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HomeMy WebLinkAbout40382-Z TOWN OF SOU.TxvLD BUILDIlxrG PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL -t Board of Health SOUTHOLD,NY 11971 _-_-,s4 s6ts,ofBuilding Plans TEL, (631)765-1802 —P:? rrt3TIreovai FAX: (631)765-9502tl'o3 Survey' SoutholdTown.NorthFork,net PERMIT NO. ___ —ai Septic Fo in i .fir #ees _ C.O.Application _ Tr � rtrtt Examined 20 o' a S�,4rate -' -5 Storm Water Assessyncnt Form_ DEC _ $ Contact: Approved 20, _ .._ Disapproved a(c o - t i�rr iur� __.� �� �I'� APPLICATION FO1R.:II IIT Bate � a" �I �'20_i C..a INSTRUCTIONS a.This application MUST be completely.filled in by'typewt1ler or iri ink and-submitted to the Building Inspector with 4 sets of°plans,accurate plot plan to scale.Pee according to schedule. b.Plot plan showing location of lot and of buildings on"premises,xelationship to adjoining premises or public streets or areas,and waterways. o,The work covered by this application maytrlw.l e comrnericed l)efox�issuance of BI inding Permit. d.Upon appro',al of this application,the Buildiaig"inspector ilI issue a Bitilding Permit toy the applicant.Such a per snit shall be kept on the premises available for inspection throughowal��work. z No building shall be occupied'dr'used in whole or in pant for any purpose-what'so ever until the Building Inspector Issues a Certificate ofCccupancy. f.Every building pennit shad expire if the worm 4uthorizet 'as,not commenced within 12 months after the date of issuance or has not been corhpleted within 18 months froon suchxlitj If no zoning amendments or other regulations affecting the property have been enacted in the triferim,the Building lnspectasMn"o°y 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.tlto,B,uUdinZo, ent.for the 1T8uartce of a Building Permit pursuant to the Building Zone Ordinance of the Town of Snutf w,Sufui" patan .rN'e Y. , andothea` pplicable Laws,.Jrdinances or Regulations,for the construction of buildings,additions,or altgi^. oaas&fk rtemovai or demolition"as herein described,.The applicant agrees to comply with all applicable laws,Ordinances,buildi¢tg4ode"housing code,and,rpgulataons,,.a,nd to admit authorized inspectors on premises and in building for necessary inspectts. - _1S.garatn re of applicantor name,Ma' corporation) L� (Aiaimig address of applicant)' State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 11. �� (As"on the tax x cell,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: C (-IC31—f V1 ✓v 1. (� f C I (� House Number Street �a�� t a�, ,., Hamlet �m County Tax Map No. 1000 Section " 106 'i`I Lot E �,.-),r"e77 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 b. Intended use and occupancy ivk - 1 i A-1...- — IJA3 1,,'t- 6 Af'l I L,1--i 3. Nature of work(check which applcable):New 13uiidin . Addition Alteration. Repair RemovalDemolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) S. If dwelling,number of dwelling units Number of dwelling units on each floor I,-,/P, _ If garage, number of cars _m 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. �-t 2 7. Dimensions of existing structures,if any:Front tf Rear IDepth Height Number of Stories Dimensions of same structure with alterations or additions: Front `! Rear Depth Height ..:u� , irr ,.,�i Number of Stories 8. Dimensions of entire new constructtolu; rfant , N e tl� ' � ,rPs ' � '` x` C'-� Dtiy Height `3I ' `T Number of Stcrlesi r 9. Size of lot:Front I`f'.ear ��" � � Pepth 10,Date of Purchase T am'e, sfF rofttapr vymnet° 11.Zone or use district iij vwhich'pcer"hises are"sattudted t! 12.Does proposed constfuctionjvioIate any zoning l"ayr,'ordinange"ofre biation?YES NO 13.Will lot be re-graded?YES NO. Will excess fill rbc r Mgyed front premises?„YES NO 14.Names of Owner of premises Lk 06 74 "'�V�Address �"l49 h" . . Phone No. Sl `�`t(z,9�-)t Name ofArchitect 51ANcLZ__ �� Address: 'Z "2 Name of Contractor Addse9s. Phone No." 15 a.Is this property within 100 feet of.a,tidal wetland,or 4l�6sh�atcr'v dtland? *Ylr S , NO *IF YES,SOUT.HOLD TO US:TEESD,E;C E S ""'I : 'SE R;:C QUIRED, b.Is this property'witl it 300 feefof a tidal wetland? YDS`'"' NO *IF YES;D:E.C.PERMITS MAYtB-RE UIRED"'� 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on p`t-operty 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) COUNTY O6ks: 1 hcirg dulysy✓,on,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 ta before hr Jay ofr t) Not a;ry iic CONNI�D td Si nature of A P pry alalia:,State a �„��„-.•�r No.01BUtt1 g ppilcan Quaffied In SLdkgk County Commlealon Expirm Apol 14,i-Ll o Scott A. Russell µ ST 01KN[WA�[�]E)[� SUPERVISOR i IWANAG1)E HENT SOUTHOLD TOWN HALL-P.O.Box 1179 w a q �] 53095 Main Road-SOUTHOLD,NEW YORK 11971 � �� (, Town of Southold o (�L CHAT�ER23 - ST r : TE '. MANAGEMENT WORK SHEET TO BE COMPLETED BY THE APPLICANT ) 1 DOES THIS FROJE("T INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLE Yes No A. Clearing, grubbing, gradin stri in of land which affects more gor PP g 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. ❑dC. 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. ❑''p"'E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. nF. 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 __ww 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. �^Owner,�)e:igen Professional,Agent.Contractor,Other) S.C.T.M. ": 1000 Date: At�FL9C',�w f� d�t+n tt.�.-...��. Dutricl NAME _. _ Section Block .tnK FOR BUILDING hh!';�1L rN;IL N 11,�l, 0N1-� w. .........,. °ry y Contac[Information 5_ Reviewed Pro ert Address / Location of Construction k — Date: P ..� _ n Work: � — —roved formmmmrodl...- n P J rr... � ) El Aor P cesstng Builrmit' q . ( � .Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T M # 1000 s CHAPTER 236 (Property Owner,Design Professtonal,Agent,Contractor,Other) Stormwater Management Control Plan CHECK LIST F' Section Viock ' --. E � S M C P Plan Requirements: Provide ONE copy of the Building Permit Application. �c The applicant must provide a Complete Explanation and/or Reason for not providing ate; 3 PP P q P Y P � all Information that has been Required b the followingChecklist! I. A Site Plan drawn to scale Not Less that 60' to 'he inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA show all of the following items If you need additional room for explanations, Please Provide additional Paper, a. Location & Description of Property Boundaries ✓!�' b. Total Site Acreage. - c. Existing - Natural & Man Made Features within 500 L.F C 3- of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, i F— e. Limits of Clearing & Area of Proposed Land Disturbance. v F - f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) =111 F meumig OT expose g, Location of all existing & props sed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s), _ I. Location of roposed concrete washout area(s). air 1 t m. Location of all proposed erosion&sediment control measures. _ 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate D a __ on-site the run-off from all impervious surfaces generated by a two(2"1 inch — �� S- D s� rainfall/storm event. - ' ' F before f-Tvft Fs cert 3. Details&Sectional Drawings for stormwater practices are required for approval. __, k Ft Items requiring details shall include but not be limited to: efl SL f d t1-Codes a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) € - d. Leaching Structures (e. . infiltration basins,s'a+gale,etc.) [ - ONLY Additional Information is Required. Reviewed & _ �` l St1:1ormwater Management Control Plan is Not Complete. Approved By: �� =J. a 1 - Stormwater Management Control Plan is Complete. 1 SMCP has been approved by the Engineering Department. Date: f FORM " SWCP Ch ck List -TOS MAY 2014 Telephone(631-1802 Town Hall Annex . Fax(631)734-9502 54375 Main Road C3 P_O_ Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATIONOF TRUSS TYPE CC.NSTRUtMCIN PPE-ENGINEERE . WC00I CONSTRUCTION N 1CI TIM ERCONS.T'I UCT'ICN mw ate: t-1511 ... - r Own - er:_ a Location of Property. w ii r I bi line lease take notice that the (c k app ) h New residential structure s Addition to existing"residential structure an eiehabilltation to` stln .residential structpre to be cons ted or perfon-ned t thyefer' ub ct l d e� hce above ili utilize (check applicable lime): Truss pe const .(T ocd, nPreen Pre-engineered str ¢e W Tuber construction (TC) in e following locations)(check applicable line): Floor taming, in :in' ird aped ams(F)_ Roof fral ing(EZ)'.. : y ' Floor and roof I ( Si nature. w . !'dame 'person submittlp. this form;: � '''"� � - gy , Capacity (check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 SILTY LOAM f \ (OL) L 10* BROWN LOAMY rA SAND WITH 10%GRAVEL "`s fly e2 p< cr (SM) f0(('ne C\ P ��� c _ . PALE BROWN FINE TO �_ COARSE \ 10%G NTH ROr�e e\Gr9 4Db\\G m (SW) 17.0' t {: .^t `car I VKGftOG>t (-' \per •:• �,.E�rO x off,; wAsl - l \tz � �O s - .SLD A ba o" Z O tl apt. `my C N, i l\1^�% 1 19 ° o.n 1 ; pa�fa�t l ` a _'boil , p\ \\ly wP�KwA �Npyf s it N RJ OV�D �' 2L b1 y r -. 1 fi ripi o `s> �t.` ` Al(. D 0 1 l X0(0 rj\}40 UR o O� eIN* - nod � COUNTY�, �V FOR tcc;r :' Lv T. T,i i *mss 11 r FRENCH DRAIN DETAIL: g;r 1s- `fid PROPOSED LOT COVERAGE: � •,t„=, p G. HOUSE = 972 S.F. ,. FRENCH-DRAIN J \ PARCH = 86 S.F. FlRISHED (RIP-((AP} k meg. j TOTAL = 1,058 S.F. OR 1.3% GRADE APPay s 1 ' �� €t SSI p P e NOV. OJ, 2015 AMENDED PRS.:MUCNRES STORM WATER LEACHING POOL 6 �F OCT. 13, 2015 AMENDED PROP. 1RUCTVRES DATE:AUG. 3, 2015 CAST IRON FRAME & GRATE �RENOKUNSUITABLEMATERAL& .- _# JOB NO:2015-430 BACRBU.MITI CLEAN SAND&GRAVEL - _-� -- CAMPBELL FOUNDRY, PAT, NO. 1007C Survey for: CERTIFIED T0: NOTE:COYER Wd nLTER FABRIC ALLOW 3' OR FINAL PRECAST REINFORCED DURING CONSTRUCTION THOMAS T �J �,(�y�Y ]g� THOMAS J THOMPSON ADJUSTMENT OF FRAME', f CONCRETE TRAFFIC TOP j Il(l a� e!. TlI®LYI r a7®1Y CHICAGQ,'OTLE INSURANCE % DRAINAGE CALCULATIONS At SERWES. LLC 0.67' (POROSITY OF FRENCH DRAIN (0.37)) East Marion - -. --_- REQUIRED: Town of '` s - ® ® ® TENNIS COURT = 7000 S-F. Southold® fwd ® ® 6120 x 0.2 x 0.167 = 208 C.F. e ID 22 ® ® ® j TOTAL REQUIRED = 208 C.F. Suffolk County, New York �'\ 11 T11. THE THOMPSON RESIDENCE 11 � I __ ( . S6t1� 3o --. - r , 3 645 GOLFVIEW COURT, r MARIAN N .Y. - - . I � - GENERAL NOTES BUILDING CODE SUMMARY DRAWING INDEX . . I I � - I I _. ­ __ - ­ ­ ­ - - ­­_ - . � ­ - _ _ ­ - - I -_ � _ _ _ -____ _ BUILDING DESIGN AS PERTHE BUILDING CODE OF __ � - I—— ­ � - _7 ____­___ - - - I, ALLWORK SHALL CONFORM TOTHE RESIDENTIAL CODE OF NEWYORK AND 20. ALL EMERGENCY ESCAPES AND RESCUE OPENINGS SHALL HAVE MINIMUM NET 38. PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORETHAN 30 INCHES (762MM) NEWYORK STATE (RESIDENTIAL)AND RELATED CODES. CLEAR OPENING OF 5.7 SQUARE FEET(0.530 M2).EXCEPTIhN:GRADE FLOOR OPENING SHALL ABOVETHE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESSTHAN 36 INCHES (914MM) IN ALL APPLICABLE CODES, HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET(0.465M2) HEIGHT.OPEN SIDES OF STAIRS WITH ATOTAL RISE OF MORETHAN 30 INCHES (762MM)ABOVETHE BUILDING DATA T I GENERAL NOTES. 2, IT ISTHE INTENTION OFTHESE DRAWINGSTO PROVIDE FORTHE CONSTRUCTION OFA OR GRADE BELOW SHALL HAVE GUARDS NOT LESSTHAN 34 INCHES (864MM) IN HEIGHT MEASURED T2 GENERAL NOTES, DETAILS NEW RESIDENCE.INCLUDING EVERY ITEM AS SHOWN OR REASONABLY IMPLIED,OR REQUIRED, *THE MINIMUM ESCAPE AND RESCUE OPENING SHALL BE24 INCHES (610MM) VERTICALLY FROMTHE NOSING OFTHETREADS. "THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 4 INCHES (508MM). OCCUPANCYTYPE: ......................_SINGLE FAMILY RESIDENCE T3 GEN, NOTES CONTD., DETAILS, TO COMPLETE ALL WORK. * SEE FLOOR PLAN WINDOW SIZES. 39, REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOORAREAS,BALCONIES AND T4 PLOT PLAN PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW 3.1,1.l 3. IF INTHE COURSE OF CONSTRUCTION A CONDITION E<ISTSVdHICH DISAGREES WITH THAT BUILDING HEIGHT: ....................... AS INDICATED ONTHESE PLANS,THE CONTRACTOR SHALL STOPWORKAND NOTIFYTHE 21. EMERGENCY ESCAPE AND RESCUE OPENING ALL BE OPERATIONAL FROMTHE INSIDE OF PASSAGE OFA SPHERE 4 INCHES (120MM) OR MORE IN DIAMETER. I ELEVATIONS,GEN. NOTES ARCHITECT.SHOULD HE FAILTO FOLLOW THIS PROCEDURE ANIS CONTINUE WITH THE WORK, THE ROOM WITHOUT THE USE OF KEYS ORTOOLS. 2 (W/ ROOF DECK) 40. WALL AND CEILING FINISHES SHALL HAVE SMOKE-DEVELOPED INDEX OF NOT NUMBER OF STORIES: .........................,............................. 2 ELEVATIONS HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 22. NOT LESSTHAN ONE EXIT DOOR CONFORMING TOTH IS CHAPTER SHALL BE PROVIDED FROM GREATERTHAN 450.IN ACCORDANCE WITH R 319.2.TESTING AND ALTERNATETEST METHODS 3 FOUNDATION PLAN DWELLING4. THE GENERAL CONTRACTOR SHALLVERIFYALL DIMENSIONS INTHE FIELD.ANY EACH DWELLING UNIT.THE REQUIRED EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS FROM MUST COMPLY W/R319,3& R319,4 RESPECTIVELY ZONING DATA DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING. THE HABITABLE PORTION OFTHE DWELLINGTOTHE EM-RIORWITHOUT REQUIRINGTRAVEL A) TEST SHALL BE MADE IN ACCORDANCEWITH ASTM E 84. GROSS BUILDING THROUGH A GARAGE c ,AR,, 4 1 ST, FL. PLAN, LOAD SCHEDULE 5. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 41. INSULATION MATERIALS,INCLUDING FACINGS,SUCH ASVAPOR BARRIERS OR BREATHER FIRST FLOOR.........................1,756.00 S,F (1) 5 2ND. FL. PLAN, LOAD SCHEDULE 23. ALL EGRESS DOORS SHALL BE READILY OPENABLE FRGMTHE SIDE WHICH EGRESS ISTO BE PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL SECOND FLOOR................2,028.00 S.F. (2) 6 ROOF DECK PLAN 6, OTHERTHAN THE BUILDING PERMIT,CONTRACTOR SHALL OBTAIN ALL REQUIRED MADE WITHO'U OF KEY OR SPECIAL KNOWLEDGE OF EFTORT ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOTTO 00 S 840 3 CAR GARAGE................. . .F 3 O APPROVALS,PERMITS,CERTIFICATES OF OCCUPANCY INSPECTION APPROVALS,ETC.FORWORK EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOTTO EXCEED 450 WHEN 7 SECTIONS, LEGEND PERFORMED BY AGENCIES HAVING JURISDICTION THEREOF. 