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HomeMy WebLinkAbout49718-Z 110 hy) 00 (2) 2" X 12" UPSET GIRDER WrIN-51 uuEXISTING 2 X S FLOOR JOISTS`V PORARILY SUPPORT o ^ o ' 1NOR JOISTS PRIOR TO N T B S METALATION OF NEW BM. o ;' t- Ca IDE SIMPSON STRONG TI Q ISAd E HUS210 EVERY JOIST o p U t,00 "''` z 0 U —I-- .'m ..�.,f.',., DETAIL A-2 SCALE: NO SCALE X ti N I .' .•... '.Q 'W a.'. a ri ZU) 1, Q W cn= j PROPOSED FOUND. ED El "'w WO OO 50CFM EXHAUST v �w� ; PROVIDE 04 BARS 12" 40131F LD FAN DUCTED TO EXTERIOR AS � W p¢O a HORRIZONTALLY _ PER CODE NLJ z o a ;. p 0 .� Of- F—W '�uu)0 m� � � L FILL HOLE W/ dX zW >wao �Q w-iY� H NON SHRINK GROUT w EXIST. FOUND. 14'-1 i/2" O 6 8" �, 5'-0" 12'-I " wowoQOLL �„ ° 2mX6 N LEGEND QrtnZo� 4 DETAIL 9FOUND. JUNCTURE Baster Bedroom Z �Z(AP U)awF Ow A-2 SCALE: NO SCALE L2'X9 g 0- W O o % a 1:� 50CFM EXHAUST NEUJ CONSTRUCTION Q.0-0-'UJ W Qua z =mWoW TILE FLR FAN DUCTED TO W �zo�� ' 2'-0" 6'-8" '-9" F EXTERIOR AS 13'-1 1/2" EXIST. CONSTRUCTION - Twam° PER CODE 4�CF; EXIST. CONSTRUCTION to be REMOVED a (3)2"X6"HDR TW210210 TW210210 1 ExistingIst Floor Plan A-2 SCALE: 1/4"=1'-0" 6'-0" q. GX 135 11. a 11'-6 1/2" J f LIGHT cALc. a% OF TOTAL RM. SQ.FTG. ROOM AREA = 114 SQ. FEET � _ ,� � N �'•f, ,i rr ROD SHELF C ,F 114 X.08 -- 9.12 SQ.FT.ALLOW. PROVIDE 5�b TYPE 'X' GYP. �n o g 10.5 SQ. FT. PROVIDED BOARD OVER EXISTING 6, Z ° �— — — — MECHANICAL EQUIPMENT AS _ VENTILATION CALC. PER CODE 4% OF TOTAL RM. SQ.FTG. ROOM AREA - 114 SQ.FEET NEW 3iaHOUR 114 X .04 =4.6 SQ.FT.ALLOW. X 4'-10" 5'-3" ,� a 10.5 SQ.FT. PROVIDED N 30 DOOR W/ N (3)1.25"X1.5"MICRO LAM HDR06 12"XIS" VENT = IL RELOCATE E IST. STEEL COLUM O RELOCATE EXIST. S 4t_0 M S STEELCOLUMN a��0' m ° -_ PROPOSED 35ia" METAL = ° - STUDS @ 16" O.C. O U) CD R-14 SPRAY CLOSED CELL .N 16'-81/2" INSULATION (2") ZZ MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS Q 6i X 4 _0 <r (REFER TO TABLE R301.5 OF THE 2020 Residential Code of NY State) o N _ — — — — — — — — — — Z 5'-0" _ (3)1.25"X1.5"MICRO L M IDR USE LIVE LOAD DEAD LOAD v! Z REMOVE EXIST. �� 24X68 UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 10 par STEEL COLUMN rN UNINHABITABLE ATTICS WITH STOTAGE 20 par 10 psf `��� ©� ���� HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS 30 par 10 par �� �� { p0 = 16 3 S -0 = 131-01, 314011 BALCONIES (EXTERIOR) AND DECKS 40 par 10 par v- �(a 0 I "- OyIre ROOM 01 � FIRE ESCAPES 40 par 10 per " E F GUARDS AND HANDRAILS 200 Ibs 50CFM EXHAUST FAN DUCTED TO WINDOW WELL 8310.2 GUARDS IN-FILL COMPONENTS 50 Ibs (� NC�� EQUAL EQUAL EQ EQ EXTERIOR A WON LADDER 4 STEPS 8310.2.1 PER CODE WINDOW WELLS WITH A VERTICAL DEPTH PASSENGER VEHICLE GARAGES 50 par as per plan Project Location: GREATER THAN 44" SHALL BE EQUIPPED WITH ROOMS OTHER THAN SLEEPING ROOMS 40 sf 10 sf PERMANENTLY AFFIXED LADDER OR STEPS p p GXWI35 r CXW135 GXWI35 USABLE WITH THE WINDOW IN THE FULL OPEN SLEEPING ROOMS 30 par 10 par ; LIGHT CALC. POSITION. RUNGS SHALL HAVE AN INSIDE WIDTH Drawing Title: 4 - Sio OF TOTAL RM. SQ. FTG. OF AT LEAST 12" AND SHALL PROJECT AT LEAST STAIRS 40 par 10 psf A 2 ROOM AREA = 124 SQ.FEET 3" FROM THE WALL AND SHALL BE SPACED NOT Existing Floor Pian' C ROOF LOADING (LIVE = GROUND SNOW LOAD 10 par for ADJUSTMENTS AS PER TABLE 8301.5 OF TH 30 s �:J�3 j2 Existing Basement P/an :: � 124 X .OS = 9.92 SQ.FT. ALLOW. �• LY FOR THE FULLE f IE `V h.TVP. ; , ` 10.5 SQ.FT. PROVIDED ;':.'