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HomeMy WebLinkAbout40623-Z 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 /1 / Survey SoutholdTown.NorthFork.net PERMIT NO. v(P 2,3 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 'L ,20 I/(f Single&Separate Storm-Water Assessment Form Contact: Approved I C ,20 f % Mail to:FredC rrc IL 4CI1,S"f...__ Disapproved a/c 3l Cii.. S+nu St. ( irdz"G'Ii Ftp JlLIS) / Phone:Sl(0 31$ /807 cell Expirationj „ 20� 1 I Slb ?,a� (nG3& kSrnL D` :L 7I Build t , ,. .r - .20116 APPLICATION FOR BUILDING PERMIT ' r I Date .J a i 20 I 10 Q TO OF•s Ow INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) Ni )1ci'.49 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises '-'r ('11C (L_ t- -(Ly- s (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: .Q.S 4),s'l-\A) Cn po r'4-w House Number Street Hamlet County Tax Map No. 1000 Section 33 Block" :2, Lot__ S 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 Dec IL b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition 1/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use, 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories - 8. Dimensions of entire new construction: Front Rear pt a Height Number of Stories ,r1n, 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill1De removed from premises?YES NO 14.Names of Owner of premises Address Phone No, Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of_..Ai 20A0NNIE D.BUNCH rie , , r Notary FN'outt,BStattitsof New Yo I ,V\ Notary Public Qualified el Stiff°1k 4 Signature of Applicant Commission Expires April14,ZriciA,0 -,',V ',-.: ,, ,, Scott A. Russell :9- ,s::y,----,----,-------,s-\,-o ,',,,, STORM[WA.TER `. ( ((, ,,% , SUPERVISOR :'i 2 ( ---`7 ) ,411 M[ANAGrEMENT SOUTHOLD TO'WN HALL-P.O.Box 1179 \ )).„-, :/// 53095 Main Road-SOUTHOLD,NEW YORK 11971 r' 4.7. ''"--:------._,& , Town of Southold ...z.2-7,-,,,,L-- c i °TER 236 - STO ' ATER A AGEMENT WO 9 SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOL ' ANY OF THE FOLLO" [NG: (CHECK ALL THAT APPLY) Yes No • agt A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 0[2 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Op C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 0 Ey D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 00/E. Site preparation within the one-hundred-year floodplain as depicted -on FIRM-Map-of any wateFcourse.- El F2 F. Installation of new r resurface4 impervious surfaces of 1,000 ssuare 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, 1 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 V III 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 NAME nit: 7 '1 f-,}7 C ki....J: _ Sect loi717 Block i.ot ---- FOR BUILDING DEPAR)-AILN T Contact Infurrnation,51 Co318 19, 0- \ i ("Th Reviewed By: - 1 _ 1 - Date. H ill ((c Property Address / Location of Construct ion Work ILLS tv-ii Ove-of, La vir a Approve( for processing Building Permit. Stormwater Management Control Plan Not Required. CI • i 6;-1,--If c 11,2 cr , -1_, kr--I 1 tot ,1_ _ ri Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM ' SMCP TOS MAY 2014 625096 T(TL-a i-10, ST-S-89 84 l�4) m 7 ,L..18c..."cal 'c Dc:7 10.00 ,_....