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HomeMy WebLinkAbout41907-Z ��Q�gUFFOt,�Cap, Town of Southold 12/20/2017 P.O.Box 1179 * ' 53095 Main Rd 4,j �aa� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39416 Date: 12/20/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 5160 Indian Neck Ln, Peconic SCTM#: 473889 Sec/Block/Lot: 98.4-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/16/2017 pursuant to which Building Permit No. 41907 dated 8/24/2017 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: NEW FOUNDATION UNDER AN EXISTING ACCESSORY COTTAGE,AS APPLIED FOR The certificate is issued to Branch,David&Elizabeth of the aforesaid building. r SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u( (7 ed Signature TOWN OF 'SOUTHOLD BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE o . SOUTHOLD, NY yho1 � �ap� 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#: 41907 Date: 8/24/2017 Permission is hereby granted to: Branch, David & Elizabeth 29 Richmond Hill Rd New Canaan, CT 06840 To: install a new foundation under an existing accessory cottage as applied for. At premises located at: 5160 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.4-23 Pursuant to application dated 8/16/2017 and approved by the Building Inspector. To expire on 2/23/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Buildin Ins for 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 I. 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: X (check one) Location of Property: S16 p `T nk'�,k Krk k C Y-- L A agq— F S C ov A('r.- House LHouse No. Street Hamlet Owner or Owners of Property: • �SA V ?,I Q F—t-l Z X Cali T H h ekt k cH Suffolk County Tax Map No 1000, Section 9 C8 Block ®`{ Lot 3 Subdivision Filed Map. Lot: Permit No. qlan W1 Date of Permit. Applicant: —e�E?-F—T ®. fit+L Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ App scan ignature OF SO�Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /OUNDATION 1ST [ ] ROUGH PLEtG. [ -1 FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ! - Pa✓ Q�,,V/ A 0 K .4p Vw a fq Ifj DATE D l INSPECTOR WAA �aoF sauryo ,moo �a OOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 76518®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING i STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: tocv�owsll ;(tv it 0 DATEl INSPECTOR SOUlyOlo UOUN�I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 0 [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION • [ ] FRAMING / STRAPPING [ FINAL "k"' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR "� SOF SOply �y00UM'1�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: to C fl A DATE ANSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ---------------------------------- r l 'FOUNDATION (2ND) �y I 0 � z VVV �i I t � � ROUGH FRAMING& y PLUMBING e i INSULATION PER N.Y. y STATE ENERGY CODE S 9 FINAL I ADDITIONAL COMMENTS 0 m , � � b Q H i y I i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 I Survey Southoldtownny.gov PERMIT NO. l� Check Septic Foran N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved /Z--L4120 C it to: KE9L- kQ14N IA-5W— Disapproved a/c Z zmm 1 fi- I-q Sbitf c IJ 1V 4 l ?I hone: (3l- q33—40Sy Expiration 2 20� s or ✓ D AUG 15 aAVP APPLICATION FOR BU DING PERMIT `m Date Q'8 - lL ,20 (17 BUILDING DEM INSTRUCTIONS TOWN OF SOUMOL 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. (Sia/ Sia applicant or name,if a corporation) I ?t S 1kMF- 'A3 QE (Mailing address of applicant) State whether applicant is owner, lessee, gen , architect,engineer, general contractor,electrician,plumber or builder Name of owner of premises hfw o rya EU7—A b e t ti (As on the tax roll or latest deed) If appli rat isc o ation, signature of duly authorized officer (Nae a title of corporate officer) Builders Lic nse No: NI N Plumbers License No. Electricians License No. I t-1 Other Trade's License No. T 1YAE- 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section C?O Block Lot Li'l 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy L�El'it_ F,+M#-y b. Intended use and occupancy `� sl �s I �_ - S/t4gLff F4/I/`.