24.THE REQUIRED EXIT DOOR SHALL BE A SIDE HINGED C)OOR NOT LESSTHAN 3 FEET TESTED IN ACCORDANCEWITH ASTM E 84&ASTM E 970 STANDARD,EXTERIORTO COMPLYW/R 703.9 . ROOF DECK............................ 384,00 S.F. (4) (914MM) IN WIDTH AND 6 FEET 8 INCHES(2032MM) IN HEIGHT.OTHER EXTERIOR HINGED OR BALCONIES........................... 670.00 S.F. 5 8 ELECT. LEGEND PLUMBING NOTE 7, RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANTS ARE NOT RESPONSIBLE FOR SLIDING DOORS SHALL NOT BE REQUIREDTO COMPLYV&ITHTHESE MINIMUM DIMENSIONS. 42. IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPROMISING ELEMENTS OFTHE BUILDING (11 SUPERVISION,INSPECTION OR ADMINISTRATION OFTHIS CONSTRUCTION PROJECT THERMAL ENVELOPE,AVAPORBETARDER SHALL BE INSTALLED ONTHEWARM-IN-WINTER SIDE OFTHE TOTAL..,.. 5,678.00 S.F. �/ � � - PLUMBING RISER DIAGRAM 25. THE MINIMUM WIDTH OFA HALLVJAY SHALL NOT BE LESSTHAN 3 FEET. INSULATION,IN ACCORDANCE W/R322. / ELECT. DIAGRAM 8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEWYORK G/✓ ..1 ,11--, ` �/ STATE AND THE CONSERVATION CODE OF NEWYORK STATE. 26. EXTERIOR EXIT BALCONIES.ST-NIRS, SIMILAR EXIT FACILITIES SHALL BE EXCEPTIONS; I -IN CONSTRUCTION WHERE MOISTURE OR FREEZING WILL NOT DAMAGETHE MATERIALS, ALLOWABLE A �.5 � POSITIVELY ANCHORED TO TO THE PRIMARY STRUCTURE70 RESIST BOTHVERTICAL AND 2-WHERETHE FRAMED CAVITY OR SPACE ISVENTILATEDTO ALLOW MOISTURETO ESCAPE, E AR .............................. G�o , 0 S.F3 LATERAL FORCES.SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BYTHE USE OF 3 -IN COUNTIES IDENTIFIED WITH FOOTNOTE A IN N 1101.2, LOT o ,,,v a� r 9, EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE LESSTHAN 3 FEET(914MM) SHALL � � HAVE NOT LESSTHAN A I- HOUR FIRE RESISTANCE RATING WITH EXPOSURE FROM BOTH SIDES. TOENAILS OR NAILS SUBJECTTO WITHDRAWAL COVERAGE:...,0,03/...,,.2,596.00 S.Fj PROJECTIONS FROM SUCH WALLS SHALL NOT EXCEED MORETHIAN 12-INCHES (305MM) OR 43. IN AREAS SUBJECTTO DECAY DAMAGE AS ESTABLISHED BY FIGURE R301.2(7),THE FOLLOWING FAR............................0,07%,,.,,,,5,678.00 S.F. ONE-THIRDTHE DISTANCETOTHE PROPERTY LINE,WHICHEVER RESULTS INTHE LESSER 27.THERE SHALL BEA FLOOR OR LANDING ATTHETOPAtJD BOTTOM OF EACH STAIRWAY. LOCATIONS SHALL REQUIRETHE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER PRESSURE PROJECTION, EXCEPTION: ATTHE TOP OF AN INTERIOR FLIGHT OF STP.�,S,PROVIDED A DOOR DOES P Imo,P2 AND P3LOR DECAY-RESISTANT YTREATED IN DANCE WITH AWPA C HEARTWOOD OFR REDWOOD,B4LACK LOCUST OR CEDARS. X28' DESIGN LOADS f 10. PROJECTIONS EXTENDING INTO THE FIRE SEPARATION DISTANCE SHALL HAVE NOT LESSTHAN NOT SWING OVERTHE STAIRS (914MM). ( � /c,L) ;U` CONSTRUCTION ON UNDERSIDE.THEABOVE PROVISIONS SHALL NOT A-WOOD JOISTS ORTHE BOTTOM OFAWOOD STRUCTURAL FLOORWHEN CLOSERTHAN 18 INCHES MINIMUM UNIFORMLY DISTRIBUTEDr 0 �� I HOUR FIRE RESISTANT LIVE LOADS APPLYTO WALLS,WHICH ARE PERPENDICULARTOTHE LINE USEDTO DETERMINETHE FIRE 28.THE WIDTH OF EACH LANDING SHALL NOT BE LESSTHAN THE STAIRWAY OR DOOR SERVED. (457MM) ORWOOD GIRDERS WHEN CLOSERTHAN 12 INCHES (305MM)TO EXPOSED GROUND IN (IN POUNDS PER SQUARE FOOT) (R301.4) DISTANCE. EVERY LANDING SHALL HAVEA MINIMUM DIMENSION OF36 INCHES (914MM) MEASURED INTHE CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OFTHE BUILDING FOUNDATION. /' _ ,*:'` "` :i'RE + N CI `SC>ftwat'r1� 1�ersion:'4 6,1 SEPARATIONDIRECTION OFTRAVEL , ' O BE PERMITTED INTHE EXTERIORWALL OF A DWELLING OR B-ALL SILLS OR PLATESTHAT REST ON CONCRETE OR MASONRY EXTERIOR WALLS AND ARE LESS USE LI LOAD �` 11. OPENINGS SHALL NOTI. .. . .. THAN 3 FEET 9 4MM .THIS 29. RAMPS SHALL HAVE MAXIMUM SLOPE OF ONE UNIT/ERTICAL IN EIGHT UNITS THAN 8 INCHES 203MM FROM EXPOSED GROUND SHALL BE IN ACCORDANCE W/R323.1.1 . I. ACCESSORY BUILDING WITH A FIRE SEPARATION DISTANCE LESS ( I ) ( ) ;:;.,:;:::;:; :.:: DISTANCE SHALL BE MEASURED PERPENDICULARTOTHE LINE U5EDTO DETERMINETHE FIRE HORIZONTAL(12.5 PERCENT SLOPE). EXTERIOR BALCONIES 60 . .... .. ....... . . DISTANCE. C SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLABTHAT .5 IN DIRECT CONTACT WITH DECKS 40 ,..:>.::........... ... . .. .. .. ...... . . ... .. SEPARATION1. N AT T E1. LEAS O >::;';::':: •:::> : :>::':::.: :.:... .:.::-.:.::: ,...,.. ..;:....;::.,..:...':..:. ' . ... 30. HANDRAILS SHALL BE PROVIDEDO GDE OF ALL RAMPS EXCEEDING A THE GROUND UNLESS SEPARATED FROM SUCH SLAB RYAN IMPERVIOUS MOISTURE BARRIER PASSENGERVEHICLE GARAGES 50 Proaect: ,..,:NEW:GONSTRUCT1aN: SLOPE OF ONE UNITVERTICAL IN 12 UNITS HORIZONTAL 8.33 PERCENT SLOPE).HANDRAIL "' "' ....: ( .. . . . EXCEPTIONS: ATT C WITHOUT STORAGE >: :.:,:.:::;:':;,::.::: :. .. . ...: :....>....::.. ::..:.,:.;::;.: ..:::. .. ...:.... .. HEIGHT MEASURED ABOVETHE FINISHED SURFACE IFTHE RAMP SLOPE SHALL BE NOT LESS D-THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING I I'' riersy Codei:`::::'':'.: ` 201ii:NeW'rYorIk IEne y+Corrservatt, ... . . .. I- OPENING SHALL BE PERMITTED IN WALLSTHAT ARE PERPENDICULARTOTHE LINE USEDTO .. ROOMS OTHERTHAN SLEEPING ROOMS 40 i a ti'r; >' - . . THAN 34 INCHES 864MM AND NOT MORETHAN 38 INCHES 965MM ,HANDRAILS ON RAMPS CLEARANCES OF LESSTHAN 0,5 INCH 12,7MM ON TOPS,SIDES AND ENDS, o, 5uffrik.county,wew York:: .::''.. DETERMINETHE FIRE SEPARATION DISTANCE. ( ) ( ) ( ) S O . LEEPING RO MS 30 construcki+yi5'h ''e:::<:;>: . SHALL COMPLY SECTION R315.2 ,::..;..' ':::.::.;:.:.:.!.,:."._::.".:,.:<SingYo-fa�mty::,:;':;:':::':.: .. 2- FOUNDATIONVENTS INSTALLED IN COMPLIANCEWITHTHIS CODEARE PERMITTED. t�m�ect type;:;.,;>.;. 'a:::_t�ew:+�oa�structton:, .::... ,' E-WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING CLEARANCE STAIRS 40 ltiarArea:.:O ft2 :`::.`. - - . 4 14M LAS Cgnditioried� : 3 I. A MINIMUM 3 FOOT B 3 FOO 12. PENETRATIONS LOCATED INTHE EXTERIORWALL OF A DWELLING WITH A FIRE r ( }LANDING SHALL BE PROVIDED:D. LESSTHAN 6 INCHES (152MM) FROMTHE GROUND, GUARDRAILS AND HANDRAILS 200 claYir;g Aria >:;.....'. I -ATTHcTOP AND BOTTOM OF RAMPS �-_ Zone.`., .::.:.:::A: 5756 ibb) SEPARATION DISTANCE LESSTHAN 3 FEET(914MM) SHALL BE PROTECTED IN ACCORDANCE { 2-WHERE hCIORS OPEN ONTO RAMPS F-WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR ROOFS THAT ARE _ Perm tr5aee:';> ;:'..'',.::.::': :::.: :.:".: WITH SECTION R321,3. ,ti. MINIMUM ROOF LIVE LOADS pN POUNDS FORCE PER SQUARE F0�7T 3-WHERE R IPS CHANGE DIRECTION EXPOSEDTOTHE WEATHER,SUCH AS CONCRETE OR MASONRY SLABS,UNLESS SEPARATED FROM . . . ermit tJumberc OF HORIZONTAL PROJECTION � ' . . ... .. . R OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER: ,.... .:::::.'i';:.'.: .::: .. R PERPENDICULAR SUCH FLOORS TAE P LS HA ED IN WAL T EXCEPTION.PENETRATIONS SHALL BE PERMITTED `:.:•::::;;:;.. :;:;::..,:,;....:. .:.::. ....._,. . R301.5 ' Gonstructiah Srt¢:.:::;....::'.; ::.. :, . ,. . . :..:.::..:::.:: .: ..,-:'::.:" �E, 32. STAIRWAYS SHALL NV. BE LESSTHAN 36 INCHES (91444M) IN CLEARWIDTH AT ALL POINTS ( '10''.'.. . Int...... .,_. . .,..:.: :'.:..: . ::::.:: Cies.q ff,,/Cantrattori:`.::. SEPARATION DISTAN FIRE 'ua �o �� :. :...,,. .: .....: .. . . .... ...... .....:.,:.:. ::...I .: .... ::. . ..::;, ........... .. TO THE LINE USEDTO DETERMINETHEANDRAI HEIGHTAND BELOWT L. ...WCT'.... .......... MR..&:MRS..l'NOMA57HOMP5(7N.. .. . .EMhi,�NU�LI"::AG[3Y.R,Es,:::.'::::'.::.`:: : '......: ABOVETHE PERMITTED HANDRAIL HE REQUIRED HEADROOM HEIGHT. G-WOOD FURRING STRIPS OR OTHERWOOD FRAMING MEMBERS ATTACHED DIRECTLYTOTHE INTERIOR ;I Niti IA�i�nl�`::-:: ::.`;:`: xn�a pf cainrR AVE. .:' ...'' '.•' TI :ARCHITeci-s •:: •:.: '•::. .':: - ANDRAILS SHALL NOT FRO ECT MORETHAN 4.5 INCHES 114MM ON EITHER SIDE OFTHE TRIBUTARY LO , - .$FLLNtOttE:NY.:' Y2S,.E.:SUNJ#ISF'NIGHWIkIg:`:: "'::::' IN TABLE R301.2 I IS BELOW 60F 16C , H " J ( ) OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED " INTER DESIGN TEMPERATURE ( ) 13.WHENTHEW O :: it �.,' ':L61Wg : i':.i'.':. .:._ :'..:::: :.:: . : .:'....'.. ::...:: .'... .'. LiNDENiiURST,'NY<i17$7: : '� ..:..•.... ..:.'. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEAT(NG FACILITIES CAPABLE OF STAIRWAYANDTHE MIN,r IUM CLEARWIDTH OFTHE STAIRWAY AT AND BELOWTHE HANDRAIL VAPOR RETARDER IS APPLIED BETWEENTHE WALL ANDTHE FURRING STRIPS OR FRAMING MEMBERS, AREA IN SQUARE .t �ll TREAD AN LAN IN HA NHTI L_DN� S D D GS.S LL OT E14MMHEIG NC BE LESSTHAN 315 INCH S WHERE A '' • � ' ' .' " 'INT FEET 9 ....'11-. ... . . .. . .: . APO 3 FEET FOR ANY STRUCTURAL F 2 . :::.::. :: MAINTAINING A MINIMUM ROOM E E T RE OF 68 0 ABOVETHE FLOOR AND 2 FEET(610MM) FROM EXTERIORWALLS IN ALL HABITABLE ROOMS HANDRAIL IS :NTALLE ON ONE SIDE AND 27 INCHES 098MM)WHERE HANDRAILS ARE 44, ALLWOOD IN CONTACTWITHTHE GROUND ANDTHAT SUPPORTS PERMANENT STRUCTURES MEMBER PROVIDED Or`! BOTH SIDES. � ' �" �'" ATTHE DESIGN TEMPERATURE. INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE PRESERVATIVELYTREATED `. tair Ftian C ide i ;'::1:;:::::19uzihiitin2lEii::,:944'."';:;.YnurUkl '. ......:.:1.:. WOOD SUITABLE FOR GROUND CONTACT USE,EXCEPT UNTREATED WOOD MAY BE USED WHERE ;'o ;.a„a�x;�n' ,r;o„,a;; ;�;„,za�piri�co, ers asea«�, ;�; to " :... ... ;':: :'c ROOF SLOPE OTO 200 201 TO 600 OVER 600 ,, t�„,p;Q, �;� :�, , g„„�,m;,;t�,eh 4 . . e5 .. 33.THE MAXIMUM RISER HEIGHT SHALL B�8 I/4 INCHES 09MM ANDTHE MINIMUM ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER. L BE CONNECTED TO A SANITARY SEWER ORTO AN APPROVED ) 14. ALL PLUMBING FIXTURES SHALL C DEPTH SHALL BE 9 INCHES (229MM).THE RISER HEIGHT SHALL BE MEASURED VERTICALLY .. SEWAGE DISPOSAL SYSTEM. BETWEEN LEADING EDGE. OFTHE ADACENTTREADS. LL BE MEASURED FLAT OR RISE LESSTHAN 4 :E�i 1� °: !'.etX ' ' `` ;>:: "........ 1 RETREAD DEPTH SHA SUR 45. LUMBERAND PLYWOOD REQUIREDTO BE PRESSURE PRESERVATIVELYTREATED IN ACCORDANCE , „ blle :,,,;.;........:_,,,.,,,,,,,,.,,..,.,>..,.:.::.:.:. :.:.,..., ,: .:;,.. :......:.:..•.,:...,.,,.........,........ ...,:....:.. .... HORIZONTALLY BETWEEN PLANS OFTHE FOREMOST PROJECTION OFAD ADJACENT WITH SECTION R323.1 SHALL BEARTHE QUALITY MARK OF APPROVED INSPECTION AGENCYTHAT INCHES PER FOOT 1,3 20 16 12 ;. ` 1. 15, REGULAR,FLOAT,WIRED OR PATTERNED GLASS IN JALOUSIES AND LOUVERED - ) J ( ) u TAN NORMAL 3/16 INCH 4.76MM AND NO LONGER TREADS AND AT RIGHT ANGLE TO THE TREADS LEADIN; EDGE,THEWALKING SURFACE OF MAINTAINS CONTINUING SUPERVISIONTESTINGAND INSPECTION OVERTHE QUALITY OFTHE PRODUCT <, k� ,k . " a .w A WINDOWS SHALL BE NOTHINNER H ( ) TREADS AND LANDINGS OFA STAIRWAY SHALL BE SLOPED NO STEEPERTHAN ONE UNIT ANDTHAT HAS BEEN APPROVED BY AN ACCREDITATION BODYTHAT COMPLIES WITH THEL .... , THAN 48 INCHES 1219MM .EXPOSED GLASS EDGES SHALL BE SMOOTH, -:=� � ,a � ( ) RISE 4 INCHES PER FOOT (I.3} kl ` VERTICAL IN 48 UNITS HORIZONTAL -PERCENT SLOPE R EIG WI N r Ceiling i,fwfceit;n orsdssnr1" '' :: > :. . :'::;:-.:'':'.:. :':.. , . .'::. ' . ' ,' . '. .. ....r n.0 ....a.a�s :::: s ).THE GREATEST RISE H HT THI REQUIREMENTS OFTHEAMERICAN LUMBER STANDARD COMMITTEE WOOD PROGRAM. 2,212 TO LESSTHAN 12 INCHES PER >..:.:... ... �n:n .:: I HALL NOT EX EEDTH MALL ES SHALL NOT ( ) LONGITUDINAL EDG ANY FLIGHT OF STAIRS O C E SMALLEST BY MORETHAN 3/8 INCH 9.5MM . Skylight Is virnod Fram :biiuble,Pane.with,LoVu-b :: '.::.:':: . ?::: : p*ego :._.. 16. WIRED GLASS WITH WIRE EXPOSED ON THE GREATESTTREAD DEPTH WITHIN ANY FLIGHT OF STA,IRS SHALL NOT EXCEEDTHE SMALLEST FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF FOOT (I,I) 16 14 12 . . BE USED IN JALOUSIES OR LOUVERED WINDOWS. 1.'Vatl 1.,WJaod Frame'.-6: n.c.::.. ` ::'5,38i::. il :15.0,... ::.: .:nA..:.:::.0:077:i:;.:3SG 0 INCH ,.8MM N 3/8 C _ . .. :. . .- ,... .... .. BY MORETHAN LESS STEEL, O ...:::::.. .:>::.:.:..<:.: ...::..,., ..::...:.:..... ( ) HOT DIPPED GALVANIZED STEEL STAIN TE L,SILICON BRONZE OR COPPER - W ndow i:.Wood Frame:bnur�t0l�ane.with Lnw E....: .., "' :.:'....•. :•:.'•6d4:..:' .'..'. .' .': :::'::.U Z80 19n T A PITCH F LATTERTHAN RISE 12 INCHES PER FOOT - .. . INAR OOF WI H INSTALLED 17. ALL UNIT SKYLIGHTS �boor:;wc,5biid.. . ..... ..:. .'. . .... ... ..•.:. . ..... ... .. .. •40 . ::.'.:`. :.':'.. ':'0:3(ip `•':'i'2 34.THE MINIMUM HEADROOM IN ALL PARTS OFTHE ST.AIiZWAY SHALL NOT BE LESSTHAN 6 FEET, EXCEPTION:ONE-HALF-INCH 12.7MM DIAMETER OR GREATER STEEL BOLTS. 1.I AND GREATER 12 12 12 THREE UNITSVERTICAL IN 12 UNITS HORIZONTAL 25-PERCENT.SLOPE) SHALL BE ( ) ( ) 11 borsF:2:'G ,..... , .:,.. 8 INCHES 2032MM MEASURED VERTICALLY FROMTHE SLt)PED PLANE AD OININGTHETREAD Cess.: ;:'. :., `: ._ . .- VETHE P E F ( ) MOUNTED ON A CURB EXTENDING AT LEAST 4 INCHES 102MM) I. ABO LAN O :-*j ,.....,,:; .,. zsb 0 r. i o.�•.�ab-C)n-Sr�rie:Unheated:.. ... . .::,...... ._ .., ..:• ;. :113 :.. :0:0"'.::":.].042;:::SIB THE ROOF UNLESS OTHERWISE SPECIFIED INTHE MANUFACTURERS INSTALLATION NOSING OR FROM FLOOR SURFACE LA r , PLATFORM. Insutationilepth:;:A.Q'.; ?:..::" :' '.:":::. .::.:. :::`::. DESIGN BASED ON 2001 WOOD FRAME CONSTRUCTION MANUAL INSTRUCTIONS, GROUND SNOW LOAD 45 PSF �Ioor::lz.A11;Vituod:)61istj"truss:bvei 9Ur dritiition."pace . 2:212 30.0 0.0::.::`-::Q.033 ..'.'73 35. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION. ..,,, '. :....... . BASIC WIND SPEED I I OMPH ;.: ,;..::..:..;:..:.....::.. o liaiic`Statelner F:'. .. . .t i . . . o O :.... G mp. ,..e. . . r..:;The p oposed,bur ding design:destribed here,,is:CaiiSistent Cyittr,the t:uiid�ng plans,;spetifiications;:anii ettiee` WIND EXPOSURE CATEGORY B calcuiatinr�s submitted with,the pehniC eppl�Catrnr�.The,propased burldinc has been designed td mO.etthd 2010 NeW Y6r'Ede 18. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING I A I SPACE UNDER A H PURPOSES SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND 36. ENCLOSED ACCESSIBLE S C AVE WALLS,UNDER STAIR SURFACE anservat'i4n Co�7structt on CnQe,requtrements,iri RESchetk Version 4:6.T and ta'c+arrt�.with tti® n8ndato '.re uiremehts'li§te yin'': DOOR ASSEMBLY AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/2-INCH (12.7MM) GYPSUM BOARD. SEISMIC DESIGN CATEGORY C the;REStheck InspectiUn.cries><list ::;. ,:,:.,,::: '.: ....: 'p THE RESIDENCE SHALL BE EQUIPPED WITH A 45 MIN.FIRE RATED . EQUIPED WITH A SELF-CLOSING DEVISE. WEATHERING AREA SEVERE :: 37. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR Name Tide .. Signature date. ICE SHIELD YES - MORE RISERS HANDRAILS HEIGHT MEASURED ABOVE ST�IRTREAD NOSING SHALL BE NOT LESS • SEE FLOOR PLAN FOR LOCATION. FROST LINE DEPTH 3-01. .. . .... .. ... . t AN IN ~. : THAN 34 INCHES 8641 t1 AND NOT MORETH 38 INCHES 965MM ,ALL REQUIRED HANDRAILS ( ) ( ) .- THAN ODERAT T .::;;:. FTH STAIRS TERMITE AREA M E O HEAVY ' O E B CONTINUOS THE FULL LENGTHPOINT DIRECTLYABOVETHE M HAL HAVEAT ST ONE SHALL EFROM A 19. BASEMENT WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HA E A LEA O ...... :..:. :. I HT.ENDS HALL BE RETURNEG DECAY AREA SLIGHTTO MODERATE ESCAPE AND RESCUE LOWEST RISER OFTHE FL S S OR SHALLTERMINATE IN NEWEL W ERE EMERGENCY CA 5 U OP EN LNG. H C PE AND RE C .. > . ;.... . .. .'.:. .' ... OPENABL EMERGENCY ESA .... ...... ..... .......... WINTERDES( • .. .. . NOT MORETHAN 44 INCHES 1118MM POSTS OR SAFETYTERMINALS.HANDRAILS ADJACENTTOA WALL SHALL HAVE A SPACE OF NOT GN TEMP II .::`::. :. .. ::.::•:; :.::::....:<;::: .. ;::::::..::;:,:::::'::.` :;,::::..: OPENING ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF N ( ) Prr,'ect Titiie NEW COt�5tti1JGT10` > .....,'.. .., C C f... . ... ....: :.. FtP OrE"Gldtrs'.:.Lfj W N 8MM BETWEENTH_ ALLA ..,. ....:.......:......li2.i 5 INCHES 3 BE N .::,.::::::.::: .::;........::::.::" ..:...... ...::.:::..:..:.., LESSTHAN 11/2 C hTHE HANDRAIL FLOOD HAZARDS. TO DETERMINED BY ABOVETHE FLOOR WHERE A DOOR OPENING HAVING ATHRESHOLD BELOWTHE ADJACENT GROUND ( ) Wta;tleaame:X:10 ,fstEMMANUELtDesktop�TN(��tP5r3N:rck :: p g .i:a .j ELEVATION SERVES AS AN EMERGENCY ESCAPETHE RESCUE OPENING AND IS PROVIDED WITH A PLANS EXAMINER BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION 310.3.THE NET CLEAR OPENING DIMENSIONS REQUIRED BYTHIS SECTION SHALL BE OBTAINED BYTHE NORMAL OPERATION OFTHE EMERGENCY ESCAPE AND RESCUE OPENING FROMTHE INSIDE.EMERGENCY ESCAPE AND RESUE OPENINGWITH A SEE GENERAL NOTES FOR ALL OTHER CODE REQUIREMENTS FINISHED SILL HEIGHT BELOWTHE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCEWITH SECTION R310.2. PROJECT INFORMATION S Y M B O L S ACOUSTICALTILE MARBLE MR. & MRS.THOMAS & JANINETHOMPSON ® CERAMICTILE .i I I OWNER: ® ALUMINUM PLYWOOD 10/14/15 BUILDER USER /TENANT: SAME ISSUED FOR PERMIT E.A. ® BATT INSULATION RIGID INSULATION # DATE REVISION DESCRIPTION BY: NEW RESIDENCE 1:;.•.;':.:;' CONCRETE STEEL PROJECT NEW RESIDENCE PROJECT DESCRIPTION: 0 645 GOLFVIEW COURT, 5,678.00 S.F. CONCRETE BLOCK (PLAN VIEW) ® WOOD ,r..--•-•-' E. MARIAN, NEWYORK PROJECT SQUARE FOOTAGE: CONCRETE BLOCK (DETAILS) WOOD BLOCKING ISTER�o TERN DESIGN GROUP, LLC. ® SGL ,9� 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 LOW Q� �V /V.lr O P � y /*5:;��_, FIRE HAZARD: EARTH DETAIL :SHEET *��� �- -A IT ISAVIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS q D n DRAWING UNLESS AUTHORIZED BY LICENSED ARCHITECT. REQUIRED - INSULATED CONCRETE ° ~ R SYSTEM: BLOCK DETAIL NUMBE DATE: � PROJECT#:; DRAWN BY: DW4��4 - FIRE SPRINKLE X65 �.. ­-., ,., , 1 OCT. 17TH. 2015 15199 F.T.A -- ----- -- ------ - --- --- _ - - - - -- -- - _- - GENERAL NOTES CONTINUED 46. FOUNDATION WALLTHICKNESS BASED ON WALLS SUPPORTED.THETHICKNESS OF CONCRETE AND MASONRY 63. APPROVED CORROSION - RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIORWALL FOUNDATION WALLS SHALL NOT BE LESSTHANTHETHICKNESS OFTHEWALL SUPPORTED EXCEPTTHAT ENVELOPE IN SUCF-{A MANNER ASTO PREVENTTHE ENTRY OFWATER INTOTHE CAVITY WALL OR FOUNDATION WALLS OF AT LEAST 8- INCH (203MM) NOMINALTHICKNESS SHALL BE PERMITTED UNDER PENETRATION OFWATERTOTHE BUILDING STRUCTURAL FRAMING COMPONENTS,THE FLASHING SHALL EXTENDTOTHE SURFACE OFTHE EXTERIORWALL FINISH AND SHALL BE INSTALLEDTO PREVENT „ 4" 2'�. BRICK-VENEERED FRAME WALLS AND UNDER 10 INCH WIDE (254MM) CAVITY WALLS WHERETHETOTAL HEIGHT WATER FROM P.EEhJTERINGTHE DCTERIORWALL ENVELOPE.APPROVED CORROSION RESISTANTall OFTHE WALL SUPPORTED,IN R ODI AND RBLE I I2 AROE M ORETHAN 20 FEET(6096MM),PROVIDEDTHE FLASHING SHALL EE INSTALLED AT ALL OFTHE FOLLOWING LOCATIONS: REQUIREMENTS OF SECTIO 0 0 ° o TEn 1. ALL LOAD-BEARING WALLS SHALL BE PLACED IN CONTINUOUS CONCRETE FOOTINGS PLACED I -ATTOP OF ALL�XTERIORWINDOW AND DOOR OPENINGS IN SUCH A MANNERASTO BE LEAK PROOF, EXCEPTTHAT SELF FLASHING WINDOW HAVING A CONTINUOUS LAP OF NOT LESSTHAN 1 1/8 INCHES 8M OVERTHE SHEATHING MATERIAL AROUNDTHE PERIMETER OFTHE OPENING,INCLUDING DOTING. _ - - -- INTEGRALLY WITH THE EXTERIORWALL F,LOAD-BEARING MA I � Z 2. THE MINIMUM ACfUALTHICKNESS OF A SONRYWALLSHALL BE NOT LESSTHAN 4 IN �pRl ERS,DO NOT REQUIRE ADDITIONAL FLASHING, JAMB FLASHING MAYAL50 BE OMITTED. :•= � - -- --- - (102MM) NOMINAL OR 3 3/8 INCHES (92MM)ACTUAL TH I CKNESS,AND SHALL BE BONDED INTEGRALLYWITH 2-ATTHE INTERSECTION OF CHIMNEYS AND OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO LAVATORIES PIERS SPACED IN ACCORDANCE WITH R606.8 . WALLS,WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPING. 3. PIERS SHALL BE CONSTRUCTED IMASCiN Y WALLEVvITH IN ACCO DAON R6065 AND R6065.NCE WITH SECTION R608. D SHALL BE BODED INTOTHE LOAD-BEARING .1 OR SECTION 3 -UNDER AND Ar ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. NAILED CONNECTION (1)(2) THROUGH- BOLTED CONNECTION (3) STRUCTURAL WOOD SCREW CONNECTION R608.1,1.2 . 4-CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. THE MAXIMUM HEIGHT OF A 4 INCH (I 02MM) LOAD-BEARING MASONRY FOUNDATION WALL SUPPORTING K OR STAIRS ATTACH AWALL OR FLOOR ASSEMBLY OF MULTIPLE 2 ROWS 3.212d 3 ROWS 3.212d 2 ROWS 1/2" 2 ROWS 1/2" 2 ROWS 3.2 3 ROWS 3.2 4. 5-VdI-!ERE EXTERIOR PORCHES,DECKS ASSEMBLY (0.148"x 3.25") (0.148"x 3.25") BOLTS BOLTS (0.148"x 3.25") (0.148"x 3.25") WOOD FRAMED WALLS AND FLOORS SHIALL NOT BE MORETHAN 4 FEET (I219MM) IN HEIGHT. 5 7WHER EXE RIOR PORCHES, ANCHORAGE SHALL BE IN ACCORDA�JCEWITH SECTION R403.1.6 ORAS SPECIFIED BY ENGINEERED (SEE ABOVE) COMMON WIRE COMMON WIRE AT 24"O.C. AT 12"O.C. COMMON WIRE COMMON WIRE 5. ANC �_3� _3AT 1211O.C. AT 12"O.C. AT 24"O.C. AT 12"O.C. DESIGN. 6-AT WALL AND ROOF INTERSECTIONS, L FOR 4 INCH 102MM) FOUNDATION WALLS SHALL NOT EXCEED 24 INCHES (61 OMM) ORTO EACH OTHERWITH A _ A 470 705 505 1015 500 995 6.THE UNBALANCED FILL ( ° FOR SOLID MASONRY OR 12 INCHES (305MM) FOR HOLLOW MASONRY. 64. FRAMING DETAILS:RAFTERS SHALL BE FRAMEDTO RIDGE BOARD 745 GUSSET PLATE ASATIE.RIDGE BOARD SHALL BE AT LEAST I- INCH (25.4MM) NOMINALTHICKNESS AND B 355 530 380 760 375 ER ATALLVALLEYSANDHIPSTHESHALLBEA I\ N 47. HEIGHT ABOVE FINISHED GRADE CONCRETE AND MASONRY FOUNDATION`NA.LLS SHALL EXTEND ABOVE NOT LESS IN DEP'THTHANTHE CUT END OFTHE RAFT C 340 680 330 665 THE FINISHED GRADE !SHED RADE C E FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102MM) VALLEY OR HIP RAFTER NOT LESSTHAN 2- INCH (51 MM) NOMINALTHICKNESS AND NOT LESS IN DEPTH - WATER CLOSET ASONRYVENEER IS USED AND A MINIMUM OF 6 INCHES(152MM) ELSEVdHERE, THANTHE CUT END OFTHE RAFTER HIP ANDVALLEY RAFTERS SHALL BE SUPPORTED ATTHE RIDGE 2'-6" WHERE M BY A BRACETO A BEARING PARTITION OR BE DESIGNEDTO CARRYAND DISTRIBUTETHE SPECIFIC 48. BACKFILL SHALL NOT BE PLACED AGAINSTTHE WALL UNTILTHE WALL HAS SUFFICIENT STRENGTH AND LOAD ATTHAT K)INT.WHERETHE ROOF PITCH IS LESSTHAN THREE UNITSVERTICAL IN 12 UNITS HAS BEEN ANCHOREDTO THE FLOOR ABOVE,OIR HAS BEEN SUFFICIENTLY BRACEDTO PREVENT DAMAGE BY HORIZONTAL(25 PERCENT SLOPE),STRUCTURAL MEMBERSTHAT SUPPORT RAFTERS AND CEILING ° 24"CLEARANCE IN THE BACKFILL JOISTS,SUCH AS RIDGE BEAMS,HIPS,AND VALLEYS,SHALL BE DESIGNED AS BEAMS, FRONT OF OPENING 49, EXCEPTION:SUCH BRACING IS NOT REQUIRED FORWALLS SUPPORTING LEESTHAN 4 FEET(I219MM) 65.CEILING JOISTAND RAFTER CONNECTIONS:CEILING JOISTS AND RAFTERS SHALL BE NAILEDTO EACH OF UNBALANCED BACKFILL. OTHER IN ACCORDANCE WITH TABLES R602.3(1)AND R802.5.1 (9)ANDTHE ASSEMBLY SHALL BE NAILED TOTHETOPWALL PLATE IN ACCORDANCE WITH TABLE R602.3(1).CEILING JOIST SHALL BE CONTINUOUS 50. WOOD SILL PLATES SHALL BE A MINIMUM OF 2 INCHES BY 4 INCHES (51 MM BY 102MM) NOMINAL LUMBER OR SECURELY JOINED WHERETHEY MEET OVER INTERIOR PARTITIONS AND NAILEDTO ADJACENT AROUND CONCRETE OR MASONRY RAFTERSTO PROVIDE A CONTINUOUSTIE ACROSSTHE BUILDING WHEN SUCH JOISTS ARE PARALLEL LAYOUT CLEARANCES (TYR) 5I. CONCRETE OR MASONRY FOUNDATIONS GRAINS SHALL BE PROVIDED TOTHE RAFTERS. FOUNDATIONSTHAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE. 66.THE ENDS Of EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESSTHAN I I/2 INCH (38MM) OF DRAINAGETILES,GRAVEL OR CRUSHED STONE DRAINS,OR PERFORATED PIPE SHALL BE INSTALLED AT OP, BEARING ONV"✓C�pp OR METAL AND NOT LESSTHAN 3 INCHES (76MM) ON MASONRY OR CONCRETE. " 20GA.SIMPSON EEL ST TIE =En BELOWTHE AREATO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO AN (NAILING SCHEDULE) LSTA 24" 20 GA. STEEL STRAP APPROVED DRAINAGE SYSTEM.GRAVEL OR CRUSHED STONE DRAINS SHALL EXTEND AT LEAST I FOOT(305MM) 67. FASTENERS:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL„STAINLESS STEEL, (MIN. 1 1/4"x 20 GAUGE BEYONDTHE OUTSIDE EDGE OFTHE FOOTING AND 6 INCHES (153MM)ABOVETHETOP OFTHE FOOTING ALUMINUM OR CpppER ROOFING NAILS,MINIMUM 12 GAGE[(0.105 INCH (2.b7MM)]SHALLWITH A JOINT DECRIPTION #OF NAILS NAIL SPACING EA. SIDE INTO RIDGE & RAFTE AND BE COVERED WITH AN APPROVED FILTER�1EMBRANE MATERIAL.THETOP OF OPEN JOINTS OF DRAIN ROOF FRAMING MIN. OF 12" BEARING ON RAFTERS TILES SHALL BE PROTECTED WITH STRIPS OF BUILDING PAPER,AER DRAINAGETILES OR PERFORATED MINIMUM 3/8-INCH (9,5MM) DIAMETER HEAD,ASTM F 1667,OF LENGTHTO PENETRATE THROUGHTHE W/ LSSU 28 CONNECTORS PIPE SHALL BE PLACED ON A MINIMUM OF 2 INCHES (51 MM) OF WASHED GRAVEL OR CRUSHED ROCK AT LEAST ROOFING MATERIALAND AMINIMUM 3/4 INCH (19.1 MM) INTO ROOF SHEATHING.WHERE OUGHE ROOF Rafter to To Plate(Toe-nafle 3 8d per rafter ONE SIEVE SIZE LARGERTHANTHETILE JOINT OPENING OR PERFORATION AND COVERED WITH NOT LESSTHAN SHEATHING IS LESSTHAN 3/4 INCH (19.1 MM)THICK,THE FASTENERS SHALL PENETATETHROUGHTHE Ceiling joist to Top Plate(Toe-nailed) 3-8d perjoist 6 INCHES (153MM}©-ETRE SAME MATEE�IAL. SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d each lap _- Ceiling Joist laps over Partitions(Face-nailed) _ 6-16d_ _ each lap 68. ASPHALT SHINGLES SHALL HAVE A MINIMUM NUMBER OF FASTENERS REQUIRED BYTHE CollarTie to Rafter(Face-nailed) 3-8d per tie EXCEPTION: MANUFACTURER.FOR NORMAL APPLICATION,ASPHALT SHINGLES SHALL BE SECUREDTO TWO Blocking to Rafter(Toe-nailed) 2-8d each end (2) SIMPSON "H2" FASTENERS PER INDIVIDUAL SHINGLE,WHERETHE ROOF SLOPE EXCEEDS 20 UNITSVERTICAL IN 12 Rim Board to Rafter(End-nailed) 2-16d each end CONNECTORS @ 16" A DRAINAGE SYSTEM IS REQUIRED WHEN FOUNDATION IS INSTALLED ON WELL-DRAINED GROUND UNITS HORIZONTAL(20,12),SPECIAL METHODS OF FASTENING ARE REQUIRED. WALL FRAMING (ONE EACH EC TER/STUD) OR SAND-GRAVEL MIXTURE SOILS ACCORDING TOTHE UNIFIED SOIL CLASSIFICATION SYSTEM,GROUP I MUST CONNECT SOILS,AS DETAILED INTABLE R405.1 . 69. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET(61 OMM) HIGHERTHAN ANY PORTION IG A BUILDING Top plate at Top Plate(Fs(Fac i nail 2-16d perfoot RAFTER TO TOP To Plate at Intersections(Face-nailed) 4-16d joints-each side PLATE TO EACH 52. CONCRETE AND MASONRY FOUNDATION DAMP PROOFING EXCEPTWHERE REQUIREDTO BEWATERPROOFED BY VATHIN 10 FEET(1048MM) BUT SHALL NOT BE LESSTHAN 3 FEET(914MM)ABOVETHE HIGHEST POINT Std to Stud (Face-nailed) 2-16d 24"o.c. N R406.2 FOUNDATION WALLS RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED WI-{ERETHE CHfM(v�PASSESTHROUGHTHE ROOF. Header to Header(Face-nailed) 16d 16"o.c.along ectes WALL STUD SECTIO 2-16d per 2 x 4 stud BELOW GRADE SHALL BE DAMP PROOFED FROM THETIP OFTHE FOOTINGTOTHE FINISHED GRADE.MASONRY Top or Bottom Plate to Stud(End-nailed) USE 9 5MM PORTLAND CEMENT PARGING APPUEDTOTHE EXTERIOR 70, APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE,REPAIRAND REPLACEMENT 3-16d per 2 x 6 stud WALLS SHALL HAVE NOT LESSTHAN 318 INCH ( " ) WITHOUT REMt)VING PERMANENT CONSTRUCTION"THIRTY INCHES (762MM) OF WORKING SPACE SHALL 4-16d per 2 x 8 stud NAI x . 1/2" OFTHE WALL.THE PARGING SHALL BE DAMP PROOFED WITH A BITUMINOUS COATING,3 POUNDS PER SQUARE Bottom Plate to Floor Joist,Band Joist,End joist 2-16d per foot NAILS. YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT, I/8 INCH (3.2MM) COAT OF SURFACE-BONDED MORTAR BE PROVIDED Ihl FRONT OFTHE CONTROL SIDETO SERVICE AN APPLIANCE.ROOM HEATERS SHALL BE or blocking(Face-nailed) COMPLYING WITH ASTM C 887 ORANY MATERIAL PERMITTED FORWATER PROOFING IN SECTION R406.1 TOTHE PERMITTED TO RE INSTALLED-WITH AT LEAST AN 18-INCH (457MM)WORKING SPACE.A PLAT FORM SHALL FLOOR FRAMING EXTERIOR OFTHE WALL, NOT BE REQUIRED FOR ROOM HEATERS. 