+C- FE. i 0 O'"0 d.0 a _ lb 9 °I.5 m u. t'' Q '.'(.3 24., al 3.6•G 1 N J �} 0 , '-^iM-•nd 32.3 "..-...2 x e o 1 J 7 1 p Q I d 3 3d3° J n r? I <<>) 0 m 0 ; ftz . ., l 9> a ra n L --, a r lbo (n 8 i ��dMj �7� V' f oQ E [ 90 0 - m n `F, 7 (- ,u c_Hs,.r Li..ait Ft= A Y I �pc y 3 _.....,.yam . , ^,pyo lSC)-oo / &J1_& 7 Po wa 120 (7 C. ,27-, 'r�-C„ 0-JL'T To: STe_k..l AFLT T rT G..E. 1.1 SLI(-A,�J c . Gs, Fszac7 /2.fc k. ge.RIg$7 «2o4_Y.-I 4E12-6ST k',AEI/141-N HOME: ito(LT'GAG.- NOTE : 1)SAME AS DIST: loon ,SECT: 33 ,BLK: 2 LOT: 5 ,ON SUFFOLK COUNTY TAX MAPS. 2)THE EXISTENCE OF ANY RIGHT OF WAYS AND OR EASEMENT OF RECORD,IF ANY NOT SHOWN,NOT GUARANTEED. *UNATHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. *COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. *CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON THEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LEADING INSTITUTION LISTED HEREON,CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUEFIT OWNERS. °THE OFFSETS FROM PROPERTY LINES SHOWN HEREON ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES,RETAINING WALLS,POOLS, BUILDINGS.ADDITIONS,AND OR OTHER CONSTRUCTION. *COVENANTS AND RESTRICTIONS,IF ANY,NOT INDICATED OR SHOWN UNLESS REQUESTED IN WRITING BY CLIENTS OR THEIR REPRESENTATIVE. PRIOR TO SURVEY BEING DONE. 0 COPYRIGHT BY ROBERT B.HOLZMAN LAND SURVEYOR,AS PER ORIGINAL DATE SHOWN ON SURVEY. ♦ I _ SURVEY OF (-4T -,3 I 1..1 AP OF SSG?/c,A.1 TkJo Eip sig CZ..&a .50/40X2 e'S � 4 I r:AT cP F/Ll..1c : iiJc JJbr ro r' �/LEo 44,144F.i-Jo. 442G. N ,, G12E.e id POR T, T°...l,1 oSo./T'i-iol_v , St..J o,k-co.-1uTY,tiE.W Yoriv- Vv, , ° , © BY ROBERT B. HOLZMAN, L.S. 2007 ,,' "', LICENSED LAND SURVEYOR, N.Y.S. LIC. # 49176 !■F �1 1029 WILLIAM FLOYD PARKWAY, SUITE 3, SHIRLEY, NY 11967 PHONE #: 631-281-0162 FAX #: 631-281-0292 DATE: F--IAY' io 4 100-1 I SCALE: I"= ' o. J FILE: Iona- 33- 2-5 A[ssesco DECKING A5 SELECTED BY OWNER L-a ; INSTALL DECK JOIST WALL B MOUNTED SHOWER - REMOVE EXISTING DOOR$ A-i PATCH WALL TO MATCH DECKING NOTE: VERIFY THAT SELECTED DECK HEAD MIXING VALVE EXISTING- FINISH SHOWER SPAN WITH MANUFACTURER PRIOR TO PLACING - LOCATION AS PER IT---. SIDE OF WALL AS EXISTING GARAGE DECK JOISTS - ADJUST SPACING TO 12" O.C. IF X 12'-0" / 12'-0" OWNER 8'-G," .. II G- DIRECTED NO CHANGE RECOMMENDED BY DECKING MANUFACTURER / r 1 = EXISTING HOUSE +1 II 1 f // SIMPSON / NO CHANGE O ` H I HURRICANE V. ` 2X4 4)4 Oc CLIP EACH JOIST EXISTING HOUSE ��_� - CLEAR CEDAR I X4 BOARDS N O e \ 1 CEDAR DUCKBOARD C' +I - 1 = 1 1 --I-EA1 SIDE SPACE AT 5"O.C. I O 9 NO CHANGE '.