF OALY F _ / � N.Y.S. LIC. NO. 49616 COPES HEAR �&RW SEAL of THE SO RVEYOR APPEARS - r,,J YOBS, P.0 � ATOCOAM WW SID LAW THE UTEW ”AT 8� P. OX 9.5 FAX t 631 1 765 - 1797 of ANOTMN St/RVEYOMS MAP. TERMS SUCH AS WMWCTW AND 1230 TRA VELER STREET WOUSHT-TO-DA TS"ARE NOT wv CGRAn LANCE W/TH M LAW. SOUTHOLD, N.Y. U971 P,17-71N STOP11 WATER RUNOFF TRUSS PLACARDING REQUIRED PI,I r- I JA,N!T TO G I A A P T E P4 233rd 4/. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION / - C0 T R A C T 0 R N T E S General Notes: 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL n-A al 41 TH RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. �j IYtf 1t3 Iµ113 GENERAL NOTES: Wood: 2. FIRE SAFETY: WWW 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. LK COUNTY, NEW YORK, 2015 A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES Lw 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. residential & commercial design . consulting INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, • B. LOCKED AREA. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: 1631)433-9684 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, c. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@opion�iie.net AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. 3. MINOR DETAILS NOT USUALLY SHOWN OR 'SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,ILLC o formerly D A K Assoc�ates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, 4. ITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES W 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 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. RADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER T PLUMBING, ELECTRICALS, ETC. 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 E 1,600,000 PSI 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN I OFFS. a. Laminated Veneer Lumber (LVL): 9. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, B. EXCEPT LEGAL HOLIDAYS. 10. BE PROPERLY CAPPED OR PLUGGED. !:,;,: � 1""* ' ,' ' I � 1*­­,T AT ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED Pr RTIES TO WORK OTHER THAN REGULAR HOURS. FOR, THE 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 7 OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN (OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 1'0UI-lI`)YTI`N 7*A`0 R ',)UIRED WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS C�O%J�TJJUISTION MUST RESOLUTION. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 6 SPECIAL SAFETY NOTES 4, IrIl"IAL - 13. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ,%CTE C.C. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE r`ii-1V,1_L VFET THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RES r1l"0tW17MM,1TS OF THIL CODES OF INEW ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE PESPONS!BLE FOR 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF J ii . ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 1RUCTION ERROFRS. SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. 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 AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. NOTFOR 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY PROFESSIONAL 25 Ibs/sqft 130 (mph) C SEVERE S-O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATICNIAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, PRESCRIPTIVE DESIGN AND MINIM CONCENTRATED LIVE LOADS ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATi(,)NAL RESIDENTIAL CODE UPDATED WITH THE 2016 or- USES(s) AND OCCUPANCY CLASSIFICAkTION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (Psf) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND' -RESCUE REQUIREMENTS. UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT V N CCD-ES USE OCCUPANCY OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEE71NG THE REQUIREMENTS A 3 :R Q,U i i r E 1• j k OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 19915 AND ASTM 1886 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: SCI[17- ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GfRADE