4-8d per joist CONT.ALUM. Joist to SiII,Top Plate or Girder(foe-nailed) WATERPROOFING IN AREAS WHERE A HIGH WATERTABLE OR Bridging to oast(Toe-nailed) 2-8d each end FLASHING 53. CONCRETE AND MASONRY FOUNDATION 7f. APPLIANCES INSTALLED IN A COMPARTMENT, BASEMENT,OR SIMILAR SPACE SHALL BE g g J � ) 2-8d each end EXTERIOR FOUNDATION WALLSTHAT RETAIN ACCESSED BY AN OPENING OR DOORAND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS Blocking to Joist(Toe-nailed) OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWNTO EXIST, Blocking to Sill orTop Plate(Face-nailed) 3-16d each block 2"X LEDGER BD. D ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE SHALL BE WATERPROOFED THAN 24 INCHES (61 OMM)WIDE AND LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST APPLIANCE Ledger Strip to Beam(Face-nailed) 3-I 6d each joist EARTH AN INTHE SPACE.PROVIDEDTHAT A LEVEL SERVICE SPACE OF NOT LESSTHAN 30 INCHES (762MM) DEEP 3-8d per joist 2"X ROOF RAFTER WITH MEMBRANE EXTENDING FROMTHETOP OFTHE FOOTINGTOTHE FINISHED GRADE.THE MEMBRANE Joist on Ledger to Beam(Toe-nailed) SIMPSON "HD2A" ANDTHE HEIGF4T OFTHEAPPLIANCE,BUT NOT LESSTHAN 30 INCHES (762MM},IS PRESENT ATTHE Band Joist to Joist(End-nailed) 3-16d per joist SHALL CONSIST OF 2-PLY HOT MOPPED FELTS,55 POUND 2 K POLYMER-MODIFIED ODIFIROOFING,6PHALTTHE JOINTS) POYINTH FRONT OR EIG`AICE SIDE APPLIATHE CE,BU CEWITHSST THE DOOR OPEN. Band Joist to Sill orTop Plate(Toe-nailed) 2-16d per foot o CONNECTORS LOCATED CHLORIDE,6 MIL(0"15MM) POLYETHYLENE OR 40 MIL(I M ) AS SHOWN ON PLANS MEMBRANE SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COM PROOFING ROOF SHEATHING-' MEMBRANE, 72. ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND 8d 6"edge 112"field A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST Structural Panels 4"O.C.Gable Rake D.H. SIMPSON STRONGTIE 1 1/4"W CS 20 GA. Diagonal Board Sheathing 54, STEEL COLUMN PROTECTION: ALL SURFACES (INSIDE AND OUTSIDE) OF STEEL COLUMNS SHALL BE GIVEN APPLIANCE,BUT NOT LESSTHAN 30 INCHES (762MM) HIGH AND 22 INCHES (559MM)WIDE AND NOT MORE I"x 6"or 1"-x 8" 2-8d per support CONNECTORS @16" O.C. (12" BEARING THAN 20 FEET(6096MM) IN LENGTH WHEN MEASURED ALONGTHE CENTERLINE OFTHE PASSAGEWAY I"x 10"or wider 3-8d per support ON STUDS) SHOP COAT OF RUST-INHIBITIVE PAINT,EXCEPT FOR CORROSION-RESISTANT STEEL AND STEELTREATED WITH FROMTHE OPENINGTOTHE APPLIANCE,THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING COATINGSTO PROVIDE CORROSION RESISTANCE. IN ACCORDAN'CEWITH CHAPTER NOT LESSTHAN 24 INCHES (762MM) DEEPAND 30 INCHESWIDE SHALL CEILING SHEATHING LSSUSIMPSON HANGS TIE SHALL BE RESTRAINEDTO PREVENT LATERAL DISPLACEMENT BE PRESENT ALONG SIDES OFTHE APPLIANCE WHERE ACCESS IS REQUIRED. @ 16 28 U HANGER o 55. STRUCTURAL REQUIREMENTS:THE COLUMNSGypsum Wallboard 5d coolers 7"edge/ 10"field @ 16"O.C. ° ATTHE BOTTOM END.WOOD COLUMNS SHALL NOT BE LESS IN NOMINAL SIZETHAN 4 INCHES BY 4 INCHES 73 PLUMBER I,RESPONSIBLE FOR SAW CUTTING AND CHOPPING OF CONCRETE FOR SANITARYWASTE WALL SHEATHING c (102MM BY 120MM)AND STEEL COLUMNS SHALL NOT BE LESSTHAN 3-INCH-DIAMETER(76MM) STANDAR ROUGH AND[)OMESTICWATER LOCATION IF NECESSARY. PIPE OR EQUIVALENT. Structural Panels 8d 6"adge/ 12"fielrl -FLOOR SPACE BETWEENTHE BOTTOM OFTHE FLOOR JOISTS ANDTHE EARTH UNDER ANY 74. PLUMBER RESPONSIBLE FOR EXCAVATION,BACKFILLING,AND COMPACTING OFTRENCH'S INTERIOR Fiberboard Panels 6d 3"edge/6"field 56, THE UNDER BASEMENT OR CELLAR) SHALL BE PROVIDED WITH AND EXTERIOR OF BUILDING. 7/16" BUILDING (EXCEPT SPACE OCCUPIED BY A BAS 2,5/32" 8d 3"edge/6"field SIMPSON "HD2A" LSSt VENTILATION OPENINGTHROUGH FOUNDATION WALLS OR EXTERIORWALL_S.THE MINIMUM NETAREA OF Gypsum Wallboard 5d coolers 7"edge/ 10"field o CONNECTORS LOCATED VENTILATION OPENING SHALL NOT BE LESSTHAN i SQUARE FOOT FOR EACH 150 SQUARE FEET(0.67M 75. PLUMBERTO VERIFY DEPTH OF EXISTING SANITARYWASTE LINE BEFORE COMMENCINGWOR.K. Hardboard 8d 6"edge/ IT'field AS SHOWN ON PLANS Particleboard Panels 8d 6"edge/ 12 field SQUARED FOR EACH ICOM SQUARED) OF UNDER-FLOOR SPACE AREA, ONE SUCHVENTILATING OPENING 76 ALL ROOFPENETRATIONSTO BETEMPORARILY SEALED,FINAL SEALING TO BE DONE BY ROOFING Diagonal Board Sheathing SHALL BE WITHIN 3 FEET(914MM) OF EACH CORNER OF SAID BUILDING, CONTRACTOR,. ALLR I"x 6"or I"x 8" 2-8d per support 5/8" DIA.ANCHOR I"x 10"orwider 3-8d per support BOLT 12" FROM CORNERS 57. AN R FLOOR SOPACEN EE SECTION M 1305,1,4 ORCHES (ACCE S REQUIREMENTS LWHERE L BE OMEC DNI ALE FLOOR SHEATHING & @ 36" O.C. UNDEINCHES BY 24 R-FLOOR 77. PLUMBING CONTRACTORTO COORDINATE ALL PIPING WITH OTHERTRADES PRIORTO ANY PIPING - NDERENT IS LOCATED UNDER FLOORS, BEING INSTAL!ED. Structural Panels 8d 6"edge/ 12 field I"or less 10d 6"edge/6"field (INTO CONCRETE EQUIPM58. MAXIMUM SPACING OF SUPPORTS ANDTHE SIZE AND SPACING OF FASTENERS USED TO ATTACH 78. PLUMBING CONTRACTORTO SUBMIT 5 SETS CATALOG CUTS FORAPPROVALTO ARCHITECT PRIOR greaterthan I" FOUNDATION) TO STARTING. Diagonal Board Sheathing 2-8d per support GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5.GYPSUM SHEATHING SHALL BE ATTACHEDTO I"x Cor I"x 8" 3_gd per support 4- EXTERIORWALLS IN ACCORDANCE WITH TABLE R602.3(I) GYPSUM BD.AT RIGHTFR ANGLES EM PARERS,EXELTO FRAMING 79. PLUMBING CONTRACTOR RESPONSIBLE FOR SECURING PERMITWITHTHE BUILDING DEPARTMENT'S I"x 10"or wider MEMBERS.ALL EDGES AND ENDS OF GYPSUM! BOARD SHALL OCCUR ONTHE FRAMING MEMBERS,EXCEPTTHOSE PLUMBING DI`✓ISION. EDGES AND ENDSTHAT ARE DS OF GICULAIRTOTHE FRANKING MEMBERS.INTERIOR GYPSUM BOARD SHALL NOTE:ALL STRAPPING TO HAVE A MIN. BEARING OF 12" ON ROOF RAFTERS AND STUDS. To HAVING JURISDICTION, EXPOSED !TIES HA EXP AUTHORITIES J IS UT NOT BE INSTALLED WHERE IT 80. PLUMBERrO COORDINATE ALL INSPECTIONS WITH LOCAL A W ORTYPE S IN PROVIDE 3"X3" WASHERS @ ANCHOR BOLTS DTO WOOD FRAMING SHALL BETYPE1/2" BOAR LINES WITH FIBERGLASS '' *" '' b CREWS FOR GYPSUM M . DOMESTIC COLD,HOT, RECIRCULATING > at W "� "+ 'N'k 'r' 59. S /8 INCH 15.9M I PLUMBER INSULATE ALL DO LESSTHAN 5 ) 8 . �O ; F tik4 ""s`;iS•'FT �l 4Ae�"�,I,,. d!' t NOT LESS T ( I� TET E WOOD N O DETAILS �L PENETRA ' AL CONNECTION D SH '(�,, �ti,,.+'.;," 002 AN �' ,... STM C I ' A -i '"tR r` i.4;;i,•�'.;1%; n1`i� t.di�i.'„ a,r,,,ir„s:�'^.x::•> .,,,... y; ORDANCE WITHF",. y � •��r-,�,'t:., a).. .r,�.;.,.r.f,,,;.,,.,.,�.,.;.,,,;-,�,.:,. :"::.:.� ACC _ uti RETYPE 5 IN INSULATION. , . .�•'..,�.,,,.t , ,,,:.. .,,. #:�,.: ,.�,,, GAGE STEEL FRAMING SHALL � O LIG ` T "'�. #. '9R� :'tfl�,.rw`,�. .r�� >va'+� ,1+• ��,.''�` :=`:r:i„aky ,,: %'r � `�`��,°;i*--, G GYPSUM BOARD # . CHIN k �,�� .t.. rU;:,.,,,v::, +;�:r»::}n:.,'.�rA,,:'�.,�s,; ;, I SCREWS FOR ATTA CH 9.5MM NETRATETHE STEEL NOT LESSTHAN 3/8 IN ( )• P , C .;.., , C 1002 AND SHALL PE H LINES OR BATHROOM GROUP ACCORDANCE WITH ASTM N.T.S 82. PLUMBERTp PROVIDE BALL SHUTOFFVALVES ON ALL BRANCH SCREWS FOR ATTACHING GYPSUM BOARD TO STEEL FRAMING 0.0033 INCH TO 0,1 12 INCH (0.838MMT0 2.84MM0 THICK SHALL COMPLY WITH ASTM C 954. RELIEF LINE FROM WATER HEATER 83, PLUMBERTO RUN OUT DRAIN AND A",rr' n ED IN ACCODANCEWITHANSIA108.1,A108.4,A108.5,A108.6,A108,1I ' 14' i " k SURFACE SHALL BE INSTALLED '`" �"' `'`M ''" 60. CERAMICTILE R BON EXTERIOR E OSE BI s.a a ,'. + 4. PROVID ATERTO H ,y ,.; L..�' ; a + ,uf z ,.y. P? °t 37.1. " :# 23: ,>}r „ b 118.3 A136.1 ANDA! 8 N c ap 3 „ j �r tt A, 2 , 4t, ' i k t #y„ ,Mg h#4:d AI 18,I A {y a ,$ i f f A i l t fr F, r , F'r}T`'+ �v 7� 1�,' s a 17! snd',.(� 1Qt; ;,lu ER WITH FLARED JOINTS. ) I:,;. c t ,{ ;fi s . ° ,,,: ;::{ r Ere+ :; THIS CHAPTER"TABLE 5. UNDERGROUND DOMESTIC WATER PIPINGTO RETYPE K COPA ,, �r, ",, BE INSTALLED IN ACCORDANCE WITH 8 ��,� { ryrf, ,x,'x + E AND MASONRYVENEER SNA'.LL 1 rv.$S'4.i , 's,s{; g§ :ria+d.,. ,.5;.! ,ot7 r ' ;.s.a 61. ALL STONE OD OR COLD-FORMED STALLED OVER BACKING O F WO ,; _ X , ;. ,. ,„,.`, „,;#Sr"c,,.a 1 , � n . ,. It` SOLDERED DINTS. ;,,f� � ,3 " . , s VENEERS WITH 95/5 J �, ,,. SUCH COPPER ., r. .�a.. ,. ,!�_. . .., .�,• .,.,. , t ,,.,. _ .:; D FIGURE R703.7.S TO RETYPE L COPA t ,I...,,,.:..,>,., R703.4 AN M ATER PIPING INCHES 127M ABOVEGROUND DOMESTICW , ,,. �'. •.L. .,, . ,,r ,,, ,,.. ,... �r,..�r EXCEED 5 ) 85. ,OU HALL NOT ( VE GRADE A dd ABOVE i'tu+; # Y. TOR E FIRS ,. :, E LIMITED .>,�� HALL B STEELS �,..�t. �$s E },' ITR �;'. •'�:. '°�:, ;' TOGEI-HERW '.,�`N,,,r.�,,,t,�,t��' ,x,;�j:��{r.,�, ,t;,, ,h,.,�v�,",,}�r -�:� ,,.. {S r"•.� ��� -;� .,<r , •.,E.;:,., . IN THICKNESS. 87. UNDERGROUND SANITARY WASTETO BE SERVICE WEIGHT CAST IRON JOINED SAND NE t��,��`i-r,r` E LESS INTHICKNESSTHAN N0.9 U.S.GAGEWIR NEOPRENE GASKETS. € ND WIRE,SHALL NOT B +, t J , a, �1 , z t ,r a 1t' 19 62. VENEERTIES,IF STRAND "` BE NOT LESS ,,,,,,,:t,Jr ,'Y ?,s# er, �y ; ` ; "t f t�,. 1s o; 1 10/14/15 E.A. THE MORTAR JOINT,OR IF SHEET METAL,SHALL 5f3'ri'r : fi ISSUED FOR PERMIT HALL HAVE A HOOD EMBEDDED IN RE RYANDVENT PIPINGTO BE NO-HUB CAST IRON JOINED BY ` S BE SPACED NOT MO 88. ABOVEGROUND SANITA CORRUGATED.EACH TIE SHALL �� � :,r � � - � � J BY: ,'r:'";i`"";=:F,.,` �} 2 a` e', N THAN N0.22 U.S.GAGE BY 7/8 INCH (22.3MM) CORRUG ORETHAN 3 I/4" STEEL CLAMIaS, , . ,.+,.;�wy;,, "a+h :; ^,,,; (u , � i DATE REVISION DESCRIPTIO IZONTALLYAND SHALL SUPPORT NOT M TER HOFS )' EN y THAN 24 INCHES (61 OMM) ON C =z. t �ft1'd;,'' '•;F ''t`iNCN�iSY;?M1 ,. 3,i z;y # (j��`7'Sy,Itta'7;y'�'[i,E� ',�,�il� �� 'Q ,i,- ''',rj 4 :�R 2 OF WALL AREA, DE. ,zV E FEET 0.302 M N.YS.PLUMBING CO SQUARE ) UNDS V✓ R WITH S PO O MPLY ,�+ �. , _ d $ , h a �, ,� ,� 3 ��'; : � ', � PROJECT Q ( ORETHAN 30 89. ALL ,KTO CO � "� ° , ° ''�� `� `I � �� � a � '� �° F,''.g IN WIND AREAS ,iE$, ±s,'<Y, ( + �ytn" .' K a s 4 D I OR D2 AND , <> ;' ` GN CATEGORY fr +N; n; h rr a d, ph ,}'1 . PRO NEW RESIDENCE TION:IN SEISMIC DES! i�' EXCEPTION: RE FEET 0.186 M2 s k � 4 4 t i { AN 2 SQUARE ( ) ��,s",,,,�1,�X s Ti k'I,� dry$, r fi 1'A'ay, � F� � � 1 � .P ,. Ct i SUPPORT NOT MORETH Q . r� ��,_'�,i,,n,''+t�< �'�,,�;!��yr;��?;. '�_��'�.: '�k�: ;� `,�� .-rs i'�' � ' ,r ,`': ,r .. >, 645 GOLFVIEW COURT, OOT 1.44KN/M2 ,EACH TIE SHALL TE ALL GAS WORK WITH LOCAL UTILITY AND THE BUILDING ' PER SQUARE F ( ) UMBER SPONSIBLETO COORDINA a,�j " 90. PLUMBER IS RE � r;�r +k<s •x.M�,, : �# �` �; • ::� t"� � 1 9 r �))I k;; i r b �. "f y ' f< ;� r 1� �S„ � ,,8 '" �, ! r E. MARIAN, NEW YORK OFWALLAREA, DEPARTMENT PLUMBING DIVISION. I sj yyyh. r � � t�k NOTE: ACCORDANCE WITH CHAPTERS 12-24 OFTHE RESIDENTIAL CODE OF - LSYSTEM SHALL BE INSTALLED IN ACC I.THE MECHANICAL MATERIA RTHE STRUCTURAL MEMBERS ISTD BE IDENTIFIED WITH 8502.1.MATERIALS FOR LOAD { y 91. L FO ,�•t'.<�:,"yli.E i:; y� E k,; C #i ?,' �4 i %r7 S�$ Jg?[[[ a Mgtj ¢7�4 NEWYO RK STATE. IED IN ACCORDANCETO R602.1. GSTt ES AND HEADERS BE IDENTIFIED TERN DESIGN GROUP, BEARING IDS:PLAT r�t� M'�'i ����a � ,i , L CODE OF " 1 ) O N C 42-3184 Fax 631 242 31 25-32 OFTHE RESIDENTIA k' ., F} / SSadj } ` +'+ , " ' ,: s „r,8 ; , {0 1? �L K. Sunrise Highway,Lindenhurst, 11757 Tel:(631)2 ( ) 2. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS J , s T k y �� y�� sar <,4 tz y �7 ,�qtp 125E 9 Yr NEWYORK STA TE "fir 9 !' w .. T,n a^,'i„s' Nxn.,°k,�<r t'3 dst �is,t s ,z, L d t _ '�6 PERSON TO ALTER ANY ITEM ON THIS 33-42 OFTHE RESIDENTIAL . �, t, s al , ,ni, l X) < x v anti ?- ;�}j; ^ ,,.. , -� IT IS AVIOLATION OF THE LAW FORANY ACCORDANCEWITH CHAPTERS f, f, , 3. ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACC a F ,;x, «, 1 d +. t,'aKa1 •.+ , g _ ,',a�:..F, > � :'` ti TATE. s,, `'"zyk " 'k y' ;�'�' s ap�q dcOtO pop gCpgoc lit q 3 < DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. CODE OF NEWYORK S 4.EXTERIORWINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCEWITH SECTION R613.5.ALL GLAZING SHALL , OF9465SOPFDATE: PROJECT#: DRAWN BY . Ar COMPLYWITH SECTION R308. OCT.^T12TH, 2015 15199 E.TA DW ar- "V+"...I r cn-TYI�' - �ar7"_r,l�r., .. , �(-C'C)f?T�'',t•.t'.._, ,.rlTl'-I SFC-il!�PI f'11`;01. ,. - , .. ,:- ' ._ --- -- ---- -. _._. � I � . . � - . - . GENERAL NOTES CONTINUED I . 92, STRUCTURAL FLOOR MEMBERS ARE NOTTO BE CUT,BORED OR NOTCHED IN EXCESS OFTHE 115. FUEL GAS PIPING SYSTEM MATERIALS,COMPONENTS,FABRICATION,ASSEMBLY,INSTALLATION, SIMPSON STRONGTIE CRIPPLE NOTEWINDOWS SHALL HAVE A DR RATING OF 30 OR GREATERAND A B RE ENGINEERED TESTING METHODS,OPERATION AND MAINTENANCE INFORMATION IN ACCORDANCEWITH SECTION H2 HURRICANETIE STUDS U-VALUE OF 28.PROVIDE WIND BORNE DEBRIS PROTECTION WOOD LIMITATIONS SPECIFIED IN FIGURE R 502.8.CUTS,NOTCHES AND HOLES 0 D IN G2401 (I 0 1) G2401 (407).GAS PIPING ISTO BE DESIGNED IN ACCORDANCE WITH SECTION G2412(402). 2 x SIMPSON STRONGTIE STRUCTURAL PANELS AT EACH WINDOW AS PERTABLE RR301.2.1.2 ATTACHED. WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE PIPING MATERIALS ARETO COtIPLYWITH SECTION G2413 (403).STRUCTURAL MEMBERS ARE NOTTO ROOF SPH 18 GAUGE ALL GLAZING SHALL COMPLY SEC.R308 AND SHALL BETEMPERED GLASS AND SPECIFICALLY CONSIDERED IN THE DESIGN OF MEMBERS,IN ACCORDANCEWITH R 502.8.2.STUD BEWEAKENED BY INSTALLATION OF GAS PIPING,IN ACCORDANCEWITH SECTION G2405 (302).PIPING MEMBER STUD PL I TIE I I I AS SPECIFICALLY INDICATED ON LOCATIONS ON THE PLAN.CUSTOM WINDOWS YWITH R602.6. ACCEPTABLE IN DRILLING AND NOTCHING ARE ALSO TO COMPI2 INSTALLATION ISTO COMPILYWITH G2414(404).KINKS IN PIPES ARE NOTTO _ SHALL PASSTHETEST REQUIREMENTS OF CPSC 16 CFR,PARTI201,GLAZING I . ACCORDANCE WITH SECTION G2415 (405). 1(2)2X E I SHALL COMPLYWITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR . . 93, PIPING PEN ETRATIONS THROUGH FIRE-RESISTANT-RATED WALLS OR FLOOR ASSEMBLIES TOP PLAT . , -_ . . ING CONDUCTOR FOR ELECTRIC AND CONTROL .., .. .1 ..-,.I; .� - .-.... .. ��A-rf-,­/-�M\/ 11 A r Mr-n-rA M1 F- F'ln^rl -1 A-r-rA e�l 1�r'N ARETO COMPLYWITH R321.3. 11 6. GAS PIPING IS NOTTO BE USED AS A GROUND . .t-- -+ .. . . .. . - - M- — - : W_* . .. .. .. - ITH R702.40.OTHER FINISHES SYSTEMS. I .. 