- 3. Nature of work(check which applicable):New Building Addition Alteration Repair , X Removal Demolition Other Work N F-W FdQ i4d 68j t O Ki (Description) 4. Estimated Cost I�IO�� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Nft- Number of dwelling units on each floor Ill/ If garage, number of cars-NA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existg structures, if any: Front ��@-y�� , a� Rear 3�/ L(��( Depth i Height I? LC y" Number of Stories �I Dimensions of same structure with alterations or additions: Front 3 L1 `//y Rear 3 cI `'qyLt Depth '17!-1'k Height 12,19 '/tF " Number of Stories 1 I � is @ � t° 0 8. Dimensions of entire new construction: Front 3q1 Rear 3 Lf`q `1 Depth—17 Height l '-�`` Number of Stories NA ME-LJ Fov NIQI:�i 16M L 9. Size of lot:Front ► Rear r7���'� Depth 2017. s78 a 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated toy k tAOL A 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO _r>� Will excess fill be removed from premises?YES NO ZO µ," KA 14.Names of Owner of premises Ems`zAr z\-k+ 94A jctk Address eve Caq-kP'A0 (T p("13%one No. Name of Architect &%k-,id's t�f4 Ass,;L- L-i`- Address 26s_T ts,-A 0 k F L-*-( Phone No 1931-y3 3-2 c 3 Y Name of Contractor :J-6i4 c Rang'nntc Address 13%0 O xkw"N L.. Phone No. 631- 15 31-15 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 k 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_X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SufTaLIL ) is; xF_t}4,_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the A N ti Notary Public,State of Now York N10nisuelewue (Contractor, gent, orporate Officer, etc.) Ouailfied In Suffolk County Commlesion Expires April 14,2 10 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 before me this day of 20jT Notary Public Signa of Applicant I < C�(0)�E���IL\SVA\TJEIK SI Scott A. Russell SUPERVISOR f i B 1\\4A\NA(G1E1\M11EN`]F SOUTHOLD TOWN HALL-P_O.Box 1179 �]-'own �f Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 CHAYTER 236 - STORM WATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPL n Yes No 00 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: [N C. Site preparation on slopes which exceed 1.0 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑R E. Site preparation within the one-hundred-year floodplain as depicted -=-en==1 ' Rlfap ❑® 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 Tag 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. S.C_T_M_ #_ 1000 Date: APPLICANT- (Property owner,Design Professional,Agent_Contractor,Other) District `�� 0 Oq 3 NAME a Section Block Lot KI 1'C;R IiLiIL DIING DEPARTMI NT SSL UAL; Contact Inforrmtiore 7dMm<�bmn.r Reviewed By Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — y�( Approved for processing Building Permit. L A+4rzt Stormwater Management Control Plan Not Required Pecoj-.,L myF1StormwaterManagement Control Plan is Required. (Forwardto Engineering.Department for Review-) FORM " SMCP -TOS MAY 2014 Town Hall Annex i 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 TYPECONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Ru,� C�,,►zn,L:T N 1E�0�c-k+ ` 5(60, '=rr1A(AA Nrr_-4_ t—AMF Location of Property: �s«<,A -if- /oap cls Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure i ' 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) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submittingis form): . if L Capacity(check applicable line): Owner c� Owner representative TnissRegl5.docx Effective 1/112015 (5f�g58.z 1�Dl9N NECK RpAD .mix E•ts O °''0 � k � 2 � c� SURVEY OF PROPERTY SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Q S C TAX No. 1000-98-04-23 SCALE 1"=60' FEBRUARY 15, 2006 u.Rcx 20 20BADD.WELL h OESSPOL LCLAMN5 t SEPTEMBER la 20 0]ADDED PROPOSED ADDIIDNS NARLH 10 2DOB RMSCD PROPDSED ADDY— APF9L 15 208 REWSED PROPOSED ADDMDNS YAY]2010 RMSED PRDPo9E0 A0MON5 5 JUNC 2J-REY SRE PVN JULY 20 2010 REVISED FROPO—a 0 SY" SE—FER 21 2010 FOVXOATKIN LDCAIOM FOR AODIIION ARF1=19!,]5601 eq R �R,.D Ana eR f •.. XP7ES. 1 AHT WETLAHO 0 RE SUBJECT TO VERIf14lON BY NEW YORK STATE AND/OR OTHCR PEGuuLORT AGENLIEi 2 FLOOD 20NE INFORYAIDN TAKEN FRON- O fL000 MSIIRAN.RATE YAP No]a10-1.1° 1 Z EE BASE ROOD Y =A ¢EVAlOxS 0.rDwixEO DCRRNNED TO BE ONSOf 500-vFAR ROWPVIY wt[ —I HOLE DATA DETAIL SLALC 1•o2D ,..e,.�. 6 411, i tt �� 1 U tAl `- SEE DETAIL t +°.y �.� r`' '•t self r=x0• 16, OF °0 E yr `/ W If u 1;s rt • ,_ /� L ala ." iosaAo ,`< Nathan Taft Corwin Land Surveyor w r r/ f/ i R0 t Iv�A� IN S(REE1� r I.��IA1� IP�Bua W SURVEY OF PROPERTY o SI T UA TET '-5Ot' .