SHALL MEET THE TYPE OF CONSTRUCTION (CHAPTER 6) k 30 RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. �_,�_ "10A HABITABLE ATTICS AND SLEEPING AREAS TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144rnrn;) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E, 1996. V B ALL OTHER AREAS 40EXCEPTION: NO SUBSTITUTIONS STAIRS AND EXITS 'Ar"CY OR 40 300 f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �rs INCH (11.1nI AND All framing hardware shown on these plans, C U PROJECT: HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING unless otherwise indicated, is Simpson Strong-Tie. FIRE AREA 2 2 PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR No substitutions are approved or authorized, SE IS UNLAWFUL STOK"OUD -3 OR R-4 OCCUPANCY. PANELS SHALL HEIGHT FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH 645.16 mm 1 SQUARE FOOT 0.0929 rn LESS THAT ARE CLASSIFIED AS A CROUP R I I 1 POUND PER SQUARE FOOT = 0.0479 I<N/rn? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE VVI'THOUT CERTIFICATE HEIGHT, BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M' OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING,. PANELS SHALL BE Due to the relationships of framing hardware toRESIDENCETHE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND !SHALL BE SECURED OF OCCUPM PLANE TO THE AVERAGE HEIGHT OF THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO ICY UNLIMITED AREA the other components of the structure, any framing 4.5 INCHES, RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH hardware substitutions will render these plans 1-100USE / DECK" THE HIGHEST ROOF SURFACE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRI SION-RESISTANT ATTA\CHMENT HARDWARE =17'-113/4" AS PER SECTION R202 AS PER TABLE 506.2 PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED null and void, and will result in the installer/contractor OF THE INTERNATIONAL RESIDENTIAL I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT CODE UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,71(6mm) OR LESS WHERE assuming responsibility for the design and1111 INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Va3d DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH K" performance of the entire E 11 Ml 0 V A TI 0" ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). re system. I OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHIOUSES THAT ARE 480 SOUNDVIEW AVE. WEST OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT TOTAL HEIGHT FROM RIDGE TO GRADE 24'-11" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PECONIC, NY 11958 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY 11, 111 OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (15,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT. TO THE SCT M # 1000-74-02-07 THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE [BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE, BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE; ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE FASTENER SPACING (INCHES) DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPEPANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. BASEMENT NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. FIRST FLOOR NA ROOMS. NO. 8 WOOD SCREW- FIELDAND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE BASED ANCHOR WITH 2 16 10 8 DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FIRST FLOOR NA INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. SECOND FLOOR INA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: NEW BALCONY NA INCH EMBEDMENT LENGTH LOFT NA Y4 INCH DIAMETER LAGSCREW- July 22, 2017 OF NEVv),, PROJECT NO: ATTIC (HOUSE)(a) NA BASED ANCHOR WITH 2 16 12 9 COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. , , I ATTIC (HOUSE)(b) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH D. 8.14,,�0 1015-2017 GARAGE NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER' FEDERAL COPYRIGHT LAW. _I�A ATTIC (GARAGE)(c) NA A BDK BONUS ROOM NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound 4.448 NI, 1 mile per hour 0.447 1-1 PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: SCREENED PORCHES NA OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 WRITTEN AUTHORIZATION.INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. SUNROOM a. This table is based on 140 mph wind speed and a 45-fo)ot mean roof height, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF lb NA (SEE PAGE A102 FOR DETAILS). - I;, �p SHEET NUMBER: EXISTING DECK 346 SO/FT b. Fasteners shall be installed at opposing ends of the wooed structural panel. KEHL DESIGN ASSOCIATES, LLC. ;�O' 0818(o- NEW DECK 214 SO/FT Fasteners shall be located a minimum of 1 inch from th,e edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE, 1/7 G1 OLD GUEST HOUSE AREA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. Acceptance of these drawings does not authorize the right to build without OLD COVERED PORCH TO BE REMOVED - NA d. Where panel are attached to masonry or masonry stucco, they shall be attached NEW GUEST HOUSE AREA NA using vibration resistent anchors having a minimum ultimate withdrawal capacity DOB NUMBER: OF the authorization of local governing agencies, such as Suffolk County Dept. ACCESSORY STRUCTURE - NA of 1,500 pounds. of Health Services, Town Building Deportments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. T) KEEbDESIGN-AMOMTS,uz (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTIONi;.', ,��/ ;;, /�, f USE A MINIMUM OF–HR LARCH SO. PINE UPLIFT TWO 8d NAILS THIS MTS 2 0 L T S 2 0 Al Y ' ALLOWABLE LOADS 2 LOAD DOUG SIDE OF TRUSS. • PROVIDE EI HGAJOIS ON •r z I' IE'I 11 N I I FASTENERS LATERAL WITH TOTAL FOUR e /• O ° SIDE OF CEILING JOIST _ MODEL GA UPLIFT UPLIFT CODE ° 8d NAILS AND ON SIDE OF RAFTER (133/160) 8dx1}" NO. TO AVG REF. RAFTERS/ TO TO ULT. NAILS INTO TRUSS. 7 �, TRUSS PLATES STUDS (133) (160) F F2 (133& STU 8^– SIMPSON ° NOTE: REFER TO SIMPSON WOOD CONSTRUCTION - TAKE-UP WASHER KEHL DESIGN ASSOCIATES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -'� � 1 •�- PROPER INSTALLATION PROCEDURES residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ARTJ'x12 PO.Box 1675 phone; 1631)433 9084 DIMENSIONS TWO o •• (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o MODEL GA AVG 2 INTO ° °° ULT. LFTA EFTA REF. o .° ° Southold,New York 11911 E-Mail: ssbn654@o tonline.nef N0. MAX. CLEAR ° WIDTHSPAN L QTY DIA 1�" 2" 24" 3" 3�" 1}„ 2" 24" 3" 3>4 PLATES EIGHT 8d NAILS LFTA 16 2 " 17" 38J"16-10d — 4200 1205 1400 5, 44, 85 INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC SND ;7% �"/,-'/ %%�/`"'-:_ ��°l'T-rn-?'/,?L,%/�rr;'�_. o OWNERSHIP 8c USE OF DOCUMENTS: DOUG–FIR LARCH / SO. PINE FASTENER 52 ALLOWABLE UPLIFT LOADS" ° °° MODEL L AVG 10d 10d x 112" CODE These drawings and specifications including the N D ULT. REF, LFTA LSTA21 °° 10d 1 O x 1�" (13:3 / 160) (133) (,so) L S TA 2 1 •° ideas, design and arrangements er fK represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong—Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ° ° HGA10 °° ° with any work or project other than for which MTS20 0 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 4,, 128 ° DETAIL "K" they have been prepared without written consent. ART "x12 LST20 20 12-10d 12-10d x 12 2383F 775 720 720 3, 41 CNW– °° STU 8"— COUPLER NUT DETAIL "E" ° DOUG–FIR–LARCH Equal number of °° �SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In TAKE—UP WASHER °° MODEL CONNEC– OF LOAD ALLOWABLE LOADS REF. each end FLOOR ROOF (133/ (100) (125) 160' NO. TION Simpson Strong—Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAII, "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN DEFLECTION HOEDOWN ARTJ^x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 23 AT HIGHEST AVG AT HIGHEST REF. NO. ANCHOR ULT. N VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS ALLOWABLE 9° GA GA HB SB W H B SO CL DIA5.8 LOAD DESIGN QTY DIA 14' 2" 24" 3" 31" 5z" LOAD N WHEN RAISED OFF ° o THE SILL PLATE 0 HD2A 16 12 4�" 2}" 2J" 8"' 21$" 1t�s" 2 �" 