1. . .... . % .. r 94, CERAMICTILE SURFACES AND INSTALLATION ARETO COMPLYW - . - � � - : 0 I. . I ARETO COMPLYWITH R702.5 AND R7021.6. .1 1 :1 ------- - . - , . .- ­ - ------ .- - ­ ­_ .. - -- -1/8"GALV.STL - I ­ . I : , . ­ 1. � I � I . . . �' 117. GAS PIPING ISTO BETIESTED FOR LEAKS IN ACCORDANCIEWITH G2414,16 (404 6).SEE ALSO - : . -. - � - � ­ . . . _'________­ - * . -4 . HEADER � * 1� HINGE LOCK . I OMPILYVVITH SECTION G2416(406). rv- : . - 95, HOUSE WRAP MATERIAL OR BUILDi NG FELT AND ITS I INSTALLATION ARETO C . .. 3/8"X 3" GALV.LAG BOLTS R703.2. 11 8. GAS SHUT OFFVALVES APETO BE PROVIDED IN ACCORDANCEWITH SECTION G2419 (409)AND " .. - INTOJACKSTUDS � - . 1 96, FLASHING MATERIAL ARETO BE CORROSION-RESISTANT AND ARETO BE INSTALLED IN G2421 (41 I). . � SIMPSON STRONGTIE .- : I �, ACCORDANCE WITH R703.8,R903.2 AND R905.2.8 . 1 119. WATERAND DRAINAGE PLUMBING ISTO BE INSTALLED IN ACCORDANCEWITH SECTION P2603. I 1/4"W 20 GA.GALV.STRAPPING 97. ROOF COVERING MATERIALS ISTO COMPLYWITH SECTIONS R902,R904 AND R905 AND ISTO WOOD-FRAME DRILLING AND NOTCHING ARE TO BE IN ACCORDANCE WITH P2603,2.PIPE PROTECTION MIN,12!'BEARING ON STUD I . AGAINST PHYSICAL DAMAGEAND CORROSION ISTO BE IN ACCORDANCEWITH P2603.2.1 AND P2603.3 FRAMED OPENING FOR . DRAINS ARETO BE INSTALLED IN - NEW\AANDOW(OR — 0 BE IDENTIFIED IN ACCORDANCE WITH R904.4.ROOF RESPECTIVELY SEE ALSO P2603,4 AND 2603.5 FOR PIPES IN FIRE RATED ASSEMBLIES AND FOR PIPES 0 1 1/8" GALV.STL.HINGE BRACKET A IONSTHROUGH EXTERIOR DOOR) ACCORDANCE WITH R903.4. THROUGH FOOTINGS OR FOkJNDATION WALLS RESPECTIVELY.PIPE PENETR T I . 96. ASPHALT SHINGLES UNDERLAYMENT ISTO COMPLYWITH R905.2.3 SELF-SEAL STRIPS AND FOUNDATION WALLS ARETO BE SLEEVEDWITH A SLEEVETWO PIPE SIZES GREATERTHANTHE PIPE I FASTENERS ARETO COMPLYWITH R905.2-4 AND R905.2.5 RESPECTIVELY FOR ROOF WITH PASSINGTHROUGH.IN ACCOkDANCE WITH P2603.5. I SLOPE OF FOUR UNITS VERTICAL IN TVVELVE UNITS HORIZONTAL,DOUBLE UNDERLAYMENT 120. PIPE SUPPORTS ARETO COMPLYWITH SECTION P 2605.TABLE P2605.1 APPLIES EXCEPT LEAD - - - - - - - I I APPLICATION REQUIRED IN ACCORDANCE WITH R905.2.7.THE REQUIRED UNDERLAYMENT ISTO IS NOTTO BE USEa PIPE MATERIALS ARETO BE PROVIDED AND ARETO COMPLYWITH SECTION P2803. - - - - - -_ . . . CONFORM WITH ASTM D226,TYPE I OR ASTM D4869JYPE I IN ACCORDANCE WITH R 905.2.3. T — 7 — _T_ _T 99. ROOF FRAMING ISTO BE DESIGNED IN ACCORDANCE WITH THE PROVISION OF CHAPTER 8 121. OWNERTO SELECT PLUMBING FIXTURESTHATARE IN ACCORDANCEWITH CHAPTER 27. STORM SHUTTERTO BE 3/#' CDX FIR PLYWOOD AND MUST BE IDENTIFIED IN ACCORDANCEWITH R802.1 . 122. PRESSURE RELIEF DEVICE5 FORWATER HEATERARETO BE PROVIDED AND ARETO COMPLYWITH I 11 11 1 -5" HEIGHT IN ATTIC SPACE. SECTION P2803. ..I Ng�PECIAL UPL#I SHUTTER DETAIL 100, PROVIDE 2"X4"@ 32"O.C.COLLARTIES,AT4' C n - ., - . I . I . I 11 . . NECTORS REQUIRED... , RCES FROM THE 123. FIXTURETRAPS ARETO COMPLYWITH SECTION P320 1. .. . .. I .. AREA . . . . . N.T.S. . . . . . I I . I . . . I 0 1. ADEQUATE CONNECTIONS ARETO BE PROVIDED TO TRANSFER UPLIFT FO . . . . I T 11 I " " " , . . . . ' ' ROOF ASSEMBLYTOTHE FOUNDATION IN ACCORDANCEWITH 2.2.3 OFTHEWFCM,WOOD BE LISTED FORTHE APPLICATION AND ARE .. . . .. ,. . . . : 124. ELECTRICAL FIXTURES,COMPONENTS,DEVICES ARE TO . .. .. .1 . I I I CONNECTION LOADS SPECIFIED INTABLE . .. . I CONSTRUCTION MANUAL UPLIFFING AND WOOD TO BE LABELED IN ACCORDAlt,ICE WITH SECTION E3303.INTERRUPTING RATING OF CIRCUIT PROTECTIONS .. .. . .: :I I R 11 I - -— . I L_ 22A AND 2.213 OFTHEWFCM. ISTO COMPLYWITH SECTION E3304.FOR EQUIPMENT WORKING SPACE AND CLEARANCES SEE SECTION . . 1 . . -._....._.- I — . . . . . . . � . ONDUCTOR MATERIAL,SIZE,INSULATION AND CONNECTIONS ARETO COMPLYWITH : * * . ., ., E3305.ELECTRICAL C . . . RIM JOIST . .. 1� . 102. MASONRY ISTO BE SUPPORTED E�Y CONCRETE OR SOLID MASONRY OF 12 IN.(305MM) SECTION E3306 AND E3307. �' : " , 'i I. - -, I -_ MINIMUM THICKNESS AND EXTENDING 6 IN.(152MM) BEYOND EACH SIDE OFTHE I CHIMNEY IN — I . : . I . , , ACCORDANCEWITH RI 00 1.1.I AND FIGURE R1003.1 . 1 125. ELECTRICAL SERVICE LO,kDS ARETO COMPLYWITH CHAPTER 35.IN PARTICULAR,RATING OF SIMPSON STRONGTIE Mi in SILL � . UNGROUNDED CONDUCTORS ISTO BE IN ACCORDANCE WITH SECTION E3502.SIZING OF CONDUCTORS IS I 1/4"W 20 GA.GALV.STRAPPING - . .. . . . . 1, 103, MINIMUM CHIMNEY WALLTHICKNESS ISTO BE 4" IN.(102MM) IN ACCORDANCE WITH R1001.7. ATIONS AND CURRENT mi . . TO BE IN ACCORDANCE VATI,j SECTION E3503.BRANCH CIRCUITVOLTAGE LIMIT B MIN. IT BEARING ON STUD . RATINIGS ARETO COMPLY VOTH CHAPTERS 36 AND 38. PLATE WRAPPED UNDER MUD SILL . . :.: 104. IN ACCORDANCE WITH THE INTENT OF R1001.8-1 EXTERNAL MASONRY CHIMNEY ISTO BE I NAILING PERTABLE 3.413 2001 WFCM '�_� . . . .. . . LINED.THE LINER MATERIAL ISTO BE STAINLESS STEEL ORALUMINUM IN ACCORDANCEWITH 126. ELECTRICAL GROUNDING SYSTEM ISTO COMPLYWITH SECTION E3508. (TYP FOR ALL STUDS,JACKS,KINGS) . . .. UL1777.SEE ALSO G2424.13 (501.13).SIZING OFVENTING SYSTEM ISTO COMPLYWITH SECTION I TYPICAL FRAMING AND UPLIFT SIMPSON STRONGTIE 1� G2427 (504). 127/. REQUIRED RECEPTACLE OUTLETS,GFI PROTECTIONS,LIGHTING OUTLETS ARETO coMPLYW TH "AC"COLUMN CAP . 105. MULTIPLE FLUES ARETO BE INSTALLED IN ACCORDANCEWITH RI 00 1.10(34).CHIMNEY FLUES CHAPTER 38.ENCLOSED ELK,TRICAL WIRING ISTO COMPLY WITH TABLES E3804(I)THROUGH (I 0). CONNECTIONS FOR OPENINGS . CONNECTOR . . .. CONNECTED TO MORE THAN ONE APPLIANCE ARETO HAVE ACROSS SECTIONAL AREA NOT LESS 128. ELECTRICAL DEVICES AMID LIGHTING FIXTURESTO BE SELECTED By OWNERANDTO COMPLYWITH N.T.S. NOTE: - THAN THE-AREA OFTHE LARGEST CONNECTOR PLUS 50ro OFTHE AREA OFTHE ADDITIONAL � FASTENERS,STRAPPING,CONN EC70RS ------ - - 4—- --- CHIMNEY CONNECTORS,FURTHERM(,)RE,THE FLUE CROSS SECTIONAL AREA ISTO COMPLYWITH CHAPTER 39. IN CONTACTVVITH PRESSURE TREATED WOOD R1001-1 I. 129, ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS ARETO SHALL BE APPROVED FOR SUCH USE. . 106. INLETSTO MASONRY CHIMNEY ARETO COMPLYWITH RI 00 1.1.3 . COMPLYVATH SECTION E33t. . . 107. EXTERIOR AIR INTAKE ISTO COOPLYWITH SECTION RI 005. COLUMN CAP DETAIL 108. FOR LPG AND NATURAL GAS FIREPLACES:COPPERAND BRASS PIPES ARE NOTTO BE USED . N,TS. FOR CODE OF NEWYORK STATE AN[) NFPA 58. I �`­__ - 7 "f .1 7" ��,,,` __ _-`1 1 109. LPG STORAGE SYSTEM ISTO BE L-)ESIGNED AND INSTALLED IN ACCORDANCE WITH THE FIRE ­ _ �"f,'.-�;11,�,- .7 11 �, : . I - � Q�­, '!t., 'i,, I� - 11 , �"I',­,_�, �1 i, �­! CODE OF NEWYORK STATE AND NFPA 58. ;�_�,'_-';�.­ �� .il ­ 11 �: �� I ."��i �? �!,,,f� '_,�f,,Z, "P. � '' I 0 1,-4,1- - :7, 1 __;1 f � ,� ­ ,,, " - " il SUPPORTINGTHE CHIMNEY ARETO BE DESIGNED AND �* ­ .�, ��.,�:� 41- '111 I I 0, STRUCTURAL FRAMING MEMBERS I,, ,�Iq�­­ vliT � , 'SIMPSON'HDQ8 OR , � I t�'- I , 11 ­� 1, �,, � 1, � IV; 11 I AN D RE N FO RCED TO SU PPO RTTH E ADDITIONAL LOAD,IN ACCORDANCE WITH R 1 002.5 .ADD I S_��` , �; -�I _��, i ,5", `SIMPSON"PHD5 " I'- '' . . 1'_._,�,%; ;P, , "r :� 1 ", .4,,�,,:�, 1, AN EXTRA ZX 4"OR(T'X 6'�. A-,'��'.�­ ,;,.,,�iro��,5,.1 I 2-16d COMMON . I -) . - Y�*.V�Ii_ �11�I",:,;,1;1':,� , � �,, � ��). BLOCKING (5, ENDWALL .1 e p NAILS @ 6-0C. -I I� , . ," I ION N 1104. - ,;. . i� LATE I I I 1. SERVICEWATER FOR HEATERAND GAS BOILERARETO COMPLYVATH SECT �1,v . , . - - .-11... 1�t SPLICING OF TOP P FOR FULL LENGTH To COMPLYWITH TABLE N I 104.2.THE HEATING , ,'.I,,, r-4� E%i I .1'1�, � ­ , OF STUD WATER-HEATING EQUIPMENT PERFORMANCE IS Z"���, f'' �� *1IFF"",I- 0 i;,11 � �,I 1. I 1��4-,*;, , .. � ­ - -PLATFORM FRAMING ONLY : 08 (305). , �,,?!, RIDGE COMPLY WITH CHAPTER 20.SEE ALSO SECTION G24 �_.I N,�-",!",;_z._4,1' : : , 131H71wi1,1'%n1 " 7 BOILER AND WATER HEATER ARETO i�1,- "',1-� I . ,, . w "f--, .- "I'll I � 14,1111 ��� " � FOR CLEARANCE REDUCTIONS SEE SECTION G2409 (308).IN ADDITIONTHE BOILER ISTO COMPLY "1-1.��--i";4 , ,i t - I I � � �TOP Pb&TE SPLICE LENGTH f TOP PLATE SPLICE REQUIERMENTS TOP PLATE SPLICE REQUIERMEN13 .-I'_ .111� S%A�._'.41;,� . 11 � ,�Z� FORWND-EXPOSURES B&C- FORWND-EXPOSURES B&C- � , ,1� ,I ___ - , - tl_"�� � "e, � �A,,,�,�,� ,1.� I 0IT"t W� WITH SECTION G2450 (630). -�', -�_.p� , ?,4"!t I f a .�,j OB ,m ,1R5M`�,i,dm"`W�1�, � 'I., � � q "q� i , � I... . ONE STORY SLAB ON GRADE BLOCIING @ �', �4 ,!.m I ., , v ALL OTHER CASES . .1,�, , I , 4 it. I I ".. X, R, 1�'iliw,i) t , .A - , ",t"p. i��,p!, . .1; ", 011'f� , ,, ENDWALL . . -1 11�I I 12. DETAILS,MATERIALS,INFORMATION AND DRAWINGS FOR HYDRONIC PIPING ARETO BE I efi,llrlt�_. I ��, " -1, R4 A I 11�1 1.111�t, ?. ',`� � � I I,Afl4fl ,�,`­Wi%�,ng i 1111�' BUILDING MINIMUMSPLICE � , BUILDING MINIMUM SPLICE 'N'_ff"TKI 11.1-i'Lli;`�,,! �, t �111­��A� , N,INRO """ " , , - - ,,1100,`�n A I R , � 1;NK,;4 � t�lm ,k t, I __ - � ��� � ga � I il % , &i��40 ­� It", DIMENSION(k) LENGTH(k) DIMENSION(t) LENGIH(ft) ... _51�.- I ,�O,i-, 11`,,77;�,' WITH CHAPTER 2 1.BY G.C.SUB-CONTRACTOR. 'A' ,� _v1Vi,A;ve1 �,, , .1-t-1111-v I'll .117�11;, 1�11,Pii,'I'R.t 1 1, ,,. - ", I k, �,-,f,N.-& -t­�.i' k�,'�X 0N��11�, I I - �V. i. J�,,,'A � . t �k�'� N= - � t,i�', " SUBMITTED,IN ACCORDANCE I "' 'i-,y! I �Iv�, I �! �i1l''i� � 0, ""'," �­%,fl ,�' , -�!�:::, , I ,, - ,�;, ",,� I — ALL STRAPPING,ANCHORS,HOUDOWNS,& � . ,� � 14�, . , %$ ""',"f""11,10 `,4 INNIN11111. RMATIONTO BE SUBMITTED ARETO COMPLYWITH SECTIONS 0 � It, I k�,'�,�-LI't, 11 ,NMI !�,,';�q", 1� ,1,11 . . ADHESIVESTO BE INSTALLED AS PER .,11, � !:,-.q tg,"'��,,�,g T-O" IT-V 31-Y . � � 'A'A 4g,,,,",�,,��,',;�� I 01 "I 10- 12W . . . I � 'm � . 111�;�;v tl�,,,, , ____ � i I ,1 ,� - .,? . DINFO - _ _ - ; � ,", - — : . . . . -1 � I 1 3. APPLIANCE LABELING AN N,SERVICE, 'r _111- I ­ i t,.;,,,;�'E',�T,- i 10"M . . . - R'fOW� M11P ') %­t­­,-Tq . MANUFACTURETS SPECIRCKnONS , , , Amn,", , . '.' - -.:. .1 1� i�� - . . . . . '. RKING SPACES FOR INSPECTIO I I 1, . __1_1� - ' �* .A. ."... . - - _SS AND WO ti; ',�Ik,_��___ _,�, I'�,� ", � ; , , — ",­-,- -.- M 1302 AND M I 303.APPLIANCE ACCF I- ..., � )" � , 4"�, . 16'-O' T-0' 41 � �.. . A. .A - 05 AND PARAGRAPH -1, 7,�� : "I'll, f�h,I I.� 11, - . A . -_ RETO DE IN ACCORDANCE WITH SECTION M 1 3 � " .A -­ '11!.?� I , , q,,.m ­ ___� . N ­.. . �_,W'�,`&_.K-9121�, V,�� � , gm , A REPAIRAND REPLACEMENTA ­ 1,'!'M� _��,-A, ­� I __ I -11i 1. ,- oz, 2 B . '� "'61'�' - ' , li, , I 1�_11Z, -'-'I­11 -V -T 510, BLOCKING .. . 11�,N,i,�?"',­4,vn-, ___�_ IRMI.A'aliNm . . 1402.2.A T I ��jkg,,,ttl,,A , "�� � . . '. - - -I-Q, , �� ,,� , ' �'.,,,�",n# 4. 20'-O' CTION M 1307.WOOD-FRAME I ,1, -1 � 'k 7 4' -1 ,1 I ;_ � . 'Pill ��'�444%ggq g§�,,!�j 4a,gg"v? 20' COMPLYWITH SE j �,�� '­vm�i��. '), , ION IS'TO mj,'�,ffi�'�,'ji , � _f 1.,I r,�A BACK- I - - - F - , ;144_�g__ .- 11 qk'� !,�.YY,_,q�,§ k 11 � V;,g - � ,?Y,�� g­;�, ;,,�,,,�,,��,,�l,,,Ik,���,�o-'��,::t.i,�, � 6'0' ,,III , . � � " PPLIANCE INSTALLA �,.,.;7 r-X1�i-&�?��, ��-�i:�-� 44; ,� 1, �VN' �1�,Ify%! ", '' � ". , " , 1"�u,,ig , ,� W'11� r',4,�,',S" ��Rl _Ij� I _____ 241-T DRILLED,NOTCHED 0 , f�,� ..I � I IN , - iT�- � �� Q�,;�,��,--.�', ". J�,,,it,�,,� 4'-O' STRUCTURAL MEMBERS ARETO BE R ALTERED IN ACCORDANCEWITH , ��,� , " - "lit k WR5 , T%,,_',' '3 � ., _____ 24'-T '. , " ". , ,� ,, ,�._ 11i:-,� f,- W,`�i�,�,`,,`,.,'N,"--�,,,� -11(,,� Itfl-.3" ,,��\��, ,g , " - 11 � , F -to I "N" " ,�"" � I . � " ".,-­ , "" , ., .1% t , �,hl�l I ,-�,;,,, 1% g,�j , I - :=1 �.�"�r;l ., 1, , ", 1, " ��,',� ' ,�VAII� i 41 ��Af�,,�'�'�',,��o - 4-1,2.1 N1 i'MI,1-11'T , . .�,,`�,'j':,,,',.�,,',,.� 5/8' OTHKEADED ROD EMBEDDED V ��'R��,­- `,""",`_�`I��,�, ,, , ." ______ 28'-O" T-1)" 28'-O" TO" � "k�� vl��k , ""' io,�� i t,,,,, ,,�, `,��,.'�`,�,�14, 4�,,,4'T"�',I;���,.'-� SECTION M 1308, . wk,C7 ` , ` ,- ,�,,�,�,�,��,,���t;,,,�,")'�-,�, - " , , N,f�,'.,� I � 1,11, .'"", n" 121/2'INTO CONCRETE ��,� ,i", -,I�`,,�,�",�,6,�,�',��.�'T .. ,� ,� ,� ,�`,"N� ,"A �,;",�,�4,',�,',4i1W1"uW I _ _ NIDENTOFALLOTH "N � '� -,,i,�I. ,m,g,,* W , ,:, i, 11'�',,R.i�"i',1111 - ST SYSTEM ISTO BE t�,, ';�ii , "", ��,,' ,., i 0 " HES DRYER EXHAU " ff' � - 3T-0" 810, SECON ,�p� � _J " , 4�i ,,,, 13, ,X _]�_ -; ,,,,, i,",�, ,,, t, 114. CLOT INDEPE ER SYSTEMS AND IS �', .- OR z . To MEETTHE REQUIREMENTS IN SECTION M 150 1. `1 h`lffi """ �� �,,�,�,�!',���"'�j,�,,,,,,,a�",;."�.,�-,-,,�,,�,�,�',,! 1 1 1 1 1 1 - 32'-T G-G" �: ,,, �%�-_ , --- I ,;!q ��11 � . 36'-O" 91e : '11 ,,,;; � � '_ " ,�, - ��­ 'm 1-fA,,,!i�, 36W T-0- HOLD DOWN DETAIL ,�,, i v ,,, ".. — , , yow, m.., , ."�'���",",i�'���',,'- ;",�.t — — - t--. 11�(i,l j . I , , § A '1, LA __ : . - ,� ."'6,,t",��,��,�;'_i 17TABULATED SPUCE LENGTHS ASSUMETOP P TE-TO-TOPPLATE .,,,� � . , j" g . i,,t,� ,"f,,� �,�_ iw g g, I ! `� ��F � , a �,��",,,,, "­�," ,P,,`w,T,,, : , I � ,�� Ajt�'1(7 ,��� I i��:::_ " ,,, - , 74 I'll 5 �lf"0�1;N"', I �,, OONNECTIONS USING 2-16d NAILS PER FOCT,FOR SHORTER SPLICE .. - -,� 'ga' N V"g , I , _ � , 141 I - "" w 7:�IIPVVT ;,,,� ,4'�� fM 40'-O' 81-T 49-91 1 P-T BLOCKJNG . , , ,�,g �,��',�,,::;;�tfg �`<',Ii��fil 1W.11".41.w+ LEENGTHS,THE NAJL SPACING SHALL BE REDUCED IN ORDERTO BAC .r , ,'tj,ov�,�,-.��*f��i,�� � -�21) ", "jw�04� 'i , ,� X ig, ,,AM!� " �t I - �,� ,,, ,,", , k'w'��,��` ,�.1�f,��`!"',',,, . ,,i"62, ,,,, �,,,, , BAYS . I �� I ," , ,�,� �,I` �� ` �b 11'11�' , _�', "'i -p,! "q - ____ — KQ 4--0 '>1 "I . I a O.C. 9�I "A�7"��­t��, zvV_1 , � , � �,,sq�� ;� �',��,'�/j 441 ", - , 4 �, ��,,�'Trl* I uvg,,,�p , �f ­­,", f1i'll", , SCALE:N.TS. -.1 " � , Tig k, R 11--" ­11­1f_��;i _ "o- , 0�. ", , " p"11) "I", a 1`111 1'.1-w, - ­­,­ - .11 2 , a ,,,� -20!,�P"A 11 -�- lc�,1�i, kl� , j���',�`�. �i , , — I "11; " 'I 1'1,;� , � P[ROMDE AN EQUNALENT NUMBER OF NAILS 101-01 501-0" 13-T - � �'�. ;��',�,­,, ,";.- , ." �, �1,,if v �;' I . 11 mvpin­ 'i'A" ,txR.f-f- ,­,,,`-�`-� ,4111 I r�� mll 1. �_E 11 W��m " , - , _, I I �­­.­ - . . �' �,;'��# - � :!