-Lo EDGE OF RANFNENI 152 p0. �� E P I N �• 3' x Wp VER R s�µp0a 30" w TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: 3,6 vA MFS 5 75.52 U 1 REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS FOUND3,9.'"C. O TEMPORARY STOCKPILE STABILIZATION MEASURES INCSHALL BE DRY AND STABLE. TOWN OF S O U T H O L D MON• VEGETATIVE COVERMULCHNONINCLUDE , , VEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. R PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH �/�� FOM �S. O ,A.0 ?�� LA STABILIZATION MEASURE(S) SELECTED SHOULD BE PILE SHALL BE SURROUNDED WITH EITHER SILT SUFFOLK COUNTY, N Y Y YORK 4 APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, FENCING OR STRAW BALES, THEN STABILIZED WITH o AND REQUIRED PERIOD OF USE. VEGETATION OR COVERED. S.C. TAX No. 1000-98-04-23 ? y y y y y 2 SLOPE OR LESS y y y y y y 1 SCALE 1 "=60' FEBRUARY 15, 2006 oy y y y y y y MARCH 20, 2006 ADDED WELL & CESSPOOL LOCATIONS - 51 ,N000 E y y y y y ,,, N, sttw y y SEPTEMBER 18, 2007 ADDED PROPOSED ADDITIONS y y y y y } y 11, MARCH 18, 2008 REVISED PROPOSED ADDITIONS y ,}, y y y y APRIL 15, 2008 REVISED PROPOSED ADDITIONS y y y y y y y MAY 3, 2010 REVISED PROPOSED ADDITIONS N400- JUNE 2, 2010 REVISED SITE PLAN JULY 20, 2010 REVISED PROPOSED SEPTIC SYSTEM STRAW BALES OR SILT FENCE SEPTEMBER 21 , 2010 FOUNDATION LOCATION FOR ADDITION STASOIL STOCKPILE JUNE 7, 2011 FINAL SURVEY SE�WppDST`�E WITH BVEGETATIOILIZE N EORILCOVER (NOT TO SCALE) OCTOBER 26, 2015 ADD PROPOSED COTTAGE r JANUARY 5, 2016 RELOCATED PROPOSED COTTAGE H APRIL 6, 2016 RELOCATED PROPOSED COTTAGE STORMWATER MANACEMENT NOTES' AREA = 186,356 sq. ft. O 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING (TO TIE LINE) 4,275 ac. AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS ( CO MO" OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 1 DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS I o.�fl TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE y SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE ` SCREEN IS REMOVED. NOTES: 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL N o� BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 1 . ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION SCREEN AT THE BASE DOF THE REQUIRED SILT SCREEN. THE BALES BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. R SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN As IS O NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 2. FLOOD ZONE INFORMATION TAKEN FROM: TEST HOLE DATA AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE FLOOD INSURANCE RATE MAP No. 36103CO1 64 G (TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 8, 2007) OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES� SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED EL ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 11.5' UPLAND LOCATION BEFORE,THE BALES THEMSELVES ARE REMOVED. DARK BROWN SANDY LOAM OL i1 I 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. 0.5' 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. BNOWN SILIY SANU S::. �1 \ ' 6 ONATHESPRAND GILT TRESIDEN THAT EMPTY INTO DRYWELLS SHALL DE INSTALLED 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUMf p5E EXISTING ELEVATIONS ARE SHOWN THUS: 2 t 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALT_ BE DIRECTED TO DRYWELLS. EXISTING CONTOUR LINES ARE SHOWN THUS: -----------5----______ + CO"r.MON. o+�GE 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF PALE BROWN FINE SAND SP I FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. F.FL - FIRST FLOOR ..%�a ,. •. , 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE G'FL - GARAGE FLOOR ( £ t-` SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF T. - TOP OF BULKHEAD B'1 - BOTTOM OF BULKHEAD ELFINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, 6.8. . . j WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE T.W. - TOP OF WALL e"/ O B.W. - BOTTOM OF WALL VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING 4. MINIMUM SEPTIC TANK CAPACITY FOR COTTAGE IS 1 ,000 GALLONS. ° PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP ° AND GROWTH. f" 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA WATER IN PALE BROWN FlNE SANG SP 5. MINIMUM LEACHING SYSTEM FOR COTTAGE IS 300 sq ft SIDEWALL AREA. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGERTHAN 1 SQUARE Foor IN SIZE. E 2 POOLS; 6' DEEP, 8' dia. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 17' a.s' SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF PROPOSED EXPANSION POOL OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO PROPOSED LEACHING POOL FcoHc°Mo" THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ED PROPOSED SEPTIC TANK CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. a 6 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD xz, f r OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 14 y TYPICAL STORMWATER UNIT o O (TOPS TO BE TRAFFIC BEARING) DRAINAGE SYSTEM CALCULATIONS: (NOT TO SCALE) bJ f COTTAGE AREA: CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) 1,248 sq, ft. FINISHED GRADE OR 6' THICK REINFORCED GONG. COVER 1,248 sq. ft. X 0.17 = 212 cu. ft. 8" TRAFFIC BEARING SLAB 1'-0" 212 cu. ft. / 42.2 = 5 vertical ft. of 8' dia. leaching pool required DETAIL (max> PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOL SCALE 1 '=20' f PIPE FROM ROOF GUTTERS TI.NG MON. B. CRUSHED 3/4" - 1-1/2" STONE 1 o ALL AROUND \ £ I LEACHING RINGS 0D REINFORCED PRECAST CONC. 3'-0' 4000 PSI O 28 DAYS 1 3'-0' 1 1 (min.) 4' (min.) 11 11 It 1 P•p ��aGPt\� 111 f ROI'd OF NAY BALn t SILT FENGE I / I c _ I ��/ \ N E FOUNo MO"• GROUND WATER x22 Olt" \ CP P \ TO 1\-E 10•MIN. \ ya,1\`' ? 1 \\ \' 15TIN6 GCIFT 17 1 OaQ�OQ�`'�\ \\\ p9E� A,,�O/C� 11 y EXTRA STRENGTH FILTER FABRIC POSTL(OR OOD \ I CE%4P'��P \\ _r :...:.:::?Fr:;::5'.'•:`. IftvT\W %\ \\EX15TD`GLEE1.1tTH 11 REO'D. WITHOUT WIRE MESH SUPPORT 1\ \\ H/NGpoo o � ::;:;e % , \ \N PGTPN� �y 1 O R -� � � 10' MAX. O.C. SPACING 1 \ o Rfl :: 1 \ I eF r.;. :i;:::::r`:?;S'2:>:.: 6 / / \ a 1 W/ WIRE SUPPORT FENCE c to }:•':.;:':'.'.''`i: �-.:::..:::::::::::::::::::' . ��.,\ 6' MAX. O.C. SPACING W/0 WIRE SUPPORT FENCE ....... `�'l\' ..::�...:: `'.;...:::! LOW 1 � £ I \ : a•%'\ s tea, \° 0 v°`f"i :;;:�;''"''`''.'��,�0 �° /�1 \ 1 � ENCE �+ .`:�,''. F 1 >.m � I FSC �/ '(' ::'::{: ::!�;:;�NVI•SJ,`::?`�:+s::.:f: �. \ 1 \ 1 r 0.5 E. !•. ,, 1 1 cy.'.,. 'c:< :.:.;•:. ZP_ pEE F £ r o �C� ATTACH FILTER FABRIC SECURELY q TO UPSTREAM SIDE OF POST \ t� .. 1 'P b. 1 ...::._...' "'i:;::l ,;::>.,;,, ,,, ;,,,,,�;'...:..F�;;':;;::: : ,' �,QIP• �UL1-0p 11 y o r..\ .. CL 1\ o / •' . i ��o C' y;L#;. `i`i „ �.' I..., 1 O o r/ �� \\/ > SILT FENCE DETAIL S Z CP -� l` NOT TO SCALE v , a \p� /� \ R FFTCE T,�7 NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO < P \ 1 1 x ^ r / 0 / 2s m cE vosT LA , MAXiMiZE -rONDiNG EFFiCiENCY. INSPECT AND REPAIR SILT FENCE AFTER 11 I a4E // \ /.'' x yt\\`�S h\ \I OBE r p Oro SEDIMENT O SHALL RM EBE DEPOSITED TONT AND REMOVE SAN AREA EDIMENT WTHAT WILL NOT ALLOW HEN NECESSARY. REMOVED fou N�MON. 1� rr" OFF-SITE TRANSPORT. a. /x\ \\\ \\ 1 4 CON o 1 I / / \\ > r / 0 \ o G io.s cyp9c HAY BALES 2,.X2" STAKES \ �� F \\ B 1 (TWO EACH BALE) FLOW 0 1 11\ .''x 1\\ % ' f •4'x11:4 \ �� 1\ --- ° BACKFILLED GRADE COMPACT\ � .1 \\ m 11 4, -� i- 34Op DRAINAGE `9 1 :r INLET CE W'CE PO4 k WIRE 11 \�\\ a a, ♦\ ��\\ x 1\ f ODUN MON. r0 BALES TO BE SET IN 4" TRENCH / \ � � •„ �\ 1 � ELEVATION x f1.7 ��ro HAYBALE BARRIER @ INLETS (NOT TO SCALE) 1 / " 1 \\\ 11.0 \ 111 e \ 12.,E \\\ � .� \\ 11 SE1,N000�''KE O 3 \ \II , .n.• ^x \\\ e�. a \I t' 1\ y `� 36" HIGH POLE (MAX.) / •`a 1 0 1 o STEEL OR WOOD POST 1 y O \I � \\ • TEST HOLE \\ \, ..•., \\ EL 11.5* O 1 OW \ 1 / \ x t2.2 1 x12.4 x cl ,2.J li i 11 EIm� w000 10 �\��� \• 4" X 6" TRENCH 11\ .•.'•_! I G���'L \ cZib WIRE FENCE FF 5',CE tT! /\ /\/ 1 °• I �o 1 1\ k volt ° W/ COMPACTED <. ems' BACKFILL a... � 1 vim'•'"1 11 `-� o 1 � •a. o H '4.. '. •. \0 11 x 11.9 11 \I P TRENCH DF,TAIL \ 1o.e 111 *`I (NOT TO SCALE) 401 N \I o 0Qd P 112 \I 1 S r y 06 I 1111 cO1t 10 1` yFQS s•x55 rye `300 r II\ 111 £ t 5 E 1 4bti 'fou MON 1\ .0 0 I �• .59,.'' \\ \I B WIRE Z 1 12.8 .B W se,WpOD ST xE NHflfl 88, CP .^ "Q, '��� 0' / �\ /' � ^�� SEE DETAIL / r"I %S1P•xE �00 10.8 > 1 hn�pGF1D J ,NEU- \ / -A IV // \ /0` / IGF I rO / ,/ / / 1b6 xi'_` �� ��' / % // V os, r, £ TEST HOLE \\ 1 n _5.8 x G / CA /' 1 xA- A PREPARED IN ACCORDANCE WITH THE MINIMUM \ °ti°ti° / / / 0°�\° ' / ' + ' \1 NCO • G) \� 300, 11� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L,S,-AND.APPROVED AND ADOPTED FOR SUCH-USE BY.THE NEW YORK STATE LAND \\\ ,/ / // oyN' / °00\°�\ TITLE ASSOCIATION.; i.','i \ / j C15 zn \ c9/h aF 1.1 x ' / ///' /' 11 boy fi°�d' I01 5� 2 AV 63 5-2 (, 1106 30 , �,.77?? � -,. • Pv to I go -�.