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG W L STUD PLATE ULT. (133)2 OF / SP (160) RODE SP4 3a" 7J" 6-10d x 14" 2917 735 885 7, 40, 127 e MODEL DIMENSIONS FASTENERS (TOTAL) AL.LOWABLE TENSION LOADS CODE NO. GA y� L NAILS FLOOR (133) (160) REF. °° 100WORK NOTES: LSTA21 20 11" 21 16-10d 905 1205 1295 7, 40, 90 °o 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o GA NO. W L NAILS (1000) (133) (160) REF. Simpson Strong—Tie STU 5 MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 8 SIMPSON ' NOTFOR TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS NO. (LENGTH END GA CUT LENGTH (TOTAL) , 2 SPACING REF. HD2A TAKE—UP WASHER (,00) (133 / 160) oc. CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2 " ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150' 14" i6 CLEAR SPAN +31" 7, 40, 90 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON. –FR AR PIN A A USE UNLESS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAW H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" LUS46 18 3{�" 4�" 2 ,Od 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. " CNW— CERTIFIED BY A 4-16d 4-16d 6076 1140 1160 t'1000 1150 1250 7, 40, 127 DETAIL I A HUS210-2 14 3d" 9J" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT ARTJ-x12 rj PROFESSIONAL DOUG–FIR LARCH/SO/SO INE ALLOWABLE OA FASTENERS FT UPLIFT SI LATERAL CODE U 8 NO. GA ULT. (133/160) REF. SIMPSON EN�INEER MODEL AVG TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 TAKE—UP WASHER 160 HGAtOKT 14 4–SDS4"xi4" 4–SDS;"x3" 1523 435 435 1165 940 USE A MINIMUM OF SP 4 TWO 8d NAILS THIS CNW– SIDE OF TRUSS. TOTAL FOUR /. 0 COUPLER NUT SE A MINIMUM OF S P n J `t Sd NAILS TWO Bd NAILS THIS INTO TRUSS. MTS16 STU J^- LSTA21 ANCHOR BOLTS SIDE OF TRUSS. MTS16 SIMPSON SIMPSON 8 TOTAL FOUR /. O TAKE–UP WASHER HD2A LSTA21 Strong—Tie INTO ATRUSS. H U 5210—2 PROJECT: TR SOUD ® RESIDENCE TWO ° F, HOUSE I DEC 8 AILS i TO PLATES -0° °° TWO EIGHT 8d NAILS Sd NAILS ° DETAIL A INTO INTO t1 flREim STUD Simpson Strong–Tie PLATES °0° ® 0VAT 10 o H7 IN""'LS ® DETAIL "D" DETAIL 110 DETAIL "J" 480 SOUNDVIEW AVE. WESTSND Simpson Strong–Tie ° H7 Simpson Strong—Tie DETAIL "L" PECONIC, NY 11958 LFTA ROD SYSTEM NO SUBSTITUTIONS LFTA LFTA ' SCTIi� ## 1000-74'-02-07 ° DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 LSTA30 No substitutions are approved or authorized. tDRAWIING TITLE: 1'-0" DEEP POOL x 4' DIA ==12.58 cuff.. per vertical Due to the relationships of framing hardware to the other components of the structure any framing 1'-0" DEEP POOL x 6' DIA. = 22.3 cuff.. per vertical ft.t. P g p ' fi 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer/contractor SIMPSON WINDLOAD 1'-0" DEEP POOL x 10' DIA, = 68.4 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS l ' ROOF AREA = 96 sq/ft ✓ STRONG - TIE DETAILS ' & ROOF DRAINAGE A 96 sq/ft LTP4 V = A x R c CALCULATIONS AND I LTP4 R = 2" RAINFALL = .17 ft PLUMBING RISER DIAGRAM LTP4 C = COEFF. = 1.0 V = 96 x 1 X .166667 = 16 c.f. NTHESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong—Tie PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 16 / 12.58 VERTICAL FT. / FT = 1.27 V,F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor—to—Floor Connections DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE (1) 4, DIA' POOL 4-O DEEP = 4 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. POOLS TO BE PLACED ON OPPOSITE SIDE OF Detail SEAL- DATE: LTP4 DETAIL "B,t HOUSE AND/OR LEADERS TO BE PIPED TO ,SOF NEIN yo July 22, 2017 LTP4 POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ��P��� 0. Bq� �'.�- PROJECT No: POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC o� _7A 1015-2017 Simpson Strong—Tie Q A * DRAWN BY: p SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). * d, ; Floor—to—Floor Connections cr BDK n� �� CHECKED BY: ` DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA `rc, og1868 �'� CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. WHERE TRAFFIC IS TO BE PRESENT. 