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HomeMy WebLinkAbout20190880 SJK Properties Residence Elevations – r MEr r r r r r MEr r r r r r r MEr r r r r r r r r r r r r r r r r r r r r1..', GENERAL NOTES: MENNEMENNE_ ` ` ` ENNEMENNEMENNEMENNENNEMMEMMENNEMENNEMEMENNEMENNEMMEMENEMEN` MENNEMENNEMMENNEMMENNEMMEMMENNEMMENNEMMENNEMMEMMENNEMMEN �`�`�`�`�`�`�`�`�`�`�`�`�`�`�-_ M` ` ` ` `�`�`�`�`�`�`�`�`�`�`�`�`�` `�- I.ALL E ON.B.0) ND TC COMPLY WITH THE IO'S INTERNATIONAL RESIDENTIAL BWUIN3 +�������������������`+ ������������������ �` E.AND Ec TOE 2015 INTERNATIONAL ENERGY PE RERVAEIMN TE.` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` /LEDC2.)RAPPLICABLE Laws,STATUTE$AND ALL LOCAL RULES AND REGULATIONS.BLILDER TO BE RESPONSIBLE TO N.Y.S.CODE REQUIREMENTS.`�`�`�`�`�`�`�`�`�`�`�`�`�`�`�-.. ` ` ` ` `�`�`�`�`�`�`�`�`�`�`�`�`�` `�- _.COMPLY WITH ALL LANE AND RULES AND CRDINAHCES AND ORDERS OF ANY _ ` ` ` `�`�`�`�`�`�`�`�`�`�`�`�`�`�`�-- `l`l`l`l`l`l`l`l`l`l`l`l`l`l`l`l`l` `�- PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.- -�-�-�-�-�-�-�-�-�-�-�-�-�-�-�-_ -�-�-�-�-�-�-�-�-�-�-�-�-�- -�- THE CONTP CTOR IS SOLELY RESPONSleLE FOR ALL CONSTRUCTION MEANS, ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` `�`�`�`�`�`�`�`�`�`�`�`�`�`�` `� 3ALL DT'D,ONS OIF THE,WORK. ES,AND PROjEDUREb AND FGR�ORDNAtING -� ALL PORTIONS NI UEE WORK.` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` `-- ` ` ` ` `�`�`�`�`�`�`�`�`�`�`�`�`�` `�- 4.INCE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR ������������������� ������������������ . WDE HE REVIEW A LES TE BSE FAD OWN OF THE CANY S AIN 5 WORK ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` OR PERFORMANCE CF TAO JOB. THUS,THE ENGINEER IS NOT RESPONSIBLE -� . ANO 1E E BE HELD HARMLESS BY THE JOR COSTSM ANY ED A O 1 SUIT r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r rr wHArLL EVER,INCLUDING Ai=AmENH S TRAS OWS WOR ARISING FROM OR ALL05D TO EAVE ARISEN FROH THE CONTRACTOR'S WORK TO CONFORH TOP OF PLATE TOP OF PLATE TO HE DESGN ITEM. _ -HE BUILDER'S RESPONSIBILIT TO REVIEW ALL DPENSIONING AND TOP OF WINDOWDETAILING PR OR 10 CONSTRICTION AND 10 ASSESS AND VERIFY MEASUREMENTS OF EXISTING CONDITIONS PR ne TO CONSTRUCTION. 6.ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH NT STATE - - - - - - - ODE A=PLISABLE TO PLUMBING AND NY STATE HEALTH CONSTRUCTION C Q _ _ _ _ _ _ _ _ Q _ _ _ _ _ _ _ _ DEPARTMENT REQUIREMENTS. Q O Q O 1.ALL LIGHTING,WIRING,GROUNDING AND DEVICES SHALL 0E U.LRATED - - - _ - - - - - - - LISTED AND COMPLY WITH NEC IN GROUND FAULT PROTECTION FOR O] _ N , ALL BATHROOMS AND EXTERIOR OUTLETS. PROVIDE HARDWIRED/INTERCONNECTED SMOKE DETECTORS ON EACA FLOOR,IN. - - - - - - - - - - - - - M,AND IN HALL ADJ.BEDROOMS,AS PER COD REQUIREMENTS ALL SMOKE DETECTORS SHALL eE EQUIPPED WIH A BATTERY BACKUP. ECT OJTSIDE COMBUSTION AIR FOR FIREPLACE IN ACCORDANCE - - • PROVIDE N.Y.STATE ENERGY CONSERVATION CODE. TOP OF FON. TOP OF FON. OBE SCALED FROM FOR FIELD WORK PURPOSES. /TOP OF SLAB) - /TOP OF SLAB) IL LOU WINDOWS INTENDED FOR EMERGENCY EGRESS HAVE TO HAVE A MAX. BILL HEIGHT OF 42"OFF FINISHED FLOOR. 