-•'` N.Y.S. Lic. No. 50467 / / / e \\ ZONE X / /,/eJr °K`F� �'t' \\ °=•°F 1 / / j / /i �0 \ '�, e \ ZONE AE (EL. B) i /' / /' '01 UNAUTHORIZED ALTERATION OR ADDITION \\ // // // \° �� \\\ 0 SE THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin "' SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. \ ZONE' X COPIES OF THIS SURVEY MAP NOT BEARING / '/ ZONE Land Surveyor THE LAND SURVEYOR'S INKED SEAL SI 'E EL. 40 V EMBOSSED SEAL SHALL NOT BE CONSIDERED \ ' / % TO BE A VALID TRUE COPY. / Iry \\\�� // � 4 g � ��. CERTIFICATIONS INDICATED HEREON SHALL RUN \\ // / /// \ Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY \\O�4 IS PREPARED, AND ON HIS BEHALF TO THE \\\\ 3 // �� \\ V �V Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Ci LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 `-00, � OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS �vw 1586 Main Road P.O. Box 16 AND, N EASEMENTS OF RECORD, N \\ ti O Jamesport, New York 11947 Jarresport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. \ v� 26-022F GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION '' C 0 N T R A C T 0 R N T E General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 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: 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN KEHLDESIGN ASSOCIATES LLC 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 D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTUR REST' [) A1lll f,R U 11 PO.Box 1675 phone; 1631 433-9094 BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. �1T BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. !+ �'� i' tl '� 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. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold, 11971 E-Mail: ssbn654@0 ionline,net 3. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. �-'I�'� �B� °��������f��� p MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK -g- �+ 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, 'Vv"ITHOU T CER 1 IFICAI Kehl DesignAssociaTes,LLCoformerlyDAKAssocioTes,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWIN d x��%tea'..� � Jr��i'�r.-/ 4. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOU �� OC L ��� ��'+! OWNERSHIP & USE OF DOCUMENTS: �y -�1 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 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 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. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN 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. 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 TRADES: 8. 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 7 E = 1 ,600,000 PSI 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. (`�., ' " �i` 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 PERTODTCAL`LY' TO-�AVO`ID',YX�CESrSIVE ''4r' "`' REQUIRED 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. ' ; =1' � i - THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI -- 9' ~ n�'"' �' f G i;'DTIFY : �f`.PTf.I; NT A`i 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,-T;O--FRIDAY,-, 765-1F02 8 l i+l T''' 4-" FOR THE 10. B. EXCEPT LEGAL HOLIDAYS. `�� FOLLOWiNCz INSPcCTIO�N'J: ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED P,;RTIES TO-WORK OTl1ER THA EGULAR HOURS. 1• FOUINDA HON - TWO REQUIRED 11 . A 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. FOR -F..r__D CN'G &r PLUi�fryING _ 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 O1R WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 2• ROUGH rH FEir",i:il;jG WILL BE ALLOWED TO COMMENCE UNTIL THIIS 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 3. INSULATION 1 2. INCONVENIENCES TO THE OTHER NEIGHHBORS. 4. FINAL - COi ISTRUCTION MUST 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 BE COMPLETE FO;i C.O. RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS ALL CONSTRUCTION MI ET THE 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM REQUIF?17M1_P!T S OF THE CODES OF NEW THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND 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 YORK STATE. NOT RESPONSIBLE FOR HE WILL BE RESPONSIBLE FOR ALL DISCONINECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO 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 DESIGN OR CONSTRUCTION ERRORS. 