6110) P�� SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ESS1 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH IF MULTIPLE POOL SYSTEMS ARE USED g113t//7 �2 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ON EACH SIDE OF THE HOUSE THEN 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL WFCM THEY ARE TO BE CROSS-CONNECTED - DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — NOTE: THIS IS A DEMINIMIS STRUCTURUAL ADDITION, PRESCRIPTIVE METHOD FOR ONE—,AND TWO FAMILY DWELLINGS (AISIS-230) THEREFORE IT IS NOT INCREASING THE RUN-OFF ON THE PREMISES. © KEHbDESIGN•ASSMATLs 3. ICC STANDARDS ON THE DESIGNI AND CONSTRUCTION OF LOG STRUCTURES (ICC400) uc c, "i. :;:,;. -- .:,...,>i;.. ..,.•i;';... .., is //' ,: : ,'.,U;:%i.:ii. `,l'; 28'-4' M ell TEST BORE �4„ -4 „ -52.. 6'-4 „ 24„ 7,-34„ 24„ 0' KEHL DESIGN ASSOCIATES rlc Azek or Trex Decking Verify with Owner ,-10„ residential & commercial design . consulting Br. Sandy Loam -4'�-2'-5"1'-4'1-2'-5"1'-4' x 1675 O L .7 � Southold,New 11971 E Mail:pssbn654�o1,tone.net 1 See Deck Detail 2x8 ACQ FloorJoists B101cc ssbn654@optonrine.net 16"oc. It I 1 STAIR 1 LOCATION Kehl Design Associates,LLC o formerly D A K Associates,LLC Br. Sandy Loamy 4" 4" 4" 1'-4' Simpson Tydown Hanger r7� , � T � � 'I � � � � Clayey Sand � 'OWNERSHIP & USE OF DOCUMENTS: I ❑ x C 7G/,i ( x it er ❑ x10 i Yz" Goly Carrige Bolts — These drawings and specifications including the SC. ideas, design and arrangements represented „ „ _ therein, are the property of KEHL DESIGN 24 42 0 -4 0 3 ASSOCIATES, LLC. No part thereof shall be (2)2x10 ACQ Girder 6 6 copied, disclosed to others or used in connection N L ° ° io iwitch any work or project other than for which 3' 0 Hot Tub N they_ _ I � r` have been prepared without written consent. 4x4 ACQ Post See Deck Detail I A101 ° o Simpson 4x4 Post Anchor Q Q Q REV: B r. Clayey Sandy6" 1 SC. 5 k— /8"x18" Anchor Bolts � LxTDTree a x 0 7TC it er ❑ x CCE Gir e ❑ 2 x 7irder ❑ 9' d V) 24„ -1 0 � —7'-44„ o ° 7'-3"0 7'-34„ 0 24„ N � o O °N o (.o �B r. C ay 8" Sona Tube Filled with Conc. See Deck Detail Vo N N C L. A101 0 dU @ U 24„ 1,> v 7,-4,3 v -7'-3,. v 7,-34., U 24„ 1'-6" 00 1'-6" 00 1'-6" 00 10. 1 ' _ x x x x 1'-6"x 8" Conc. FootingI ❑ ir e 2x]U AC r er ❑ x ACQ Gir e ❑ 2 x C rde ❑ 03 Min. 3'-0" Below Final grade V) -� N (n #4 Rebar Stirrup around a —3' -64" - d °D d d Anchor Bolt I STAIR o=° o_° o_° LOCATION ° ° ° O ° 1'-6" r 23„ @ Qi a @ WORK NOTES: Water In Br. Clary See Deck Detain 4 Q —7 3 8c Q 3101 3 -644424Sandy Clay x N 1 -4 N 1'-4 .. cv 1 -4" CL. Deck Detail A101 x1�A r er x1�A �CCE x ACQ r er ❑ j SCALE: 1"=1'-0" EXISTING GARAGE Provide Flashing or Skirt Board at House Verify with Owner EXISTING HOUSE NOT FOR CONSTRUCTION 53' Azek or Trex Decking Verify with Owner USE UNLESS CERTIFIED BY A Water in Br. Fine ����" PROFESSIONAL to Coarse Sand 2x8 ACQ FloorJoists SW. @ 16"ac. ENGINEER Simpson Tyclown Hanger o, Y2" Galy Carrige Bolts 59' 1 N (2)2x10 ACQ Girder 4x4 ACQ Post 6. Simpson 4x4 Post Anchor PROJECT: STROU D 5/$"x 18" Anchor Bolts RESIDENCE ESIDECE HOUSE / DECK 8" Sona Tube Filled with Conc. Front Porch to be Centered on Front Door RENOVATION i� Provide Flashing —10' 480 SOUNDVIEW AVE. WEST 1'-4"x 8" Conc. Footing PECONIC, NY 11958 Min. 3'-0" Below Final grade SCTM # 1000-74-02-07 2x6 ACQ House Bm. #4 Rebar Stirrup around o Anchor Bolt o DRAWINIG TITLE: A o� q o � 102 L� @ 102 Sis"x18" Anchor Barts ID x AS NOTED N Deck Detail B101 T (2)2x10 Girder N SCALE: 1"=1'-0" NOTES: 10" Sona Tube Filled with Conc. 2' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Provide 10" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2' x 2' Conc. Footing Conc. Pier On PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Min. 3'-0" Below Final gradeFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2'x2'x1' Conc. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Footings. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: AND FRO "\j OF NEN ° July 22, 2017T POACH FOUNDATION PLAN C9 0. NO:EXISTING CONDITIONS DECK 1015-2017 SCALE: 1/4"=1'-0" DRAWN BY: NEW CONDITIONS 0 10 2 BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 081868 NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, pRoFESSIONP� SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ARE TO HAVE YxY BASE WALL OR FOUNDATION TO BE REMOVED LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 01 PLATES TO BE USED AS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WASHERS. (SIMPSON) 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL. ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48 11 cc, FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building • BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL•DESIGN•ASSOMTES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS 3, ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Hurricane Stra in /i % / 2x8 Ridgei I IMM 2x6 Rafters 16' oc. / T�( -8" 2x6 Collor Ties 32" oc. YZ" GDX Roof Sheathing KEHL DESIGN ASSOCIATES LLC 30# Felt residential & commercial design . consulting Match Existing Roof P0.Boz 1615 phone: (631)433-9084 Southold,New York 11911E-Mail: ssbn654@opionGne,nef Kehl Design Associates,LLC o formerly D A K Associates,LLC Hot Tub Strapping OWNERSHIP & USE OF DOCUMENTS: Hurricane � PP� 9 These drawings and specifications including the 2x4 Kneewall ideas, design and arrangements represented propertytherein, are the G Hurricane Strapping ASSOCIATES LLC. No pat thereof shallbe -INcopied, disclosed to others or used in connection Match ExistingFascia 2x6 Ceiling Joists 16" oc. with any work or project other than for which and Fascia Height they have been prepared without written consent. (3)2x8 Girder 12" Vented Azek Beaded Soffit REV: Provide Girder Packing As Required Azek Beaded Soffit N All Girders and Trim N to be Wrapped in Azek (3)2x8 Girder 10" HB&G Permacast 2-pc Columns. Ln MIS Ln lilt I 0" -0' 5/8" Simpson Tydown System oe Azek or Trex Decking WORK NOTES: 2x6 Floor Joists @ 16"oc. 2x4 ACQ Plate 1 (2)2x10 Girder %8"x18" Anchor Bolts --,]—1 NOT FOR CONSTRUCTION 10" Sona Tube Filled with Conc. USE UNLESS CERTIFIED BY A 2' x 2' Conc. Footing PROFESSIONAL Min. 3'-0" Below Final grade ENGINEER NEW CROSS SECTION A SCALE: 1/2"=V-0" 1,02) ❑Lll❑ RIIY� i M �❑I Iu1 11 11 11 11 1 PROJECT: UJIL ❑❑� I �❑❑i�I STROUD I _ LILLti J II II II II II II II III �I III �I II II RE E� CE I f I. � OUSE EC1% I II �1�j T 24 6 T 24 6 RENOVATION' 1 1 U L ll I L1 L1J I ❑ �I I I 480 SOUNDVIEW "E. WEST A A Li PECONIC, NY 11958 102 102 SCTM # 1000-74-02-07 DRAWING TITLE: FM ❑❑ ❑❑ 70 _❑❑ ❑❑ AS NOTED - - FIFIF-1,E] i LEI - - - i❑❑ ❑❑ - _ ❑❑ ❑_❑--- W3 56 W3 56 W3 56 W3 56 =NOTES: — THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PRDFESS10NAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE DECK AROOF PLAN PROSECUTED TO THE FULLEST EXTENT OF THE LAW CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"=V-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: pF NEIN Y� July 22, 2017 FRONT ELEVATION CO� �� �qR �'� PROJECT N0: 0 �9J, 1015-2017 SCALE: 1/4"=1'-0" * g� c. * DRAWN BY: � �� BDK n } =zv CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL `s�jA NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ROFESSIONP SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ARE TO HAVE 3"x3" BASE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF g�j3/jam Al 02 PLATES TO BE USED AS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE J PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WASHERS, (SIMPSON) 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB�—' NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: LL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL Acceptance of these drawings does not authorize the right to build without the authorization AI NUMBER: BLOCKED 48" A FOR FIRST TWO FRAME RICODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such BAYS PARALLEL TO EACH OTHER FROM RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. p Y q ©�HI•DESIGN•ASSC+CIATES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/3 'x 9/i ' LVL HEADERS 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. `