� �� "I_g', , � � . t;"'7""�'ff'­ .,�Iql *' "" N ,A X - I Ni , �,�"4,41` 501-01 , iii, __ ­_ _�.­,_ -, - -I _­-"­., �, - 'mij,'�O'ElAA, `�t'�k,�'uw%!%, f �'.", �:,""'�,"V,,;,­1.f1, � ;� " i` _� 1 :".- I , i;'T I ." `�11'�1�1121 W I � 1',`I!W,,�.��My'Afp,fii - . . � .. 1. M, 8,'�,�� 1.1�MIN .11 ,V'if'.111 _,11,.,f,, ,�. .R7,"7"' ­-­­ --t-_`i ,=- "� I.. ,,,i7,, --I , ��'�'!�",��,�.'1111� M 1 ,',-,.,'-,,,'-,,",���",4;��,.-,,�,,�,,,,�,�, TTABULATED SPLICE LIE , �.__­­, "_;* I MM���,,,�.��-?�. I ,�p ,�'-p $� -- ,ffl, � '1111, �,%�,M':� 1. , ­.. . 1 4 -, '.-74;='ji,'Fl� _�t4l� A, � ,,,,",- '7'�'ll�,�"I'l-'�".i,'-�,,�-�,::�:',.,"--�,,-,.-iii ei��-=7 . ,,;.",,.',-'­t",� 7 ­­ j -1 1�il �' � "ji,"-4­c,�...;.� NGTHSASSUIMEA BUILDING LOCATED IN ­,­ _.,- , 77 , I 'W1Ind-;-,i E�P.,,,..'t:: 0,13 i- - I,� ­� - , It 1.11 I � ,�.,I�,tt��ff , , 60'-O" IT-O" 60W le-01 -T, � ,­ 1- �:-`�',�:.',�,�',t I I � , -�� I 'll - -,-,- ,""'o I 111IT11-101 ..�,, �,� -po",,,,, ,, � , , ,, , 11.1-1,11 ,�,11,V_ - � , _qg -11 . - I�P V "'RN", !, EXPOSUER B I , �'�kl, 1'1'�1,10, `66. ---Re uIremefift.1 __ -, - i,r -f , I __ , � "��,, ,, tt��t,71�- ., N 101....� —11...1, � . A ," � W., 'A'. 4 ,,�"."".,����,,���,��,"'.,t,-� �'�,�"'.�'�,'�'�',,����,,,',-!";!",�,,,,','.��-, -, t�; , "" _ - _ . . �F."Ii-." 42 �;,� �,, M.- !il"�1,1�",�i,"",�, ,�.-li��l-"P,R.�l- , �_�. ­­��A'A . - �,i�'_ .1 ',�`��',-' _11 tfffi kP ��,A;50, ,g!'A,jt�'yj'.7 . '...., ; ­ �� . . � X,--.��� �f�;*171�tll:',�� ,-.,111 _:... . 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' M JOIST I pj= 0 SIMPSON STRONGTI �, . � I i I,-,,- ?A-I " 'A 11-111- -1 , � " ,; Igg,% � - - -�p , , if� " - w k , N-�.,­A:.� ��:i"i:­ ,;,�m­_j r , "�v ")x vi, , . fi, lv. gr..; " � " �R -1-1 I , , , I �'MW _s - - - I � .__tl 1'�__ i_, I I I- - -* i ') __ .- _1i�­;.Tj -!1,.:,V�1-,.; ,-: !! `� --- ,ViU 1- ­�­ , .� ip, t'�`,�, ,li, '� . v ;T%�, ,­� ,,_,.,i,rg­ .., - - __ -- - - � , -1 -," DATE. PROJECT#: DRAWN BY. � . 6- . "! " �!I�� I ,. -I"IVIV, I , - IN � I.. ..",,­____- � . " , .. I 11 i,f:.�� , illvlla i ., anti, . - I " I ­ I . . � _____­ ill "I .... 1-111 �� IV OCT. 12TH, 2015 15199 E.T.A I I I I I _' . ___ 1-_ --.--7,.---::.:. : ____ I � _____.____.._______ _1___11_-__.___-_.____ . ­.� __ __ __ --.-,--.. - - .---.-- I__1___1-______. ­__________________ -1. ­ __ -�-..-----.--.--.------.-�.---,"�--.--- ­____ I ­____­_- ­­ _ -------- __1___.__ ----= . __­­­­ ______, -..,. I I I STORM WATER CALCULATIONS Q = CIA REQUIREMENTSTO IDENTIFYTHE USE OFTRUSSTYPE CONSTRUCTION where;C= COEFFICIENT OF ABSORPTION (I.o) I = INTENSITY OF RAINFALL(FT./HR.) (0.25) PRE-ENGINEERED WOOD CONSTRUCTION AND/ORTIMBER CONSTRUCTION A=AREA OF RAINFALL (S.F.) Q = QUANTITY OF RAINFALL (CU.FT./HR) \ SECTION 1265.4 SIGNOR SYMBOL \ (A)EACH NEW RESIDENTIAL STRUCTUREAND EACH ADDFIIONTO OR REHABILrrATION OFAN EXISTING RESIDENTAIL ROOF AREAS STRUCTURETHAT UTILIZFSTRUSSTYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/ORTIMBER \ CONSTRUCTION SHALL BE IDENTIFIED BYA SIGN OR SYMBOL IN ACCORDANCEWITHTHE PROVISIONS OFTHIS PART. AREA A= 24'X40' = 96 0 SF \ (B)THE SIGN OR SYMBOL REQUIRED BYTHIS PART SHALL BE AFFIXEDTOTHE ELECTRIC BOXATTACHEDTOTHE AREA B = 15.5'X39.6' = 614 SF \ EXTERIOR OFTHE RESIDENTIAL STRUCTURE;PROVIDED HOWEVENTHAT: AREA C= 35'X24' = 840 SF (I)IFAFFIXINGIHE SIGN OR SYMBOLTHEINE ELECTRIC BOXWOULD OBSCUREANYMETERONTHE ELECT - OR IFTHE UTILITY PROVIDING ELECTRIC SERMCETOTHE RESIDENTIAL STRUCTURE DOES NOT ALLOWTHE SIGN OR TOTAL AREA= 2,414 S u')z SYMBOLTO BE AFFIXEDTOTHE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXEDTOTHE EXTERIORWALL OF — THE RESIDENTIAL STRUCTUREATA POINT IMMEDIATELY ADJACENTTOTHE ELECTRIC BOX,-AND \ i co (2)IF NO ELECTRIC BOX IS AITACHEDTHE EXTERIOR OFTHE RESIDENTIAL STRUCTURE OR IF,INTHE OPINION OFTHE THUS, Q = (I FR NFA (2,4.14) U.FT cuFT I �: AUTHORITY HAVINGJURISDICIION,THE ELECTRIC BOXATTACHEDTOTHE EXTERIOR OFTHE BUILDING IS NOT LOCATED IN QUANTITY OF RAINFALL= 604 CU.FT. A PLACE LIKELYTO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDINGTO A FIRE OR OTHER p EMERGENCY ATTHE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BYTHIS PART SHALL BE AFFIXEDTOTHE \ FOR,A 6 FT DIA,X 4 FT.DEEP DRCn EXTERIOR OFTHE RESIDENTIAL STRUCTURE IN A LOCATION APPROVEDTHE AUTHORITY HAVING JURISDICTION AS A AREA OF DRYWELL= 3.14 X(3)((3)3) = 28.26 S.F. LOCATION UKELYTO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDINGTO AFIRE OR OTHER = \ VOLUME PER DRYWELL = 28.26 X 4 = I 13.04.00 CU.FT EMERGENCY ATTHE RESIDENTIAL STRUCTURE (C)THE SIGN OR SYMBOL REQUIRED BYTHIS PART SHALL BE AFFIXED PRIORTOTHE ISSUANCE OFA CERTIFICATE OF OCCUPANCY ORA CERTIFICATE OF COMPLIANCE,THEAUTHORI Y HAVING JURISDICTION SHALL NOT ISSUE CERTIFICATE THUS, \ USE(6) 6 FT.DIA.X 4 FT.DEEP SINGLE RING DRYWELL& OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTILTHE SIGN OR SYMBOL REQUIRED BYTHIS PART SHALL HAVE BEEN AFFIXED. TOTAL VOLUME OF DRYWELLS = (6)1 13.04+50.24= 678 CU.FT.>..604 CU.FT. \ (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAININGTHE SIGN OR SYMBOL REQUIRED BYTHIS PART AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOLTHAT IS AFFIXEDTO AN ELECTRIC BOX WHEN ANY CHANGE OR MODIFICATION IS MADETO SUCH ELECTRIC BOX THE PROPERTY OWNER SHALL PROMPTLY REPLACETHE �\ �� \ SIGN OR SYMBOL REQUIRED BYTHIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, o WORN OR OTHERWISE LESS CONSPICUOUSTO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDINGTHEA FIRE CAST I RON p��a 3 OR OTHER EMERGENCYATTHE RESIDENTIAL STRUCTURE THE PROPERTY OWNER SHALL KEEPTHE AREA INTHEVICINITY COVER & FRAME �' "� OFTHE SIGN OR SYMBOL REQUIRED BYTHIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTIONTHAT 8" RE I N F. MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOLTO BE LESS CONSPICUOUS 5"LEA E ,� TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDINGTO A FIRE OR OTHER EMERGENCY RESIDENTIAL STRUCTURE TRAFFIC GRADE D, (TYP.FORA L) \ co (E)THE SIGNOR SYMBOL INDICATING OFTRUSSTYPE CONSTRUCTION,PRE-ENGINEERED WO OD CONSTRUCTION AND/ORTIMBER CONSTRUCTION SHALL COMPLYWITHTHE REQUIREMENTS OFTHIS SUBDIVISION.(I)THE SIGN OR SYMBOL SHALL CONSIST BEARING 10.10.0' \1 RING 10, AOa` A 5� () SLAB TO VVI \ —7 \ �J OFA CIRCLE SIX INCHES(1524mm)IN DIAMETER WITH A STROKEWIDTH OF 1/21NCH(127mm),THE BACKGROUND CARRY _ / /D. ` °= (yl OFTHE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED © 2� �� , �— IN COLOR,CONFORMINGTO PANTONE MATCHING SYSTEM PMS #187. H2O LOAD _ o a MIN. ' �°Pvc P� 6'pVCP1P NEW 2 STOREY � (PMS) o a 6" PVC PIPE W/ ROOF DECK \ :\ (2)THE SIGN OR SYMBOL SHALL BE OF STURDY NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, a> I RING a T RATA SIGN OR SYMBOL APPLIED DIRECTUTO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER co 0 C3 p� o O� o �> a� FRAME DWELLING O� OR DECAL ri 2-0 WIDE CRUSHED - a o� # 645 \ (3)THESIGNORSYMBOLSHALLCONTAINANALPHABE71CCONSTRUCTIONTYPEDESIGNATIONTOINDICATETHE co 0'— STONE FILL ENTIRE CONSTRUCTIONTYPE OFTHE RESIDENTIAL STRUCTURE AS FOLLOWS: PERIMETER FOR FULL I RING/D. \-J p �� (i)IFTHE RESIDENTIAL STRUCTURE IS SUBJECTTOTHE PROVISIONS OFTHE RCNYS,THE CONSTRUCTIONTYPE EE CALC. BELO HEIGHT OF POOL _ S \ DESIGNATION SHALL BE"V"AND (i)IFTHE RESIDENTIAL STRUCTURE IS SUBJECTTOTHE PROVISIONS OFTHE BCNYS,THE CONSTRUCTIONTYPE CONIC. FOOTING PRECAST CONCRETE 6"PVC PIPE 5"LEA ALL) \ \ \ i DESIGNATION SHALL BET,"11","III","IV,OR7TOINDICATETHECONSTRUCTION CLASSIFICATION OFTHE (T STORM DRAINAGE o STRUCTURE UNDER SECTION 602 OFTHE BCNYS. �— GROUNDWATER SECTIONS 6"PVC PIPE �` B (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNA71ON1O INDICATETHE LOCATIONS(S) o, DRAINAGE POOL DETAIL @LAWN CONTAININGTRUSSTYPE CONSTRUCTION,PRE-ENGINEEREDWOOD CONSTRUCT10N AND/ORTTMBERCONSTRUCTION PATIO 5"LEADER STRUCTURAL COMPONENTS AS FOLLOWS: SCALE 1/4"=V-0" —NOTE: MAINTAIN-PIPE PITCH _- (TYR FORALL) \ 3 PN __ \ (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS;____ _ @ 1/8'TO V-0" MIN. 5 (ii)"R"SHALL MEAN ROOF FRAMING;AND 25'X 60 6"PVC PIPE \5, O 5� \ (ii)TR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING, (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED ATTHE 12 O'CLOCK POSITION OFTHE SIGN INGROUND POOL y \ OR SYMBOL,OVERTHE LOCATION DESIGNATION,WHICH SHALL BE PLACED ATTHE SIX O'CLOCK POSITION OFTHE 5"L EADE \55 SIGN OR SYMBOL (TYRFORALL) i �z 3go3 CAR GAR o 4 6h s \ /D D.W. 1\p` \ V D I RING` C FR ROOF AND FLOOR > BUILDING INSPECTOR WILLVERIFY INSTALL11ON OF SIGN/SYMBOL DURING FINAL INSPECTION. /DW\/ 5"LEADER °= \ 1 (TYR FOR ALL) \ I RING` / DRIVE \O GO O \ \ � \ /D.W. \ \ LL I RING ���20� \ \� \\ ,` TENNIS \' \ \ COURT \ \ \ \ \ \ / / co \ \� o 4\ � \ 011 \ \ / \ O \ \ ZONING INFORMATION \ \ - LOT.......................133 \ \ BLOCK.................2 \ SECT.....................30 --5 ZONE:.....,..R:80 �'o P O \ � I'DPLOT PLAN �`v �e• MP � 59 SCALE: I"=20'-0" NOTE: \ INFORMATION ON THISARCHITECTURAL � PLAN OBTAINED FROM SURVEY DAVID H. .PCYS.L,S0 �S• (� \ FOX LAND SURVEYING 64 SUNSET AVENUE \ `\ WESTHAMPTON BEACH,N.Y, 11978 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: PROJECT: NEW RESIDENCE 645 GOLFVIEW COURT, E. MARIAN, NEW YORK TEHN DESIGN GROUP, LLC. EREp q9 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 �vSL N.k T Oy w R ? m IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS Dv DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. DATE: PROJECT#: DRAWN BY: DWG: 4 65 OPS' CT. 12TH, 2015 15199 E.T.A /� New� �4. 4'X4' SKYLIGHT TOP OF PEAK 31'-9" +/-ABOVE GRADE 3 PLY RUBBER ROOFING CUSTOM BENTALUM MEMBRANE OVER CUS'TOM 48"HIGH PERIMETER WALL FASCIA(COLOR BLK.) 5/8" PLYWOOD DECK METAL SCREEN ___J LEi i i III 1 I CV 77 i II cV —I - - - - - - - -� _ r FIXED FIXED FIXED FIXED FIXED FIXED co / FIXED co FIXED \ / FIXED FIXED \ EGRESS EGRESS EGRESS EGRESS Azc p CV t 9 r l'- D, Ni T/METAL PANELS 00 (OWNERTO SELECT) FIXED FIXED -1 FIXED L0 FIXED FIXED c FIXED BO 777 A DRYER 45 36"HIGH GUARD VENT co -� RAILW/BALUSTERS ® CULTURED STONE co5�1 I "PNOTE 39 EX. GRADELI (TYP.FOR ALL) PROVIDE B"H BRASS I o ? I i I I ( I I I I I STAND-OFF NUMBERSI o - - -- _ 1l - _- - _______________ ______ _______ _____________ _= z - - - - - - - - - - - = - - - - _ _ _ _ LLL - - - - - _ - - - - -i- -i- - _ _ _ _ _ _ _� '� - - - - _ - _ _ - � � - T P CONC` I— — — — STEPSTO BE BUILT FRONT ELEVATION SCALE; 1/4 I'-0" - - - - - - - - - - - - - - - - - - - - = LCL - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - L- H :1 4'X4' SKYLIGHT ®2 TOP OF PEAK 31'-9" +/-ABOVE GRADE GENERAL NOTESPROVIDE 50 GAL1 0. I.The A.I.A.General Conditions for Construction (�,.I.A.Doc.A201) are hereby made an I I DRYWELL O.H. administrative part of these drawings,as if herein written in full. L _ J CUSTOM BENT ALUM 2.Written dimensions shall have precedence over scaled dimensions. FASCIA(COLOR.BLK) 48"HIGH PERIMETER WALL 3. Larger scale details shall have precedence over smaller scale drawings. It is the intentions of the drawings to provide for a complete job in all respects and no extras will be allowed for materials and 3 PLY RUBBER ROOFING or labor required to complete the work,as indicated. _ I 2 2 �-�,'� MEMBRANE OVER 4.Prior to the start of construction,the contractor shall inspect the site and verify all dimensions and 5/8" PLYWOOD DECK conditions. Contractor shall be responsible for notifying the person or office responsible for these plans regarding any discrepancies or variations betv&een noted dimensions and field conditions. No credits or extras will be allowed for discrepancies up to 2'0" in any measurement. O.H. 5.All work shall be in accordance with the Residential Code of NewYork State ,NewYork State Energy Code and any local codes,ordinances,rules and regulations having jurisdiction. Contractor 1 shall arrange for all necessary permits and inspections including the Certificate of Occupancy. 6.Contractor shall be responsible for adequately bracing and protecting all work during construction O.H. against damage,breakage,collapse,distortion and misalignment according to applicable codes, ( `-b :)Ry METAL PANELS standards and good practice. (o NERTO SELECT) 7.Contractor shall disconnect,cap and re-route any existing water,sanitary or utility lines in area of new foundation and shall use hand excavation in areas of suspected underground utilities and • 00 services. If any lines are broken or damaged,the contractor will repair and replace the same at his I own expense and arrange for proper inspection of this work. 8.The installation of all products and materials shall meet all local fire department's requirements and regulations,proof of which shall be furnished tothe fire marshal prior to the installation of such i materials and products. 9.Provide all blocking and supports as required for framing of new and existing areas. Install and remove (after completion) all temporary supports,readers,and dust screens to adequately sustain all loads and protect existing work from damage of any kind,including dust. 10. Flash,caulk,and seal all junctions of new roofs,walls and penetrations,to form a watertight 3'-0" ( assembly. All flashing is to be 16 ounce copper sheeting unless noted otherwise,and extend at least 8" above intersecting surfaces. fiMT/METAL PANELS 11.All electrical work shall conform to rules and regulations of the National Electric Code and NY (O'WNERTO SELELLI) State Board of Fire Underwriters. The final certificate of approval must be presented to the owner prior to final payment. 