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 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 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 RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETf CONDITIONS FOR LIFE AND PROPERTY AS ARE 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, LL.C. 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. NOTFOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS .AGREEMENT. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS CONSTRUCTION SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE y N 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 REQU!REMENTS 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 PROFESSIONAL LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0 1M,ODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ' TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE - UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT 0 OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATUNAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND f ESCUE REQUIREMENTS. 1609.1.2 PROTECTION of OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL IBE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS i j, k OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 RESIDENTIAL R-3 (SINGLE FAMILY) UNINHABITABLE ATTICS WITH LIMITED STORAGE ' 20 REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS k 30 REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996.OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. REQUI TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 11996, V B ALL OTHER AREAS 40 EXCEPTION: NO SUBSTITUTIONS HEIGHT AND FIRE AREA STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/46 INCH (11.1mm) AND All framing hardware shown on these plans, PROJECT: ONE - AND TWO- FAMILY DWELLINGS I IMAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING unless otherwise indicated, is Simpson Strong-Tie. z 2 PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR NO substitutions are approved or authorized. HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm 1 SQUARE FOOT = 0.0929 m LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL PP 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE BRANCH HEIGHT, BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due to the relationships of framing hardware to THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED P g the other components of the structure, any framing PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO GUEST HOUSE UNLIMITED AREA RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THF HIGHEST ROOF SURFACE 3 STORY 4.5 INCHES. hardware substitutions will render these plans THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE ='9=_ff_" 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 1. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT i 0 "AT 10 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 (13,716rnm) OR LESS WHERE assuming responsibility for the design and iii INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE of Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH performance of the entire system. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). 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 GREENHOUSES THAT ARE 5160 INDIAN BECK LANE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT �+ TOTAL HEIGHT FROM RIDGE TO GRADE 12'-9Y4" 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 ll, 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 (18,288mm) 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( 1000-98-04-23 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 PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 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 BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER L 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.AIS1 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 INCHES DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING ( ) NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. 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 NEW CRAWL SPACE 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. BASEMENNA BASED ANCHOR WITH 2 16 10 8 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE ROOMS. N0. 8 WOOD SCREW- DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR T EX. FIRST FLOOR NA INCH EMBEDMENT LENGTH UNFORESEEN (FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. 