.:.: ,:.;,:' - HEIGHT OF THE WINDOWRWELAL p 15 psf for � C ( f�i .: A-2 SCALE: 1/4"=1'-0" VENTILATION CALC. RESIDENTIAL CODE OF NEW YORK STAE) cath i ' r Project No. p' PROVIDE SMOKE 4 CARBON MONOXIDE 6 -0114% OF TOTAL RM. SQ.FTG. 6 -0 ROOM AREA 114 SQ, FEET OCT 1 6 2023 DETECTORS AS PER NEW YORK STATE 114 X .04 =4.6 SQ.FT. ALLOW. 'Drawing, CODE ®O 10.5 SQ.FT. PROVIDED Date: Scale:' ALL WINDOWS TO MEET NEW YORK STATE f Drawn By: cheeked Byr- EGRESS REQUIREMENTS Drawing No. ,�.r'! 4i' t;y,,;�•',�:; IY '� Ila-`� A�. ffoj- ,11 1 Notes Symbols General Notes -NTqpl� dFin, asement Z . t � NAILING SCHEDULE A {REFERTOTlCodeoABLE 02.wYork3(l)OF tale)HE 0 ELEVATION 1"fARKER �-' Z Residential Code of New York State) �� �nZ Q J Y NUMBER OF ELEVATION MAizKEi� � 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE N _ JOIST DESCRIPTION COMMON NAILS NAIL SPACING (SHEET AND NUMBER LOCATION) 3mm PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH "~�� } a j THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. ti�5 � 3' 0 ROOF & CEILING FRAMING SECTION AND DETAIL 1",45 KEfR 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE :o W Z R Sidi ;Ilu U (SHEET AND NUMBER LOCATION) TOWN OR VILLAGE PRIOR TO STARTING WORK. RAFTER TO TOP PLATE (TOE-NAILED) 3-lod Common PER RAFTER 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, �� 0 0 O DETAIL AF,KER CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK 0.. 0 p Q M 5405 Pequash Ave . Cetcho ue , New York CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-Sd Common PER JOIST PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. r� (SHEET AND NUMBER LOCATION) . � O CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 6-16d Common EACH LAP 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE Q O O Legend Abbreviations PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND Qim EL O Z E CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-06 Common EACH LAP ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION It 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH COLLAR TIE TO RAFTER (FACE-NAILED) 3-10d Common EACH END DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR .0 U LD � (D 3 C - SINGLE POLE SWITCH BLOCKING TO RAFTER (TOE-NAILED) 3-8d Common EACH END SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO v C N M N �3 A.C.T. ACOUSTICAL CEILING TILE FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL t IJ Z c 2 E THREE WAY SWITCH AFF. ABOVE FINI5H FLOOR RIM BOARD TO RAFTER (END-NAILED) 2-16ol Common PER RAFTER ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. U C O M 4 - FOUR WAY SWITCH BLK BLOCK Z L pp WALL FRAMING BLK'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 C v Q a - 00 O 2 CLG. CEILING OR BETTER . E=1,600,000 AND fb = 525 or GREATER G J TOP PLATE TO TOP PLATE (FACE-NAILED) 2-166 Common 16" o.c. - DUPLEX OUTLET C.T. CERAMIC TILE GFI GONG. CONCRETE Size Fb Modulus Of Elasticit TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d Common JOISTS-EACH SIDE - GROUND FAULT INTERRUPT (42" A.FF) CONT. CONTINUOUS 2" x 4" 1350 PSI, E 1,600,000 PSI. C.J. CONTROL JOINT 2" x 6" 11-10 PSI, E 1,600,000 PSI. STUD TO STUD (FACE-NAILED) 2-166 Common 24" o.c. DN. DOWN 2" x 8" 1080 PSI, E 1,600,000 PSI. INCANDESCENT LIGHT FIXT.