12.ALL HEADERS TO BE.2)2X10'5 UNLESS OTHERWISE NOTED. 13. MNEY TO BE 24"ABOVE ANY STRUCTURE WITHIN A 10-0"RADIUS o Q `IEASURED FRO`I CENTERLINE OF CHIMNEY FLUE. HABITABLE ROO`)S,HALLWAYS C S.BATHROOMS,TOILET ROOMS, I- r SHALL HAVE A CEILING HEIGH-OF NOT LESS THAN 1 FEET.THE REQUIRED T HEIGHT SHALL BE MEASURED FROM THE FINISHED FLOOR TO THE LOWEST PROJECTION FROM THE CEILING. ExCEP- THAT BEAMS AND GIRDERS SPACED NOT LESS THAN 4 FEE-ON CENTER MAY PROJECT NOT MORE THAN 6"BELOW THE REQUIRED CEILING HEIGHT.CEILINGS TOP OF FOOTING TOP OF FOOTING IN BASEMENTS WITHOUT HABITABLE SPACE MAY eE 6'-6"AND PROJECTIONS MAY BE WTHIN B-4"IN AREAS OF SLOPED CEILINGS,AT LEAST 50%OF THE ROOM MUST DAVE A CEILNG HEIGHT OF AT LEAST l FEET,AND NO PORTION OF THE REQ'D FRONTELEVATION AREA MAY HAVE A CEILING OF LESS THAN 5 FEET. REAR ELEVATION 15.STAIRS SCALE:I/4" I'O" YALE.V4"=I'-O" RISE. NnR N I-.. 9,NOSING AVO PW9 I I/ 2P'�N NE BETWEEN HANDRAILS LIG-HT IN STAIRCASE 22-011 12 12 HANDRAILS: I �I HANDRAILS SHAL BE INSTALLED BETWEEN 34 AND 38 AS MEASURED Q © 12D 12D ABOVE READ NOSING ABOVE j { HANDRAILS SHAL INSTALLED ON AT LEAST ONE SDE OF STARS WITH FOUR AO OR MORE RISERS. MIND,W DTH OF ALL STAIRS SHALL BE 36 A HANDRAIL. WIDTH‘11 BETWEEN HANDRAIL ALL SHALL BE 3 /2 III-1111 i 2'-0° ‘11 MINIMUM w1DTF BETWEEN HANDRAILS SHALL BE n PN'2VJQ- O �1-°22 WHEN HANDRAILS ARE INSTALLED BOTH GOES S -i'i 4-1 SPACE BETWEEN HANDRAIL LL ALL BE A`1 N HUH OF 2 J HANDRAILS SHALL NOT PROJECT MORE THAN.,/1 FROM FACE OF WALL. 1— pPENIA,4" STORE In '-GLASS O.'PWDR'+ - PaRnnoN %uA BE PRov1DED As PER sECT1QN R32 PORCHES BALcowes, 3'_ ACTS WAFL r _______ _____ ____,____• _ _ _ _ _ P O ALBED FLOOR SURFACES LOCATED WORE THAN 3o ABOVE THE I SRR 8'1°SII = '' TOP OF PLATE TOP OF PLATE FLOCK OR GRAD BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN `LIMIT OF BOWLING EIGHT,OPEN 51DE5 OF STAIRS WITH A TOTAL RISE OF MORE TARN 30 NCHES Ira" 1- I _ Vn gII NCC ALLEY BELOW/TCP.) _ _ _ - ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN CO Q "A���We Q —'—'—-— - - - - - - —-—-—-— - - - - 4 INCHES N HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS _ Q TOP OF WINDOW 10P OF WINDOW GUARDS SHALL HAVE INTERMEDIATE RAILS 0R ORNAMENTAL CLOSURES 50 A { 2���� r AAAvA cv 2'�" N ALLOL THE PASSAGE OFA SPHERE P05 4 E NDAM ER �� ALL _RETE TO B::=F UII-II�� ` Q Q L BER TO HAVE M0- -I- - 13.KITCHEN -, -2I) ` Q 9 - - - Q 9TO SONSTUCTION. O.PROVIDERWOOD OR METAL BRd NG EVERY B-0” C BETWEEN JOISTS, - UNLESS OTHERWISE NOTED,PROVIDE NAIS AT EVERY BEARING. 22 ALL HEADERS IN BEARING'WALLS ON OPENINGS 6LOI OR GREATER SHALL (111 ELI F _ p III _ _ _ _ _ _ E SUPPORTED ON EACH SIDE BY A nun,OF TWO 2 STUDS THE SIZE POI = O BOWLING F THE ADJACENT BEARING WALL.NSE SINGLE STUDS FOR OPEN NGSWNDER 5'- m al ALLEY _ 2 UNDER ALL PARALLEL PAR12.PROVIDE DOUBLE FRAMING 10NS AROUND ALL OPENINGS AND DOUBLE JOISTS x 4'-2'' 12'1411 4'-144" ------ ------ - - - . - - - - . rA�@I1 rA�@I1 TOP OF FOUNDATION TOP OF FOUNDATION - - - DOUBLE JOISTS JNDB2 PLUMBING'WALLS) ® +iY +YtY ® ® /TOP OF SLAB) (TOP OF SLAB) 13 FIREBLOCKIN SHALL eE PROVIDED AS PER SECTION R602.e OF THE 2015 RNATIONAL RESIDENTIAL BUILDING CODE APP_ICABLE TO NEL YORK STATE. 