12,All structural lumber shall be hem-fir #2 grade or equal having a minimum stress of Fb 1100 psi ! E 1.5 x 10.6 unless noted otherwise. There should be double framing around all floor,ceiling, and roof openings. ;o Q z 13.All footings,piers,pilasters,etc.shall have a minimum stress of 3500 psi at 28 days and shall CULTURED STONE rest on undisturbed soil having a minimum bearing capacity of 2000 pounds per square foot. 14. Provide access and ventilate all enclosed crawl and attic spaces as per code (measured in total EX.GRADE free area). 0 15.The entire premises,inside and out,shall be cleaned of all debris and excess materials,to the I 36"HIGH GUARD I I I I satisfaction of the owner,including labels and protective coatings on all materials. o Z I I RAIL W/BALUSTERS 16.Request for final payment must be accompanied with a waiver of liens,signed by all CI) I @ 4"O,C.SEE I I ( SHT. I NOTE 39 I I I I sub-contractors and material suppliers,in addition-b the general contractor; — — — — — — — — —� (TYP.FOR ALL) I I I I I 17.All items of work identified on the drawings by name,note or material designation are new, unless otherwise noted. 10/14/15 I I I I I ISSUED FOR PERMIT E.A. SIDE ELEVATION ( I I 18.All new materials and installations shall be in accordance with manufacturer's latest printed SCALE: I/4'"=1'-0" I I I I I I I specifications and with all code requirements. # DATE REVISION DESCRIPTION BY: 1 I I 19.All work shall be performed in accordance with the best standard trade practices. All trades shall P.CONC. I I I I cooperate to facilitate job schedulingand completion. PROJECT: I I STEPSTO BE p p NEW RESIDENCE BUILT I I I I 20. Proprietary names identifying items of work are used to designate the standard of construction. 645 GOLFVIEW COURT, I I I I Items of equal quality may be submitted for review and approval. E. MARIAN, NEW YORK L — — -I I 21.Contractor shall be responsible for all damage tD adjoining remaining areas as a result of his —=T1_______ __ ___T work and shall repair any damaged surfaces to their pre-existing conditions or as may be required to - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - I I complete the entire scope of work. TERN DESIGN GROUP, LLC. 22. Indications of work to be removed are general anly,and are not intended to show all items that O�c��EREp,gR 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 may require removal. Such items shall be removed,relocated,and/or reinstalled as required for Q�P�vcL N.k lacy 1 installation of new work. * PROVIDE Z 0 IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS 50 GAL 23. Landscaping to be removed and relocated as required by the new work shall be hand excavated v DRAWING UNLESS AUTHORIZED BYALICENSED ARCHITECT DRYWELL L — •9 rAT 465 PROJECT#: DRAWN BY: DWG t� ,��,,,A1•`na� 2TH, 2015 15199 E.T.A - _ - — - 4'X4' SKYLIGHT TOP OF PEAK 3 I'-y" +/-ABOVE GRADE Pl COf k. FLASHING(TYYH) 3 PLY RUBBER ROOFING 48"HIGH PERIMETERWALL MEMBRANE OVER CUSTOM BENT ALUM 3 PLY RUBBER ROOFING 5/8" PLYWOOD DECK FASCIA(COLOR:BLK) MEMBRANE OVER 5/8" PLYWOOD DECK co 3 PLY RUBBER ROOFING MEMBRANE OVER — 4'X4' 5/8" PLYWOOD DECK SKYLIGHT 4 • CULTURED N STONE DRr /METAL PANELS (0W ERTO SELECT) (OWNER TO SELECT) o .. 36"HIG , CUSTO II MADE r N „ TT Boll I I I I I ' III OF 91 o CVI CV WALL CULTURED STONE SCONCE TfP. C -- N QY 0 CULTURED STONE T-6"DIIA.STL 36"HIGH GUARD WINDING STAIRS RAILW/BALUSTERS ep UPTO GARAGE CULTURED STONE Q 4"O.C.SEE �;� ROOFTERRACE SHT. I NOTE 39 (TYP FOR ALL). EX.GRADE I I I I i I I I QZ P.CONC. (— � -I ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T -1- - - - - - - - - - -7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� — STEPSTO BE — —I BUILTI I I L REAR ELEVATION STALE: 1/4"=I -0 4'X4' 2 12 SKYLIGHT I PROVIDE TOP OF PEAK 50 GAL. 31'-9" +/-ABOVE GRADE DRYWELL 1'-0" 4O.H. O.H. CUSTOM BENTALUM 48" HIGH PERIMETERWALL FASCIA(COLOR:BILK) PROVIDE CONT, 5° 3 PLY RUBBER ROOFING N FLASHING(TYP.) MEMBRANE OVER cr2 12 5/8" PLYWOOD DECK 1'-611 C.H.11-611 11-6" H. O.H. 1'-6" O.H. RYVIT/METAL PANELS (OWNERTO SELE o co 36" HIGH CUSTOM MADE ILING r o o N N 3'-0" `V r Zfl CULTURESTONED DRYVIT/METAL PANELS rn (OWNERI 0 SELECT) in 50 7'-6"DIA STL WINDING STAIRS UPTO GARAGE ROOFTERRACE bo EX.GRADE 10/14/15 ISSUED FOR PERMIT E.A. q # DATE REVISION DESCRIPTION BY: _ _I_ - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — - - - - - - - - -I- - - - - - � PROJECT: NEW RESIDENCE 645 GOLFVIEW COURT, E. MARIAN, NEW YORK SIDE ELEVATION I I I I SCALE: 1/4"'=1'-0" RED TEHN DESIGN GROUP, LLC. i I E 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 — — — — — — — — — — — — — — — — — — I — — — — — — I * e IT IS A VI E DRAWING UNLESS AUTHORIZED BY A LICENSED ARCHY ITEM ON THIS ARCHITECT, �T_- - - - - - - - - - - = - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - -1J DATE: PROJECT#: DRAWN BY: DWG:, T. _ I • 41_ ,l 41-011 oo 10" „ 1 01r, 1< <, � 5'-2,. � (TYP) 4 YAA o 351-011 39T-611 H.D. 'cli f - 01 _2618 — — 2618 H.D. 7 10 2'-8" „ , „ „ „ _ 14RI UP „ 12"PC.CELI AIR STEPS WALL AA - 6" DIA.STL LOLLY COL ' \ ON 30"X30"X36"DEEP I 10"X20" on U = P.C.FOOTING P.C.FTG. - .- - O I H I CSP) � N — — — — — — — — — — — 10" P.C. � � � D FND.�/ALL I 2668 nD PROVIDE •.• .:•.' .•�.'•a•. ' (.n,P) (3 / 50 GAL DROP FND.@ GARAGE DOOR .� DRYWELL OPENINGS IT'.SLOPE SLAB I - — - _ - — - — - - W12 X 40 W/TOP PLT. — - — - TO OPENINGS (TYP.) - • . .'.' (( UNFINISHED� 13'.1,. .• . .': . •.. . . .:, .. - .: - CELLAR cc SLAB ON GRADE I PROVIDE I I Ln U NEW REINF 4" PC.SLAB —� _ Lu NEW REINF 4"P.C.SLAB(3500 psi) " '" "' P.C.BASE FOR ON GRADE W/66-I 0 I 0 WWM I:. : , .. ....: I " ON GRADE W/66-1010 WWM I GAS FIREPLACE/ O `� K • • : • • . _ OVER 6 LVAP BARRIER PROVIDE 6 CMU BLOC vJ, `OVER 6 MILVAP.BARRIER _ - '~ ' ' ' AS PER MANUFACTURERS - - @ _ OVER 4"GRAVEL (TYP.) - 6'DIA STL LOLLY COL . ;;'.. ; �:;':•.':' •,; .- SPECIFICATIONS I = - j 2618 TO CREATE 36"DEQ ) WINDOW WELLS P. OVER 4"GRAVEL(IYP.) ON 36"X36'X24'DEEP I PROVIDE 5/8-TYPE"X P.C.FOOTING •{.• �: _ ON I SHEETCEILINOG AREA1 4,77_77j//;0 cli • 23 6" D14.S TL LOLLY COL ON 3 "X30"X24" DEEP = AA AA - P.C.FOOTING 6" _ DIRECT OI E i VENT 2)1 3/4"X 11 7/8" LVL W1 TL FLITCH PLT. / 14 UP 1 3/4 HR.FP.S,C. 3068 HW 6' I DOOR ib _ C U cc 12618Ln , PROVIDE 5/8"ANCHOR BOLTS = I __ —� I OLA I FT.FROM EACH CORNER I PROVIDE 2" RIGID N O SD 2HR FIPoE &32"O.C.SEETABLE 3.2A SHT.T2 I PERIMETER I w i � O. RATED PROVIDE(2') 2"X6"SILL PLATE &TERMITE SHIELD AND FOAM I I _ SLAB ON GRADE INSULATION R:10 co � o so � � — � WALL _ I SEAL SILL, T(_Y� — — — — — — — — — — — — — I I NEV��REINF 4" P.C.SLAB (3500 psi) 24" HORIZ.V RT. I I -- _ 0 % 11 ON GRADE W/66-1010 WWM 6"DIA.STL.LOLLY COL o v.J I OVER 6 MILVAP BARRIER H. _ _ _ _ I OVER 4"GRAVEL(TYP) I m ON 24"X24"X12" DEEP VENT i Q PC.FOOTING *PRE-TREAT SLAB FORTERMITE PROTECTION 2 1 3/4"XI 1 7/8"LV W/ I"STL FLITCH P+_ 71_41 I OOCFM � . - 34'-6" I 300 AMP1 01T 41110 61-811 e N MARBLE L_14ELECT.PANEL v SADDLE H. H.D. " 4 I I AA 1 I 3 I - FOUNDANAA TION/CELLAR PLAN -1 1„ 10" SCALE: 1/4... P-0" - 411 91-1011 , „ 9T-1 1 If '-1 1 If A❑ - 811 , ,1 1, T-311 " 91-311 „ 91-311 1I 98'-6” 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: LOAD SCHEDULE (psfl HEADERS PROJECT: NEW RESIDENCE 645 GOLFVIEW COURT, LEVEL LIVE DEAD TOTAL SPAN HEADER E. MARIAN, NEW YORK LOAD LOAD LOAD ROOF 45 10 55 T-6" 2X4 TEHN DESIGN GROUP LLC. ATTIC 20 10 30 5'-0" 2 X 6 �;� � q,4 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 2ND FLOOR 30 10 40 6'-6" 2 X g �CLtiSL N.![ T Cys F � I ST FLOOR 40 10 50 8'-0" 2X 10 �P yy IT ISA VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS a•a D � DRAWING UNLESS AUTHORIZED BY LICENSED ARCHITECT. NOTE:Headers to consist of(2) 2x members with (1) 1/2" v plywood spacer in 4"walls,(3) 2x members with (2) 1/2" f '2e DATE: PROJECT#: DRAWN BY: DWG: plywood spacers in 6"walls y Y i B5 , l rlr`7' 11T!E ^ry s r I r, my (= T A, t NOTE 1.ALL ENGINEERED LUMBER SHALL BE INSTALLED AS PER MANUFACTURERS SPECS.&INFO.SHALL BE KEPT ON JOB SITE ATALLTIMES. 2.FIREPLACETO BE INSTALLED AS PER FACTORY MANUFACTURER INSTRUCTIONS AND R-1004.R-1002. 3.PROVIDE TIGHT FITTING DOORS AS PER RN-1101.3. 4.ALL OPEN STAIRS OVER 30"TO COMPLYWITH 4 SECTION R 316. 5.ANDERSON COASTALVANDO`NS AND SLIDING DOORS AA WITH DP 30 OR MORE ARE RECOMMENDED.IF WINDOWS391-611 241-011 OTHERTHANTHAT RECOMMENDED ARE INSTALLED,ALL SUCH WINDOWS AND SLIDING DOORSTO HAVE STORM 6" Z " SHUTTERSTHAT MEETTHE DESIGN REQ'MENTS,AND AND RESISTWIND LOADS SPECIFIED INTABLE R301.2(2). _ 6.H.D.-HOLD DOWNS(1YP.) H.D. VENT D r 7.DBL FLOOR JOISTS UNDER ALL WALLS NOT DIRECTLY BEARING ON FND.WALLS.PROVIDE FULL DEPTH = BLOCKING WALLS WHERE REQ'D.PROVIDE BRIDGING u DBL PANT D 14R TREFL OVEN @ 8'-0"O.C. STOW/HOOD KITCHEN 351-011 _ -' P 22 T-6"DIA.STL '- " ' TILE _ ,- ,- ,- =41 I VVINDING STAIRS RADIANT HEAT 21-911 UPTO GARAGE 6.. 341-011 " ' I ROOFTERRACE D� SIN oO U H.D Ln H.D. H.D. H.D. H.D. = I I i=' O N . o 00 — 36"HIGH GUARD (3)l 34"XII I/4"LVL HDR (3)I 3/4"X1 i I/4"LVL HDR D I iv ISLAND @� x `D\_ RAILW/BALUSTERS 16'XTOHGD � � I \\ 91X7' OHGD // I I F o _ /o F �) �� I FD SSHT.II NOTE 39 In ` / I \ / I 12 X 40 W/TOP PLT. _ N I x - - — - — - — - — - / / a � � I , �_ n\ I _' Ir - - - - - 11 - - PATIO o 41-211 = PAVERS _ - -- -- --- � 'W 14-X 30 W/TOP PLATE BETTER HDR(DROPPED)' W 14 X ''GV/TOP PLATE BETTER HDR(D� PED) (— o _ X —_— - --- - - - - — - - _� - - o - - - - - �- - - - 24'-0" Ile 71, 4 —JY — 36" HIGH CUSTOM MADE RAILING ; (1)2"X 10"HDR (2)2"X 10"HDR (2)2"X 10"HDR M TERRACE TILE 7'-6"DIA.STL V O WINDING STAIRS 41-211 5060 UPTO GARAGE CS UNIT 6070 fr nch dr. CS UNI 4' „ D ROOFTERRACE - - - - - 7(37) (3)2"X 10"HDR - - 'Z3fT'S�16"1--17R-36"HIGH CUSTOM MADE RAILING „R TUB 0 TERRACEI i „ ; U TILE I - - - N ao — 11 z _ M. BATH - — T \ / "— - PROVIDE 'X4' W X°N \5 MASTER BEDROOM F FIREPLAC SKY GHT > \ gl• IL _ TILE Ell- - - - - - - - 80 U 13i yid "70 13;x. - - - - - - - - 1 BELOWCL _ x Ii 4- LYL HDR LIN N SD HALL I I L / \ X206 4�* 2 �i,4° 5,_O„ 4"LI.2,-0"�.�4" TILE i �_ „ ' 4 = „ , CO DETECTOR VENT DIRECT L / , , I - TO EXTERIOao 68 - X ' (2) 2"X8„ -co IF (2)2'- I 203 - — — — — — - UNI N Nr PROVIDE HIGH OUTPUT I `t co 2 3 .. 2666 X MARBLE SLANT-FIN BASE BOARD N C O sHwR N I AA AA _ SADDLE HEATINGI TYP.AS SHOWN) SD _ 4„ ol 01 , ,1 ,1 ,_ 1_ „ _1 64 - 3 I/2 DI TL�q- 2 2 I 0 _ -, . ' CO - POST(T1 P.)- - - — - � _ „ _(2 I /4" 117/8"LVL W/3/4" STL BEDROOM #5 N b X I = = I 36 HIGH CUSTOM MADE RAILINGF-4 Co PLT.(FLUSH) z I o TILE SD CFM `N^, o BEDROOM #4 — I o f 16R C\j �I ° U VENT DIRECTLY 00 _ I J�, g I= — O TO EXTERIOR — — — o �E co — N �� t—Ob w N e N �' Fz _ , p 'J \0 - �_ - — — — " _ x ' _ TERRACE �'' MARBLE JO6. (2) 2"X8 2068 �� — rN.l I TILE I PROVIDE 4'X4' N BATH N U I v — SADDLE De, X SADDLE I i - „ i- „ _ PE _ SKYLIGHT TILE v�Nrrr (714 4„ ,_ „ 6„ 17' L�� (Z)2"X8" I I PROVIDE MIRRO�L )LXITHDR -- - - (3)2'XIrHDR - - ---��- . 1Z"1dD� - - - - - -- I 8070 bifold 8070 bifold „ I CUSTOM UNIT 8'X7' �^// �'- ��-`' FIXED UNIT 6'X2'TEMPERED GL CUSTOEl UNIT 8'X7' W/GGtz6S5 (3)I 314"XII I/4"LVL HDR _ —'_ I C 411 41-311 „ ,_ „ HALL I DN 101-11 IT 101-511 41-811 le I SD MARBLE 6„ ,- „ „ - ,_ „ „ �� LAUNDRY SADDLE 2 2'X Jv \13068 E) TILE CO DETECTOR „ I LOFT O W.I.C. , CHUTE OAK '- ” TILE `J (2) 0" WC �p6 (2) 2'X8 �_ _ STAT ILING,SPINDLES, i ❑ � 9 _ I 2668 � &NEWEL POSTS AS = - � 50 o X PER SEC R314,315,316. -, cv WC CFM �O " ' „ N V O SD 2 - N n i ,, n 71-011 n 1'-1 " � 6 — O - h= • gl. HW LI! O SD SD( P U VENT DIRECTEY 5" `r b° 2' I 11 6'X6' SL,UNIT _ 6'X6' SL,UNIT _ _ — zo FLOOR PLAN P = TO EXTERIOR CANOPY BELOW — SECOND FL N SEAT BEDROOM #2 8,_4„ METAL SCREEN SCALE: 1/4"'=1'-0" _� @ _ X CLO � VA BL TILE co LO. ' BEDROOM #3 - w o ° BATH o TILE � � � TOO TILE TUB I � - - -- - - - — W CUSTOM UNIT 8'X7' Y/�P-e5S FIXED UNIT 6'X2'TEMPERED—GL — �o — CUSTOM L NIT 8'X7'WI1/ P-664D ,I 111-2[1 VAT' T-02 341-611 „ 231-611 11 le i 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: LOAD SCHEDULE (psfl HEADERS PROJECT: NEW RESIDENCE LEVEL LIVE DEAD TOTAL SPAN HEADER 645 GOLFVIEW COURT, LOAD LOAD LOAD E. MARIAN, NEW YORK ROOF 45 10 55 3'-6" 2 X 4 ATTIC 20 10 30 5'-0" 2X6 TEHN DESIGN GROUP, LLC. 2ND FLOG 30 10 40 6'-6" 2 X 8 OSS EREDq 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 50 8'-0" 2 X 10 Q�G C�V�L N. '90 IST FLOOR 40 10 P TF yi * y IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS NOTE:Headers to consist of(2)2x members with (I) I/2" w :a- 2 n DRAWING UNLESS AUTHORIZED BY LICENSED ARCHITECT. plywood sparer in 4"walls,(3) 2x members with (2) 1/2" �' ' plywood spacers in 6"walls DATE: PROJECT#: DRAWN BY: 9465 5199 E.T.A PROVIDE 5" DIA.,BUILT-IN ALUM,GUTTER 3 PLY RUBBER ROOFING MEMBRANE OVER 5/8"PLYWOOD DECK OPENTERRACE BELOW 351-011 PROVIDE 5"DA.,BUILT-IN ALUM.GUTTER 00 351-811 241-01T 3 PLY RUBBER ROOFING MEMBRANE 71-01T 611 161-011 OVER 5/8"PLYWOOD DECK 611oo — — _, _ CL °-411 n 1 101-011 BENCH CO Llo fi1 L� o PROVIDE 4'x4' ROOF TERRACE SKYLIGHT p3 PLY RUBBER ROOFING MEMBRA E OPEN TERRACE BELOW F : \ / _ zo _ b -D OVER 5/8" PLYWOOD DECK OP 81ELOW M / \.. UP t2R _ GAS rN DIN I6R FIRE CD PIT PROVIDE 5"DIA.,BUILT-IN ALUM.GUTTER Ln 341-611 - I BEIACII 00 — — 21-011 HOTTUB 5 6" i N - 2 `O U 3 PLY RUBBER ROOFING MEMBRANE = 48"HIGH PERIMETERWALL a_ OVER 5/8"PLYWOOD DECK ROOF FLOOR PLAN SCALE: 1/4'"=1'-O" i 40'-6" V 11 10/14/15 ISSUED FOR PERMIT E.A. ## DATE REVISION DESCRIPTION BY: LOAD SCHEDULE (pso HEADERS PROJECT: NEW RESIDENCE LEVEL LIVE DEAD TOTAL SPAN HEADER 645 GOLFVIEW COURT, LOAD LOAD LOAD E. MARIAN, NEW YORK ROOF 45 10 55 3'-6" 2 X 4 ATTIC 20 10 30 5'-0" 2X6 'I TERN DESIGN GROUP, LLC. 2ND FLOOR 30 10 40 6'-6" 2 X 8 �G\sN�q,Q 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 I ST FLOOR 40 10 50 8'-0" 2X 10 ff��Oy NOTE:Headers to consist of(2)2x members with (I) I/2" ZZ m IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS s y n DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. plywood spacer in 4"walls,(3) 2x members with (2) 12" d plywood spacers in 6"walls DATE: PROJECT#: DRAWN BY: DWG: 9465 /'.V �/VEyy./pP'f' CT. 12TH, 2015 15199 E.T.A 4'X4' 4'X4' SKYLIGHT Q 2 SKYLIGHT PEAK 2 Imo- TOP OF PEAK TOP OF 31'-9" +/-ABOVE GRADE 31'-9" +/-ABOVE GRADE 1'-6" 1'-6" 1'-0" 1 "0�� O.H. PROVIDE CONT. =F 3 PLY RUBBER ROOFING O.H. O.H. MEMBRANE OVER O.H. FLASHING(fYP.) 3 PLY RUBBER ROOFING 5/8" PLYWOOD DECK MEMBRANE OVER PROVIDE 5"DIA., 5/8"PLYWOOD DECK � N 1 I ti 2"X I Y LEDGER BD. BUILT-IN ALUf9,GUTTER ROOF TERRACE W/SIMPSON JST. 3 PLY RUBBER ROOFING SIMPSON STRONGTIE - _ - -52 Its HANGER MEMBRANE OVER HURRICANE CUP H2(TYP.) SKYLIGHT - - - - - - - - 12 5/8"PLYWOOD DECK ON EACH STUD 12 2 ,.