-:7.7.1-1.,.._ ll P� I WITH OPPOSING SIDES CF , [ . , ,(, ., , ._ EKED 2X4 = PANEIL WITH 2X8 FRAME SS p [ LL _ I I 2X4 2X4 I j 4X4 TOP DECKING [ r BLOCK EXISTING REMOVE EXISTING ' ' / ® JL0W DECK FRAME 4X4 U �I4X4ELEV. TO MATCHIWALL ASy RAILING AS PER EXISTING 1 T REQUIRED FOR 1 SHOWER ENCLOSURE I +I RCNYS DESIGN [ _ POST FASTENING Ha-I-----'- AO JI 16WN--OR AJ -J d- "- �C,� AS SELECTED BY MATCH EXIST. DECK UPPER DECK ELEV. TO MATCH , w ` o �, HEIGHT DIRECTED BY OWNER m A n1 +3' 4" FT "�" A I I (2) 2X8 GIRDER EXISTING ` ! OWNER T T T ` 8 TYPICAL UNLESS PROVIDE SIDING OR I. �,,[] _._ VERIFY HOT TUB d I� I DIMENSIONS, CONFIGURA 10 i,. 16S ON GRADE NOTED LATTICE AS DIRECTED �) _ I. BY OWNER-TYPICAL +I ' 2X8 JOIE @ 16" O.C. (SEE 1 it AND REQUIREMENTS PRIOR TO �, PAVERS A/P I DECKINd OTE) e . .. / m i I I CEDAR DUCKBOf COMMENCING CONSTRUCTION .40 �� OWNER > `---- --- -i---.L . � PANEL WITH 2X8 \� +0'-4" HOT TUB `frr- / �� _F, � ��t% %�1/ �1� vjl 1,���� � =•'' ''4/7.(- Co r_,II, 6X6 LANDSCAPE • I! \ NOTE: SOIL BEARING z• > Q QU A - BY OTHERS y ` VALUE ASSUMED ATI HOT TUB LOCATION � � �� TIES LEVELLING ``♦1 = �, TON PER SQUARE ``� APPROXIMATE VERIFY FINAL ,,., I I EDGE F rl „ ,.& ;(- �� FOOT. ALL FOOTINGS y SIZE * LOCATION WITH OWNER r i I I _ , . SHALL REST ON I�.. ,,, \. - UNDISTURBED SOIL OF HOT TUB VENDOR 16" DEEP GRAVEL AA-1 JPO y I ,-, El 1 AC4 EA. SIDE AT LEAST THAT VALUE SECTION 5-5 UNDER SHOWER AREA NEW SYNTHETIC DECK OVER EXISTING FRAME TOP DECK EL. 3-4 ,\� \`, o �( l' SCALE : 1/4" = l'-0" • ,y�(o GRADE EL. 0'-0" DATUM REPLACE EXISTING RAIL WITH NEW CONTINUOUS �y2 �`4X4 WOOD POST _ RAIL A/P RCNYS $ AS SELECTED BY OWNER p Z EXISTING LP GAS VALVE \� NOTES GENERALCARPENTRY \ / I REMOVE $ REPLACE EXISTING RELOCATE IN ACCORD WITH NYS 1 . ALL STRUCTURAL FRAMING LUMBER SHALL BE PRESSURE `O V 'Co RAIL EACH SIDE I-I STAIRS WITH MAX- 8/4" RISERS B FIRE CODE, NEPA I . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, TREATED #2 OR BL I ER HEM-FIR ,SP OR DOUG-FIR, F5= 1150 REQUIREMENTS AND GAS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE P.S.I. UNLESS OTHERWISE INDICATED. 1 111, COMPANY REGULATIONS PRIOR PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN 2. WOOD STRUCTURAL MEMBERS MUST BE PRESERVATIVE \I- GRADE EL. 01-011 CI TO STARTING ANY WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL TREATED, WITH PRESERVATIVES AS APPROVED BY STATE, AND DATUM CONSTRUCTION CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, LOCAL BUILDING CODES., TO DEFINITE RETENTIONS AND / 3"-2" 6,...9u 141-1" / 31_311 / I I1-8" OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-1 AND C-2. 241-0" 14' I I" 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE 3. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH / / PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL EXISTING DECK- MAINTAIN FRAME, REPLACE DECKING IN IT'S ENTIRETY DECK ADDITION EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS- DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS SIMPSON PB 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED, 0 7 POST BASE TO A5 IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. COMPLETE WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, DECK PLAN THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL SCALE : 1/4" = I' 0" - . _ ' - - I 2" 0 FOOTING - REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED NOTE: HOT TUB LOCATION APPROXIMATE D - //-- 3500 PSI CONC. BECAUSE THEY ARE MORE STRINGENT THAN THE CODE WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST VERIFY FINAL LOCATION WITH OWNER TYPICAL UNLESS REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY HANGERS AND CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL - GRADE VARIES D p - NOTED REQUIRED BY CODE. CONNECTIONS AND HARDWARE MUST BE INSTALLED IN HOT TUB VENDOR D ACCORDANCE WITH NEW YORK STATE BUILDING CODE / \/ \/ V\ - -- \// A / \/ \'/\\\/ \� 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND �/ \ REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY /�/j\/ /�� A /�/ /�j�/ ARRANGE FOR ALL INSPECTIONS A5 REQUIRED BY APPROPRIATE INDICATED OR SPECIFIED THEY SHALL BE FURNISHED IN ADEQUATE \/� / �\ D N D D \\�\\�\\�\\4 BUILDING DEPARTMENTS. NUMBER AND SIZE. \�/��� AN. /\�� //\�� / 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE ���� A - /\�\ \/ REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. 4. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE —�\/ 7\/ -� / /\ j�\ p [Q D ' /\\/�\ \ WITH MANUFGOOD TRARERD' AND NE PRACTICE, CON OROMANCE WIT OTHENS ONEW YORK p \/ 1-O U N DATI O N S * CONCRETE STAT BUILDING A. FASTEN SCODE, AND LL PARTS OF CARPTHESE OT Y W EXISTING HOUSE B \\ 1 . SOIL BEARING CAPACITY ASSUMED AT I TON/SF. ALL NS: THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ORK IN NO CHANGE A-i FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AT LEAST MEMBERS AND SECURE WITH SUFFICIENT NAILS, SPIKES AND THAT CAPACITY. BOLTS TO INSURE RIGIDITY- 12' O" 12' O" 8' 6" 6' 5" P05T- GIRDER FOOTING ANCHORING DETAIL B. NAIIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH / 2. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP ± SCALE : 3" = 'ILO"' A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE EXISTING FOUNDATION FULL SOLID X 3000P51. CONCRETE EXPOSED TO WEATHER SHALL BE AIR BY 18 INCH METAL STRAPS AND TWO 8D NAILS TO EACH ALL V.I.F. \\T BLOCKING ENTRAINED. JOIST. �- - — I 1 ` 3. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE C. TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS +I 2X8 LEDGER-(FLASH) I I -VII 16" DEEP I +I CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR•I. NOTE: UNLESS /v 1 1 GRAVEL I LATEST ACI BUILDINGS CODE, ACI 318, AND MANUAL ACI 315. HANGERS, AND SPIKED SECURELY UNLESS SUPPORTED ON OTHERWISE NOTED, ALL UNDER WALL OR GIRDER. POST FOOTINGS SHALL ( I EL. +3'-4"± 00 0 CO � SHOWER AREA I i BE 12 0 WITH 3 #5 MATCH EXIST. N _ n,.,. .; CONTINUE TO MINIMUM �j DECK HEIGHT @� 0 (2)2X8 , N. 3'-0" BELOW GRADE O N G F I +I ' I--: N I / . 