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 SECOND FLOOR NA INCH EMBEDMENT LENGTH NEW BALCONY NA Y4 INCH DIAMETER LAGSCREW- July 5, 2017 LOFT NA BASED ANCHOR WITH 2 16 12 9 PROJECT NO: ATTIC Hou SE a NA © COPYRIGHT NS KEHL DESIGN ASSOCIATES LLC. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH 1 01 4-2017 ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. DRAWN BY: GARAGE NA OF NEWBDK ATTIC (GARAGE)(a) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT p'a� YO OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound(SEE PAGE A102 FOR DETAILS) = 4.448 N, 1 mile per hour = 0.447 m/s WRITTEN AUTHORIZATIONg� �( O.Bq CHECKED BY: BONUS ROOM NA INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. SCREENED PORCHES NA a. This table is hosed on 140 mph wind speed and a 45-foo .'t mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF O�� 9�, . -� EET NUMBER: SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. * r, Y NEW DECK NA Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE r. g COVERED PORCHES NA c, Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN n NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. q 7W `� COVERED ENTRANCE G1 08186$ EXISTING GUEST HOUSE AREA 415 sgft a minimum of 2Y2 inches from the edge of concrete block. or concrete. pAcceptance of these drawings does not authorize the right to build without N n s ,40F N EXISTING COVERED PORCH 133 sgft d. Where panel are attached to masonry or masonry stucco, they shall be attached P g g ESSI0- NEW GUEST HOUSE AREA NA using vibration resistent anchors having a minimum ultimatte withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. �. DOB NUMBER: OF De ACCESSORY STRUCTURE NA of 1,500 pounds. of Health Services, Town Buildingortments, DEC, FEMA, etc. P Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © KEIUrDESIGN-ASSOCIATES,uc (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION �, �, /, USE A MINIMUM OFDOUG TWo 8d NAILS THIS MTS 2 0 L TS 2 0 % �, s. —r = L SIDE OF TRUSS. PROVIDE (1) HGA10KT ON j�' �,!;,• FASTENERS �M�` ALLOWABLE LOADS 12 LOAD ° SIDE OF CEILING JOIST /%�� WITH / , O ° MODEL GA UPLIFT UPLIFT CODE /! LATERAL TOTAL FOUR o AND ON SIDE OF RAFTER NO. TO AVG (133/160) NAILS' REF, 8d NAILS o° TO TO NAILS INTO TRUSS, i,iy LII IU- I ISI u � y ' RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& 0 TRUSS =.= SIMPSO ;r STU "— NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE—N TTS TAKE—UP WASHER UBL DESIGN ASSOCIATES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND ='� _�— PROPER INSTALLATION PROCEDURES •j— 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 P0.Box 1675 hone: 631 433 4084 DIMENSIONS TWO o (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o p MODEL GA ULT. LFTA2 LFTA RODE INTO ° • • ° Southold,New York 11911 E-Mail: ssbn654C�optonline.net N0. IDT CLEAR PLATES °po o° WIDTHSPAN L QTY DIA 1}„ 2" 22" 3" 31" 12" 2" 21" 3" 32° , EIGHT 8d NAILS ° '• , INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2"" 17" 381"16-10d — 4200 1205 1400 S, 44, 85 / .. STUD OWNERSHIP & USE OF DOCUMENTS: DIR LARCH / S0. PINE FASTENERS ALLOWABLE UPLIFT LOADS a These drawings and specifications including the ALLOW MODEL L AVG 10d 10d x 12" CODE NO. ULT. REF. LFTA ° tod 1od x t " 16O) (133) (1s0) LS TA 21 ideas, design and arrangements represented 2 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 MTS16 16 14-10d 14-10d x 12" 3116 1000 840 10oo 3, 41, 128 ° HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 12 3116 1000 840 1000 3, 41, 128 ° "t " they have been prepared without written consent. ARTJ'x12 °° DETAIL K 0 LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 _ o COUPLER NUT DETAIL "E" o STU 8"— DOUG—FIR—LARCH Equal number of °° �SIMPSON SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. specified nails In ° TAKE—UP WASHER MODEL CONNEC— OF LOAD FLOOR ROOF (133/ each end Simpson Strong—Tie NO. TION (100) (125) 160 G 515 645 670 l• C S1 6 g ARTg"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H'1 H 1 515 645 670 MATERIAL DIMENSICJNS FASTENERS ALLOWABLE TENSION LOADS''7'9(DF/SP) (133) HOEDOWN HOLDOWN ARTR"x12 DEFLECTION DEFLECTION CODE MODEL STUD LENGTH OF BOLT 2.3 AT HIGHEST MACHINE AVG AT HIGHEST REF. N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE 7BASEBODY a BOLTS ALLOWABLE GA HB SB W H B SO CL DIAS e DESIGN LOAD DESIGN o°QTY DIA 12" 2" 22" 3" 32" 52" LOAD WHEN RAISED OFF ° o THE SILL PLAT 0 o HD2A 16 12 1 