- UIJOU - - - - a 2 PROVIDE 5" DIA., 1'"61f — — — - — — — — — — -- - BUILT-IN ALUM.GUTTER 1'-6" O.H. Or _ O.H. S 1 -O" O.H. BATT O,H. � �� INSUL 3 1 31,V X 11 7/8" (3)1 314"X 117/8'LVL W/3/4"STL j , 11-611 PRO IDE DBL UNDER YMENT NEW 6"STU WALL WITH O R:30 1 -6 O.H. PLT(FLUSH) AN INSTALL AS PER 5 C,R905 EXTERIOR FI ISH AS PER ELEVA IONS. LVL W/3/4"STL BATT R:15 PLT.(FLUSH) INSUL BATT O.H. 36"HIGH GUARD MAINTAIN A 2:I SLOPE R:15 PROVIDETYV K HOUSE INSUL RAILW/BALUSTERS--\ BATT cp WRAP BY DU PONT OVER @ 4"O.C.SEE INSUL BEDROOM #4 q i/2"CDX PI. OOD ON 2"X6" 0 3 PLY RUBBER ROOFING o SHT.I NOTE 39 T_ WOOD STU SO 12"O.C. � W.I.C. TERRACE E, MEMBRANE OVER (fIPFORALL) "X6" MASTER BEDROOM 5/8" PLYWOOD DECK 2'x6"BOTTO PLATE Air HALL P WDAi/INSULATIONWB(INTERIOR F CE). ` o TAPE AND SP CKLE(3)COATS D (3)1 3/4'X 11 7/8" o M R:3 PRIME LVL W/3/4"STL W 12 X 40 w/TOP PLT -1 M BA PLT(FLUSH) INSU 4 O N N NEW 6"STUD WALLWITH PROVIDE 5/8"TYPE"X" AV EXTERIOR FINISH AS PER ELEVATIONS. SHEET ROCK CEILING AREA W/HABITABLE WALLS $'-0" (3)1 3/4 1 7/8" PROVIDEMEK HOUSE &PACEADJOINING ORABOVE bo r WRAP BY DU PONT OVER LVL W/3 L PROVIDE BLOCKING @ 3/4"PLYWD.SUB-FLOOR I/2"CDX PLYWOOD ON 2"X6" water fall PLT.(FLUS ) WOOD STUDS @ 12"O.C. SUPPORT&FULL DEPTH (2)2'x6"TOP PLATE RIM OIST END OF FL 14 X 30 W/TOP W/FL JOISTS aQ 12"O.C. p � 2"X6"BOTTOM PLATE J S( PLATE BETTER HDR R O BATT INSULATION 9 R:15 BATT INSULATION& 1/2"CDX (fYP.FORALL) (DROPPED) PROVIDE BRIDGING KITCHEN PLYWD 1/2" GWB(INTERIOR FACE). iv @ 8'-0"O.C.(TYP) SELF CLOSING VIDE 3/4 R 0 Q ING A TAPE AND SPACKLE(3)COATS AND FOYER LIVING RO PRIME SLAB ON GRADED)DOOR U W12 W/TO T. ON 36"X36"X24"LD EOL t 'n P.C.FOOTING EX.GRADE EX GRADE '. 11 7/8711550 o - @ 12"O.C. PROVIDE 5/8"ANCHOR BOLTS I 4 Z 8 NEW REINF 4 P.C.SLAB 1 FT.FROM EACH CORNER I M (3500 psi I I I z : .4 ;... °� 7j, (2)1 314"X 1 1 7/8"LVL &32"O.C.SEETABLE 3.2A SHT.T2 I I ON GRADE W/66-1010 WWM - - - - - - (2)13/4X].1 /8"LVL W/ I'STL FLITCH PLT. - - - - - - - - - - - - - -- PROVIDE (2') 2"X6"SILL PLATE — — :.. . � OVER 6 MILVAP.BARRIER W/ I"STL.FLI CH PLT. " 3/4 PLYWD.SUB-FLOGR &TERMITE SHIELD AND FOAMHff " OVER 4"GRAVEL(TYP.) � ' 6" DIA.STL W/FL JOISTS @ 12"O.C. SEAL SILL,(TYP) I I CONCRETE FTG.W/ LALLY COLUMN R 30 BATT INSULATION I 4#5 REBARS CONT. PROVIDE 5/8 ANCHOR BOLTS 10 X20 I FT FROM EACH CORNER PROVIDE 2"X4"KEYWAY P C.FTG. (TYP FOR 6) PROVIDE BRIDGING UNFINISHED I &32"O.C.SEETABLE 3.2A SHT.T2 (NP) 6"DIA STL LOLLY COL @ 8'-T O.C.(TlJ?) CELLAR 8 I I PROVIDE(2') 2"X6"SILL PLATE _ ON 30'X30"X24"DEEP I I &TERMII SEAL SILL(�P)LD AND FOAM P.C.FOOTING •...'.:� - - - - -I I I _— - - - - - - - - - - - - - - - - - - - - - - - - — — — — — - — — — — — — — — — — — � 1 _ _ J NEW REINF.4"PC.SLAB 0500 psi) 9 3 PLY ME EM E RUBBER ROOFING ON GRADE W/66-1010 V WM 518" PLYWOOD DECK ER AV OVER 6 MILVAP.BARRIER BUILDING� p SECTION BUILDING SECTION OVER 4"GRAVEL(TYP) ©2 BUIOLT A I GUTTER 3'-1" A — e SCALE: 1/4"=1'-0" AA 47X4' M SKYUG4iT 2 ip TOP OF PEAK 1 -6 - 31'-9" +/-ABOVE GRADE OH R:30 11-011 BATT 1'-6" 1'-6" SIMPSON STRONGTIE INSUL R:15 O.H. 1'-O" HURRICANE CLIP H2(TYP) BA O.H. PROVIDE CONT. ON EACH STUD I O.H. � H. FLASHING(TYP) INSU 3 PLY RUBBER ROOFING MEMBRANE OVER �Q - 5/8"PLYWOOD DECK 36"HIGH GUA 2 1© � p RAILW/BALU RS 6 BEDROOM #3 T_ ®4"O.C.SEE 5' HALL SHT.I NOTE 3 4'X4' _ _ — — O (TYP.FOR ALL) SKYLIGHT — — '- — — AV — 2 12 1'-6" TE LE PROVIDED LAS PER SEC R4t1T— — 2 13/4"XI 1 7/8"LVL AND 1'-0" R30 OH W/I/4"STL PLT.(FLUSH) MAINTAIN 2:12 SLOPE O.H. R:15 INSUL SIMPSON STRONGTIE — — BATT HURRICANE CLIP H2(TYR..) 1'-6" PROVIDE 5"DIA, INSUL ON EACH STUD 6'-2" O.H. BUILT-IN AL M.GUTTER - 36"HIGH GUARD 3'-O" 5'-O° ATT ~` in RAILW/BALU ERS ! / O.H. INSUL , FIREPLACE @ 4"O.0 SE O o SHT. I NOT 39 HALL NEW 6"STUD WALLWITH PROVIDEBLOCKING @ S O D oo (TYP.FOR LL) BEDR OM #2 EXTERIOR FINISH AS PER ELEVATIONS, SUPPORT &FULL DEPTH FAMILY ROOM PROVIDE BL UNDERLAYM TERRA PROVIDETYVEK HOUSE RIM JOIST S@ END OF FL AND INS LL AS PER SEC.R9 WRAP BY DU PONT OVER (fYP.FORALL) 4'-O" 8'-2" o MA NTAIN A 2:12 SLOE 1/2"CDX PLYWOOD ON 2'7X6" i%a a W/I 1/4"STIL.PLT."FLUSH WOOD STUDS @ 12"O.C. PROVIDE 2" RIGID I PLT.( ) (2) BOTTOM PLATE PERIMETER INSULATION R:10 T-6"DIA.STL 2"X6"BOTTOM PLATE PROVIDE BLOCKING @ Q R 15 BATT INSULATION& I/2"CDX 24" HORIZ•&24" co WINDING STAIRS SUPPORT&FULL DEPTH PLYWD. I/2" GWB (INTERIOR FACE). VERT. r IF ]PTO GARAGE RIM JOISTS@ END OF FL TAPE AND SPACKLE(3)COATS AND - PATIO ROOFTERRACE (TYP.FOR ALL) R-30 5'-0" 3'-0" NEW 6"STUD WALL WITH PRIME BATT EXTERIOR FINISH AS PER ELEVATIONS. EX.GRADE INSUL O.H. PROVIDETYVEK HOUSE WRAP BY DU PONT OVER " ' WALL 1/2"CDX PLYWOOD ON 2'x6" SCONCE FAMILY ROOM WOOD SUDS @ 12"O.C. o I NEW REINF,4" P.C.SLAB(3500 p TYR (2)2"X6 TOP PLATE z ON GRADE W/66-10 10 WWM I L 2"X6"BOTTOM PLATE A f I 0 R:15 BATT INSULATION& 1/2"CDX _ _ OVER 6 MILVAP.BARRIER — — — — — — — — — — — — — — — _ - PLYWD. I/2 GWB(INTERIOR FACE). OVER 4"GRAVEL(Tl'P.) PROVIDE TRIS 1D - - - " ' `'• '""" - - - - - - - - - - - - - - - - 6"DIA.STL,LOLLYCOL PERIMETER TAPE AND SPACKLE(3)COATS AND POLISHED CONCRETE RADIANT PROVIDE ON 30"X30"X36" DEEP INSULATION k;10 PRIME HEAT FLOOR PQ FOOTING PC.BASE FOR 24'HOR1Z&24° GAS FIRE PROVIDE 5/8 ANCHOR BOLTS Lt 7L v AV VKRT �� AS PER NUFA URERS 2"X4"SLEEPERS &32"O.C.I FT FREOM E H3. CORNER SPECIFIC 10/14/15 ISSUED FOR PERMIT E.A. , A SHTT2 EX.GRADE • . ... •. . .., .. " ...... ". @ 12"O,C. PROVIDE (2') 2"X6"SILL PLATE &TERMITE SHIELD AND FOAM # DATE REVISION DESCRIPTION BY: SEAL SILL(TYP.) PROJECT: NEW RESIDENCE NEW REINF.4"P.C.SLAB (3500 p I I 9 _z 645 GOLFVIEW COURT 2"XI0' FL WJS 8' ONGRADE W/66-1010wwM - I -I- "' BUILDING SECTION E. MARIAN, NEWYORK @ 12 O.C.W/5/8 OVER 6 MILVAP'BARRIER PLYWOOD OVER 4"GRAVEL(TYh) "'' - - - 1�- - SCALE: I/4"=I'-0" AA I SUB FL ABOVE POLISHED CONCRETE RADIANT CONCRETE FTG.W/ 2'7X4"SLEEPERS 1 HEAT FLOOR 4#5 REBARS CONT. $ FOUNDATION COMPOSITION: TEHN DESIGN GROUP, LLC. PROVIDE 2"X4"KEYWAY PROVIDE 12"POURED CONCRETE FOUNDATION WALLS ON A FORMED,KEYED&POURED CONC.FOOTING.REFER �S�EREp ( �j '9.9 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242184 Fax(631)242-3186 @ 12"O.C. PROVIDE 5/8"ANCHOR,BOLTS TO PLANS FOR SIZES),ALL POURSTO BE FORMED USING WOOD OR STEEL FORFIS PROVIDE MASTIC DAMP PROOFING �� ���L N•fr. T L-) I I I FT FROM EACH CORNER I ON EXTERIOR FACE OF FOUNDATION AND FOOTING AREAS. * �Q c<`� Z Cr IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTERANY ITEM ON THIS I & 32"O.C.SEETABLE 12A SHT,T2 ( w - D 0 DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. PROVIDE(2')2X6'SIL. PLATE &TERMITE SHIELD AN[ FOAM I 9 SLAB COMPOSITION: eml SEAL SII,L P. PROVIDE 4"POURED CONCRETE SLAB WITH 6'x6" 10 1 o W.W.M• 94 6 5 DATE: PROJECT#: DRAWN BY: DWG: — — — — — — — — — — — — — — — — — — — — —— — — — — PLACE OVER 6 MILVAPOR BARRIERAND 6"TAMPED POROUS FILLAT GARAGE SLAB AND A7 L- - - -- - - - - - - - -- - - - - - - - - _ - - - - - - - - - _ — 12TH, 2015 5199 __ - E.TA-- - 6"GRAVEL BED AT CRAWL SPA ES IOCT. 1 _ ^ , 4"ROOF VENT L F- �'PITCH 1 In" I SWITCH ACTIVATED OUTLET 220V OUTLET FOR DRYER,OVEN 220 I I I HOT TUB ROOF �L 4"ROOF YM L C.O. O HI-HAT 1 1/2" 1 12" BATH 4" BATH 4F-2"PITCH �I _ 1 In, _ i"PITCH _ 1 1/2" I J WALL SCONCE MASTER �`' I I/2' -- r BATH 1 I/2"I 1 1 1n"1 11 In" I F In^ 1 In"1 1 In"1 4' 1 v2"1 11 In^ t ln1 HF HANGING FIXTURE . I 11 1/2" LAV 1 4„ 111/2' I 1 LAV 4i' ll av 1 ( - i W.C. JAC ZZI " I I TUB W.C. " 4' W.C. TUB -- 2ND FLOOR 11/2" sH R SHWR i In' S WR F SM SURFACE MOUNTED FIXTURE C.O. 3" " C.O. CEILING EXHAUST FAN (SEE PLANS FOR CFM RATING) JU 3" 3" 2°PITC _ 2"PITCH '-� 2 PTCH 2'PITCH -� GARAGE DOOR OPENERWITH LIGHT KITCHEN ( J 1! I P'WDR RM. 1 1/2° 1n BATH �^ _ -� LAUNDRY OSD SMOKE DETECTOR ( 11/2"1 I I/2"I I In"i F 1 I/2"I 4^ I In� 4C1nM I I/2" I LAV 4° SINK 1 In"1 LAV S•S• t In"1 4" \/\/C, rpW-) W.C. r\N-1 BACK P� HONE — PHONE LOCATION - - - VENT I ST FLOOR WATER FALL 1 1/2"' L 1 1/2' " 1 In: i In 4"1 CABLE — CABLE LOCATION I I/2 C.O. tjl3" InJU C.O. 3" I In^ C.O. 3^ I in" 1 1n" co. 1 LOW VOLTAGE (PIN SPOT) if16R BEN2"PITCH -A UPI I/2" In BATH � � � GASDN FIRE LAV. 11 1/2- 4" 4. CEI LING FAN LOCATION - CELLAR 1 i/ " I \ / ROOFTOP ELECTRICAL PLAN �4' I/2" 3" C O / SCALE:ire"",.-0, 3 CONNECTTO FLOOR DUPLEX OUTLET C.O. APPROVED 4" 4' 4„ SANITARY TRAP SYSTEM EXTERIOR SPOTLIGHT LOCATION PLUMBING RISER DIAGRAM V SCALE:N.T.S. n GAIRAGE DOOR OPENER PLUMBING D CHIIMES 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. CHIMES 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. DB❑ DOOR BELL 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, ALL SOLDER SHALL BE LEAD FREE. 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2"INSULATION. NOTE : 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER. SMOKE DETECTING ALARM DEVICES 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., TO BE INSTALLED IN CONFORMITY WITH SECTION 8.313 WHICH STATES;SMOKE DETECTING ALARM DEVICES SHALL - STATE BUILDING AND ENERGY CODE-. -- - - ---BE PROVIDED OUTSIDE EACH SLEEPING AREAAND IN EACH SLEEPING ROOM ON E�CH FLOOR LEVEL I 1 (SHOWN ON PLANS/A\.JSID ) / N 1— —1 POWER SOURCE FOR SMOKE f �I I I I ® DETECTORSTO COMPLYWITH R313 C.M.D.CARBON MONOXIDE DETECTORTO COMPLYW/SEC.R313 - - - - - - �\ AND BE INSTALLEDTO MANUFACTURER'S SPECS. - - - - - - - F— — — — — — — — — — — — — — — — — — -- � - 1 I I R o ------ I v4zzl LTJ 1 TOTIMBt 1 I-- — — — — — — — — — — — — — — — — — — — ' \\I \' I --- -- - --- -- I BOILE I DIREQ / L - - - - - - - - - - - - - - - VDIff - - - - - - - -1 CO DUTITOR UP 3 PHONE so We CFM L - - — — — — — — — — — — — — — — - - - 1 I 1 IVENT I 1 CABLE 1 i mnr�Tv 13 U• w CABLE / I cn 1 I I / Ic \b 01 ; _ -- CELLAR ELECTRICAL PLAN I I I 0 / I ' \ - SCALE:1/8 I'-0• 1200 AMP \ -•—/ I —_ __-- — — I — _ , I \—/ ` `\ J / � I zd — — — — — — — — — — — — — — — — — — — — — ELCtT.PANEL —— O t I -10 1 - - - --I - - - --� r- - _ - -� r- - - - -1 - - - - - - - --1 - - - -I - - _ -- ———— �I o' a-_ - __o- - 0- I SR ' 5 - GDDEIEADR '\JCA- 01 o , ,- -� / O \,6 W L / / } Tonto , • • m � SECOND FLOOR ELECTRICAL PLAN I ONE �� /I 11 � SCALE:VB""1'.0' I I \ CABLE ,' ; _ _ _ _ _ — — — — — d TUB Jp PPNiRY DN NR ` — — — — —_ — <- — — — — — -- - 1 I I 1 1 I -- ' - — -- ` —.-. -- �'�•TOTIMER STOW/HOOD —— — Rff _ ___W/LIGHT vnnDnc« - •rte,/ ` \ \ \\ 0 I \ \ Fi max\ I I f o CA D D / D, W \ \ f \ / \ \ \\ CABLE \ --- / .,,. �.. 300AMP \ - I f \ 0 10/14/15 "� ELECT.SERVICE \\} \ �,o ISSUED FOR PERMIT E.A. U191 I #Ck D3 DATE REVISION DESCRIPTION BY. \ ,- �- D3 1 ' NEW RESIDENCE PROJECT: LJ I I `\ o ®I 645 GOLFVIEW COURT FSIRSAM I�F FLOOR ELECTRICAL PLAN �j D 14'w E. MARIAN, NEW YORK VB4r qp \ W/HDI10N W/MDIID — — — — — — — �EREo TEHN DESIGN GROUP, LLC. N K T9Cy 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 y2 m IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. O � `c ?y4 6 5 � �^��,ATE: ^"' PROJECT* DRAWN BY: DWG ' � . 241-011 41-011 I d o 2X-411 10" 3T-611 11 >, 5'-2" (fYP.) 4 = zz4 351-OTT -6" H.D. 2618 2618 H.D. 21-811 161-411 11 91-411 '1121-011 rl 14R UP 33 $„ 1_ 11 11 \I �,_ it 131-611 II` I - ( 12"PC.CEL R STEPS WALL 6" DIA.STL LOLLY COL \ ON 30"X30"X36" DEEP I I 0"X20" o U P.C.FOOTING P.C.FTG. Ln - p 1 F. H.7� — — — — — — — — — — — — — — — — — I (TYR) � N II _ �...: ... ....,.• ., 10" P.C. FND.WALL 2668 FD \ PROVIDE (TYR 50 GAL DROP FND.@ GARAGE DOOR I \ V / DRYWELL OPENINGS 12".SLOPE SLAB - I 1_ 11 - _ _ _ _ _ _ _ _ _ _ W 12 X 40 W/TOP PLT. TO OPENINGS (TYR) � 131-111 UNFINISHED CELLAR I }"1 i �•.� 00 SLAB ON GRADE _ I PROVIDE L U NEW REINF 4"P.C.SLAB �w NEW REINF 4"P.C.SLAB (3500 psi) .: .: ...'...I`;. ' y ':. 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ON 24'X24 X 12 DEEP _ _�D. FULL BLOCKING I a I I I I P.C.FOOTING " o _ 2 1 3/4"X 11 7/8" LV W/ I"STL FLITCH PI,T� —+ _ VENT IIS L J $„ 11 — 11 1 r1 r I O U 11 A lr a r_ 11 I OOCFM Y 2618' 1 Q � N ' MARBLE Y N 341-81f L 1300 AMP - L — — ( — — — — — — — — — — — — — — — � ELECT —PANEL " SADDLE `1068 FQ I � IBJ I H,�. — — — — — — — — — ® — — — — - = 2 4 - I ( I I I 3 FOUNDATION/CELLAR PLAN � -I " " I " 1011 SCALE: 1/4"=I'-0" 41r ltl� 11 I 11 1I Ii II 8-1 91-111 v"L 91-311 8-- 9T-311 91-311 8" 401-111 01 231-611- FEB 6 2016 I I LA-Q� 02/09/16 REVISED AS PER OWNER E.A. 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: LOAD SCHEDULE (psf HEADERS PROJECT: NEW RESIDENCE 645 GOLFVIEW COURT, LEVEL LIVE DEAD TOTAL SPAN HEADER E. MARIAN, NEW YORK LOAD LOAD LOAD ROOF 45 10 55 3'-6" 2X4 TEHN DESIGN GROUP, LLC. ATTIC 20 10 1 30 5'-0" 2 X 6 TERE GAS D,9 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 r ND FLOOR 30 10 40 6'-6" 2 X 8 Q� VEL N.,� P rti ST FLOOR 40 I 0 50 8'-0" 2 X 10 * �y2 m IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS a.a n DRAWING UNLESS AUTHORIZED BY A LICENSED ARCHITECT. NOTE:Headers to consist of(2)2x members with (I) 1/2" _ ',� " � , plywood spacer in 4"walls,(3) 2x members with (2) 1/2" tie 12TH, 2015 15199 E.T.A 9 DATE: PROJECT#: DRAWN BY: DWG- OCT plywood spacers in 6"walls A31 pcN4 s YORE T.