11 - CODE ANALYSIS ` I- N J / H -, v N Ii'1, NOTE: COORDINATE ALL WORK WITH / I 0 (3)2X8 ,- p p E �r Com �' HOT-TUB MANUFACTURER$ VERIFY SIZE I o w - - 5c3 E3 F/ OCCUPANCY: >_. Residential Deck AND CONFIGURATION PRIOR TO N v 2�� N / \ REFERENCE STANDARDS: COMMENCING ANY CONSTRUCTION. w `r21 HOT TUB ( c3 // / PROVIDE ELECTRICAL SERVICE TO HOT q� Ix Residential Code of New York State w BY OTHERS cq 1Z� /rr TUB AS REQUIRED IN ACCORD WITH Wood Frame Construction Manual AF PA o) oz / `�' / h " ' ALL ELECTRICAL, PSE$G AND NEC ct� �o N , j ., DESIGN LOADS: , REQUIREMENTS. (� , I APRIL 14,2016 GORE d DESIGN LOADS / Deck: 40 psf z < co^\ /// ' 3 Stairs: 40 psf k#ar�drarf�r 20e NUMBER DATE REMARKS w Q( rJ� ` r /° `p Snow: 20 psf ground snow load f� -dr C / x Uplift:asic Wind 18. I#peed: 120 mph _pF ROBERT C. TAST, A.I.A. . TA / o �- - A (3)2X8 A-1 �' �/ Dead Loads: 10 psf ARCHITECT EXISTING DECK FRAME TO REMAIN - REPLACE x (-i / O ANY DAMAGED JOIST, GIRDER OR POST AS = N O r1i- // DEFLECTION LIMITS: 'P REQUIRED - VERIFY IN FIELD 4I NI `21 /r Co Deck: LI 360 r B tom' 620 OSTRANDER AVENUE EL. +3'-4"± A // `� A-1 RI VERHEAD, NY 11101 r� �� /�' 1, 631-59q-8106 F 63I—"12'1-0144 Fes_ p L J EXISTING POST-VERIFY ' RELOCATE EXISTING LP GAS VALVE 1 1 FOUNDATION IN FIELD VERIFY LOCATION, PIPING $ DISTANCE _ _ v v - i _ DECK AL RESIDENCE (- PRIOR TO CONSTRUCTION 7 21-5" 32 DEGK ALTERATIOWADDITION Co aU I I / /j-- REQUIREMENTS TO HOT TUB WITH GAS I- 1 SUPPLIER AND NFPA REQUIREMENTS Ili 1105 l^IESTHOOD LANE,GREENPORT __..., L J PRIOR TO STARTING ANY CONSTRUCTION TOWN OF SOUTHOLD [ 2X6 BEVELLED CAP NOTES: = c� I G I j i I NOTE: PROVIDE I � uJ 1 �� I j TOM COUNTY,NEW YORK " Z i SHOWER ENCLOSURE I --� / / / I . VERIFY HOT TUB DIMENSIONS, Z = MOCK-UP FOR / 3-2 6-9 14-1 3 3 I I8 z C i OWNERS APPROVAL 24-0 w O l_- PRIOR TO 1 . .. 14 I I •- - CONFIGURATION FOUNDATION1- COMM REQUIREMENTS CONSTRUCTION TO / / / COMMENCING CONSTRUCTION CONSTRUCTION N ___J _ - - , EXISTING DECK DECK ADDITION 2. PROVIDE HOT TUB BASE REPLACE EXISTING WITH NEW SYNTHETIC 1^ I 0IDECK FRAMING PLAN SUPPORTS AS REQUIRED BY MFG'R. NEW DECK ELEV. I-- r HOT TUB SHALL NOT BE SUPPORTED DECKING AS SELECTED BY TO MATCH E 1l SCALE : 1/4" = I'-0" ON DECK STRUCTURE OWNER EXISTING •-r"- T VERIFY LOCATIONS OF EXISTING SPRINKLER PIPING HEADS I I I I I I I I I I I I I I I DRAWING PREPARED MARCH 24,2016 PROVIDE SIDING OR SCALE, AS NOTED _ . IN FIELD PRIOR TO COMMENCING CONSTRUCTION - MOVE OR EXISTING JOISTS TO REMAIN - I I I +I LATTICE OWNER DIRECTED mv. , -e,""''''""''''''', ,,,,04 "� ,t_ "' RELOCATE AS REQUIRED AND AS APPROVED BY OWNER REPLACE EXISTING JOIST I I 8 G� 16"O.C. 2 ROW - • BY -TYPICAL JOB NO., 2014-X NV ° :� ",q; ;,,,F, DAMAGED JOIST AS REQUIRED I �� m > EXAMINE IN FIELD REPLACE ANY LID BRIDGING z"q I I I ` ,. -.. DRAWING NO. CLIMATIC * GEOGRAPHIC DESIGN CRITERIA l'::,,,,ItO:17,,,N4:::::4:-1-,\ -\\ WINTER IcSrilEtD I 1 { �I r�a v �--� D GROUND WIND SEISMIC SUBJECT TO DAMAGE BY UNDERLAY- FLooD AOT TUB LOCATION 1 ( c� L� � IIr , APPROXIMATE VERIFY FINALSNOW (SPEED IN DESIGNWEATHER- FROST LINE DESIGN MENT HAZARDS L._ JLOAD MPH) CATEGORYINC DEPTH TERMITE DECAY TEMP. REQUIRED SIZE LOCATION WITH OWNER LJ �" "N/A PER MOD.TO SLIGHT TO HOT TUB VENDOR \.. APR 1 4 2016 �'`' 20 PSF 120 R 301.2.2 SEVERE 3'-0" HEAVY MODERATE 1 I0 NA NO SECTION A-A '`" / 1 SCALE : I/4" = I'-0" \ `'`�'/'-/.,:_ ' ' F, ,DING Derr. \ Ti A 1 TO OF 50UTUOLD F .