0 24.DESIGN CRItER1G� FIRS LOAD n SMOKE/C.O. - - T FLOOR RESIDENTIAL: 40 PSF ' DETECTOR TOP OF SLAB 1- O FLOOR DEFLECTION IMITED TO 1/360 J A Q EL.204'-o r ©1 r r GROUND SNOW LOAD-50 PSF. BASIC WIND SPEED=115 MPH Q Q ,r 25.WUEOT CAL WIRING AND EQUIPMENT DESIGNED AND INSTALLED IN CONF MITY WITH ANSI,NATIONAL ICAL Q LIMIT OF BOWLING' 26.ALL 20 SL IBE NTERNATIONAL 5AL MODE `HALL HEST ALL DINING O CO CODES, AREA SHALL IAM TAE V ALLEY BELOW?YP.J ❑ P OF FOOTING LEFT ELEVATION OP OF �aT1 GFROM GARAGE TO L LOG RE -K A, 29.ALL'BATHA 850 LY W HES MITH LU TEDD SHAL BE EQUIPPED WITHMECHANICAL INSULATED LABEL D R Re RIGHT ELEVATION BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE P02 C J £ �O SCALE.-/4"=I'-0" SALE:TCCA"=I'-0" VENTEDTO V'AL FANS DIRECTLY VA THE OUTSIDE NOTES: Ol CATHEDRAL K BALDING'EN VE_OPE E THAT CONTAIN MATERIALS WHICH ARE ENERGY' B OR ELEMENTS X CEILING yr ALL LE OF ABSORBING TNG UP AND-HOLDING MOISTURE SHALL BE _ NOTE- PROTECTED el A VA=OR BARRIER.RETARDER LOCATED ON THE WINTER LARM A BLOWER DOOR TEST WILLIES REQUIRED OF THE INSULATION. I I I FOR THIS PROJECT.HE AIR LEAKAGE INSULATION SHALL BE INSTALLED INA MANNER THAT PROVIDES SONTINUITY LINI C HT 4 VENTILATION SCHEDULE RATE must BE LESS THAN 3 ADH. OF INSULATION AT PLATE LINES,SILL LINES,BAND JOISTS AND CORNERS 3.In AIR INFILTRADON BARRIERS SHALL eE INSTALLED WHETHER 4'VENTILATED MIN.EGRESS OPENING SID NG MATERIAL 15 INSTALLED OR THE SIDING TECHNIQUE NECESSITATES 1,0'-n2" 10'-3-4,11 y NOTE: LIGHT VENT. EGRESS B.F.) WIDTH HEIGHT A WHOLE HOUSE`VENTILATION SYSTEM A L00SE=To1NG APPLICATION. WILL BE REQUIRED.THE DESIGN AIR FLOW 4.BUILDING BE CONSTRUCTED AND INSULATED IN COMPLIANCE WI-H THE `1 ROOM 2015 INTERNATIONAL ENERGY CONSERVATION CODE.LE.,C.) SQ.FI 3190 ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL RATE IS 30 CFM PER SECTION 15013 OF THE RESIDENTIAL BUILDING CODE DINING AREA/KITCHEN 412.5 200.0 19.9 115.0 5.0 120 10'-WV 10'_3V 22 NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD DREAMSCAPES UNLIMITED • 5'-611 4'-1q5 14'-Io'' _ 5'-544" WINDOW SCHEDULE - MARVIN ULTIMATE CLAD CASEMENT WINDOWS DESIGN WITH A NEW POINT OF VIEW u u MIN.OPNG.DIM. /3)1 3/4" X II l/S M.L.HDR, NO. LOCATION MODEL TYPE ROUGH OPENING GLASS VENT. EGRESS WIDTH HEIGHT ���ii Nom „/ /,m, x 6 RATOG COURT ,S18)591-eO19/PHONE/FAx) UCA3656=W TRIPLE CASEMENT ' 1 PO3 10 KITCHEN UCA3656-2W TWIN CASEMENT 1315 NO YE= W NELL YORK 128661NG5 I°-S fSI II'-21 '' 3 DIGINS AREA :3-w1DF�uD--RECr 5- DR See 20.6 15 36,0 1a 56 NO res �u 04 DINING AREA MULTI-SLIDE POCKET D? P-XX-P SEE SHO x AWING SOD 56.0 l/9' YES NO ELEVATIONS FLOOR PLAN 1� 105 DINING AREA RNA 3 P S 30.9 1.5 , 92�� YES NO --_�,N�e„ 10. DINING AREA 1' - 5 MULTI-GLIDE SCREEN-BI-PARTING 22'_OI OFD3090 RH G"X9'- 24.0 0 6 E6 E5 15 MITCHELL STREET — PAVILION •. NOTE, VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD `"£n FLOOR PLAN Num �E YLE F^YN'M ErM 2019024 AUG.23,2013 AS SHOWN EL-I 1