4"' 1 22" 2" 8" 2{ 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. , AVG OF / SP CODE _W7 L STUD PLATE ULT. (13.3)2 (160) REF. SP4 3{ 71" —10d x 12" 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA NO. W L NAILS FLOOR (133) (160) REF. o 100 ° WORK MOTES: LSTA21 20 11" 21 ____Ti3'_-1Ud 905 1 1205 1 1295 7, 40, 90 0o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. CA yy L NAILS FLOOR (133) (160) REF. rJ 100Simpson Strong—Tie STU g — MSTA24 18 1 24 18-10d 1 1025 1 1370 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46 L SPACING REF. HD2A TAKE—SIMPSON ®,OT �Op� TAKE-UP WASHER `'� K N0. (LENGTH END GA CUT LENGTH (TOTAL) t 2 CONSTRUCTION (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE USE UNLESS DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL Drv. D —FIR AR H PIN A wA LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GAHEADERS AWG UPLIFT FLOOR too Show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 1T" W H B 10d 16d JOISTS ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. i CERTIFIED BY A LUS46 18 3 " 4"" 2 4-16d 4-16d 60776 1140 1160 — 1000 1150 — 1250 7, 40, 127 DETAIL "I" CN W— COUPLER NUT PROFESSIONAL HUS210-2 14 3d" 9{�" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 DOUG—FIR R PIN ALLOWABLE A ART 'x12 STU 8'— DEL FASTENERS AWG UPLIFT UPLIFT LATERAL CODE SIMPSON ENGINEER MO N D GA (133/160) REF. ULT. TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4—SDS""x12" 4—SDS""x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW— COUPLER NUT S P 4 TOTAL FOUR /. m SE A MINIMUM OF 8d NAILS TWO Bd NAILS THIS INTO TRUSS. SIDE OF TRUSS. MTS16 MTS16 SIMPSON STU LSTA21 SIMPSON ANCHOR BOLTS TAKE—UP WASHER TOTAL FOUR /. ® HD2A —Tie Stron INTO TILS RUSS. LSTA21 HUS210-2 PROJECT: ® BrIk NCH TWO AILS ° °° F1 0< SN GUEST HOUSE TO PLATES FOUDATIO TWO ° SdG NAILS 8d NAILS � INTO INTO It It STUD Simpson Strong—Tie PLATES °p° DETAI IL A H7 EIGHT 8d NAILS ® DETAIL "D" DETAIL "G" DETAIL "J" INTO 5160 INDIAN NECK LANE, STUD Simpson Strong—Tie ° H7 Simpson Strong-Tie LFTA ROD SYSTEM DETAIL "L" PECONIC, NY 11958 LFTATTI Q w EFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NO SUBSTITUTIONS SCTM # 1000-98-04-23 --.NOFF FAC_ -FF__ TORS ASPHALT = 1.0- — Ridge Strapping All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. BP RUN , ROOF = 1.0 LSTAK No substitutions are approved or authorized. DRAWING TITLE: 1'-0" DEEP POOL x 4' DIA ==12.58 cu,ft. per vertical ft. 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 cu.ft. per vertical ft. p g p SIMPSON WINDLOAD 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 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 ROOF AREA = 693 sq/ft / STRONG - TIE DETAILS V = AxRxc & ROOF DRAINAGE LTP4 A = 693 sq/ft CALCULATIONS AND LTP4 R = 2" RAINFALL = .17 ft PLUMBING RISER DIAGRAM LTP4 C = COEFF. = 1.0 DETAIL "C" V = 693 x 1 X .166667 = 115.5 C.f. NTTHE E PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 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 115.5 / 42.25 VERTICAL FT. / FT = 2.734 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-t o-FI o o r Connections , n DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE (1) 8 DIA. POOL 3-0 DEEP = 3 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" HOUSE AND/OR LEADERS TO BE PIPED TO i July 5, 2017 LTP4 PROJECT NO: POOLS 1 2 OF THE ROOF TO DRAIN TO EACH 1014-2017 Simpson Strong-Tie POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC DRAWN BY: Floor-to-Floor Connections SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). OF NEW BDK CO�P 0'p.� 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 > �'py� CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. WHERE TRAFFIC IS TO BE PRESENT. SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THEQ LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH IF MULTIPLE POOL SYSTEMS ARE USED THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ON EACH SIDE OF THE HOUSE THEN s� X81868 � G2 0 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) THEY ARE TO BE CROSS-CONNECTED �'ORoFF S1ONP��� UOB NUMBLR: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - NOTE: THIS IS A PRE-EXISTING ACCESSORY STRUCTURE �� r• PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) THEREFORE IT IS NOT INCREASING THE RUN-OFF 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ON THE PREMISES. © KE&DES1GN•ASSOCIATES,uc