(A5 PER.OWNER) DIA. DIAMETER 2" x 10" 99O PSI, E 1,600,000 PSI. HEADER TO HEADER (FACE-NAILED) 16d Common 16" c.c.ALONG EDGES DWG. DRAWING 2" x 12" 900 PSI, E 1,600,000 PSI. EL. ELEVATION TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d Common PER STUD WPP EXIST. EXISTING ZZ =_ - WATER PROOF INGANDESCENT LIGHT FIXT.(A5 F.P. FIREPROOF Q w fn �. ALL HEADERS SHALL BE (2) 2"X6" e 2"X4" WALLS H (3) 2"X6" 2"x6" BOTTOM PLATE TO FLOOR JOIST, BANDJ015T, ENDJ015T PER OWNER) FIN. FINIS KEDJ w 2-16d Common PER FOOT GA. GAUGE WALLS UNLESS NOTED OTHERWISE. _Z z V O OR BLOCKING (FACE-NAILED) G.C. GENERAL CONTRACTOR 8. ALL HEADERS SHALL BEAR ON 4"X4" POST v 2"X4" WALLS OR 4"X6" >- oz JO - RECESSED INCANDESCENT LIGHT FIXT.lFLA7 GALV. GALVANIZED POST a 2"X6" WALLS UNLESS NOTED OTHERWISE. wLL _-QO FLOOR FRAMING A- rn� a- CLG.) GL. GLASS 13. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM Z Cw� JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-Sd Common PER JOIST GYP.BD. GYPSUM BOARD DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. OE- 0T0_ °oo - CLG.MNTD.ll5 CFT1.MIN.)EXHAUST FAN)AS H.M. HOLLOW METAL 0 U 0 H 10. ALL WINDOWS SHALL BE WHITE PERI"iA-SHIELD WITH HIGH PERFORMANCE BRIDGING TO JOIST (TOE-NAILED) 2-8d Common EACH END PER OWNER N.P. HIGH POINT vi Z F- �0 W GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED C w- Q H BRIDGING TO JOIST (TOE-NAILED) 2-8d Common EACH END EX LAv. LAIVATORY OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. DO U_W2 EXTERIOR INCANDESCENT LIGHT FIXT.(A5 PER MAx. MAXIMUM 11. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR U �Q w-�� BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d Common EACH BLOCK OWNER) MTL. METAL BLOCKING 1@ INTERVALS NOT EXCEEDING EIGHT FEET. fnw >wQG MIN. MINIMUM Z= O w ■ M.O. MASONRY OPENING 12. ALL FLASHING SHALL BE ALUMINUM. -I- i-a LU LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d Common EACH JOIST List N.I.C. NOT IN CONTRACT 13. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE Q O OE-~aJOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd Common PER JOIST o Drawings NO. NUMBER CLIPS. w wUQOLL. A-1 Information Sheet O.C. ON CENTER 14. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED Q w a g z oli-o BAND JOIST TO JOIST (END-NAILED) 3-16d Common PER JOIST OPN'G OPENING DIMENSIONS. N a w f 0 W Z PL. PLATE Z cn Z cA I-w p PLYWD. PLYWOOD 15. DRAWINGS AND SPECIFICATIONS AS IN57RUMENTS OF SERVICE ARE AND BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d Common PER FOOT A-2 Floor Plan W 0 W RAD. RADIUS SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT a a W g LU z ROOF SHEATHING REa'D REQUIRED FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE w=m w o w w 5TL. STEEL W�-�w USED ON ANY OTHER PROJECTS OR EXTEN51ONS TO THIS PROJECT EXCEPT w �Zo 0 STRUCTURAL PANELS (SEE SHEARWALL ISOMETRIC DETAIL) SUSP.CLG. SUSPENDED CEILING BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE �_-O W Q m ov T.C.M. TOP of MASONRY INTERIOR ZONE 8d Common 12" o.c. T.O.S. TOP OF STEEL ARCHITECT. TYP. TYPICAL 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED PERIMETER ZONE 801 Common 6" O.C. UND. UNLE55NOTED OTHERWISE AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED v.c.1. VINYL COMPOSITION TILE OR NEW OPENINGS ARE GALLED FOR IN EXISTING WALLS, PRIOR TO GABLE WALL EDGE ZONE ad Common 4" o.c. W/ WITH REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., WD. WOOD CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS CEILING SHEATHING SPECIFIED IS INSTALLED. I-1. ALL EXISTING ELECTRICAL 8 PLUMBING LINES ARE TO BE ABANDONED 8 REMOVED GYPSUM WALLBOARD 5D COOLERS 7 EDGE / 10" FIELD ALL U7ILITIE5 ARE TO BE NEW NO EXCEPTIONS WALL SHEATHING 18. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF AV k STRUCTURAL PANELS 8d Common 6" EDGE / 12" FIELD HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND GARAGE DOOR PORTAL OPENINGS 8d Common 3"oc into all Framing RECOMMENDATIONS. ■ GYPSUM WALL BOARD 5D Coolers 1" EDGE / 7 FIELD NOTE: L=SPAN LENGTH, H=SPAN HEIGHT le- DOUBLE JOIS75 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND NOTE:THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES ALL OPENINGS. FLOOR SHEATHING (SUBFLOOR) THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 20. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES ■ DETAINING DEFLECTION LIMITS HEREIN. SOLID BLOCKED. STRUCTURAL PANELS 21. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO, 112" THICK, U/ 1" OR LESS 8d Common 6" EDGE / 12" FIELD MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS TAPED AND SPACKLED THREE COATS. (REFER TO TABLE R301.5 OF THE 2020 NYS RESIDENTIAL CODE) 22. ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISH COATS). GREATER THAN 1" loci Common 6" EDGE / (a" FIELD 23. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY OWNER. USE LIVE LOAD 24. CARPETING SrIALL BE SUPPLIED AND INSTALLED BY THE OWNER. Cr ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ATTICS WITH LIMITED STOTAGE 20 psF 25. OWNER SHALL SELECT ALL COLORS. CD (REFER TO TABLE R301.7 OF THE 2020 Residential Code of New York State) ATTICS WITHOUT STORAGE 10 Psi` 26. ALL ELECTRICAL WORK SHALL BE BOARD I® OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION ALLOWABLE ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN STRUCTURAL MEMBER DEFLECTION DECKS 40 psf WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE Ln U RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH FINISHED CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR CEILING NOT ATTACHED TO RAFTERS L/180 EXTERIOR BALCONIES 60 psf CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH FIRE ESCAPES 40 psf OWNER PRIOR TO INSTALLATION. INTERIOR WALLS AND PARTITIONS H/180 2-1. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY FLOORS 1-/360 GUARDRAILS AND HANDRAILS 200 Ibs WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND Ln LEGALLY DISPOSED OF. CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND GUARDRAILS IN-FILL COMPONENTS 50 Ibs 25. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE STUCCO) L/360 OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COVER OF 3'-6" OR AS NOTED. (n PASSENGER VEHICLE GARAGES 50 Psi` 213. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) L/240 ROOMS OTHER THAN SLEEPING ROOMS 40 psF HAVE 5 TO -ii AIR-ENTRAINMENT, PER R402.2 0 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING ALL OTHER STRUCTURAL MEMBERS L/240 SLEEPING ROOMS 30 psf AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION °U) SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW EXTERIOR WALLS - WIND LOADSa with PLASTER OR STUCCO H/360 STAIRS 40 psf CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. .a) FINISH 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS /Ny N TABLE R301 .2 (1) EXTERIOR WALLS - WIND LOADSa with OTHER BRITTLE FINISHES N/240 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS OF THE CONSTRUCTION. LL o CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXTERIOR WALLS - WIND LOADS with FLEXIBLE FINISHES d (REFER TO TABLE R301.5 OF THE 2020 NYS RESIDENTIAL CODE) 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS ,�x H/240 33. BAULASTERS TO BE INSTALLED SO THAT A SPHERE 4" or MORE IN DIA. CAN BE W C O LINTELS SUPPORTING MASONRY VENEER WALLS e ALLOWABLE L/600 STRUCTURAL MEMBER PASSED THRU THEM. AS PER R316.2 � 3 v GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Ice Barrier Air MEAN DEFLECTION O p aD Winter Flood i J [ .Q o SNOW d TOPO SPECIAL DESIGN f b Underlayment g Freezing ANNUAL NOTE: L=SPAN LENGTH, H=SPAN I-IE IGHT RAFTERS HAVING SLOPES GREATER THAN LOAD SPEED WIND-BORNE CATEGORY a FrostLine o Design a Re uiredh Hazards Index TEMP a. For the purpose of the determinin deflection limits herein, the wind load shall be ermitted to be taken as O.l 3 ON 12 WITH NO FINISHED CEILING L�18a Design and Code Information O U a GRAPHICk WIND i m Weathering Depth Termite Temp q p p g p a n �, (mph) EFFECTS REGION DEBRIS ZONE times the component and cladding (45D) loads obtained From Table R301.22 (2). ATTACHED TO RAFTERS ,(n 0 T Q b. For cantilever members, L shall be taken as twice the length of the cantilever. 1. BUILDING STRUCTURE HA5 BEEN DESIGNED TO THE FOLLOWING BUILDING U) TO BE MODERATE TO BE c. For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not N N 20 P5F <140 NO NO B SEVERE 36 TO HEAVY lid LYES DE 618 52.1 supporting edge of glass or sanwich plates, the total deflection shall not exceed L/6 . For continuous INTERIOR WALLS AND PARTITIONS H/180 CODES: 2020 NEW 70RK STATE RESIDENTIAL CODE o 0 DETERMINED 2020 NEW YORK STATE ENERGY CONSERVATION CODE °� N aluminum structural members supporting edge of glass, the total deflection shall not exceed L/115 for each glass !�2 N MANUAL J DESIGN CRITERIA lite or L/60 for the entire len th of the member, whichever is more strin ent_ For sandwich panels used in roofs FLOORS AND PLASTERED CEILINGS L/300 a' g g p 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDING CODE. .� WINTER SUMMERALTITUDE INDOOR DESIGN DESIGN TEMPERATURE HEATING TEMPERATURE or walls of sunroom additions or patio covers, the total load deflection shall not exceed L/120. 3.VERIFY EXISTING CONDITIONS AND DIMEN51ONS AND NOTIFY ARCHITECT 3 ELEVATION LATITUDE CORRECTION d. Deflection for exterior walls with interior sum bd. finish shall be limited to an allowable deflection of H/180. HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE gyp ALL OTHER STRUGTUiZAL MEMBERS L/240 OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. Z 40°N 12.5 DEG. 84 DEG. I 10 DEG. 151(db (03° wb) 57.5 e. Refer to section R103.0.2. STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS EXTERIOR WALLS WITH PLASTF_R OR H/360 BY THE CONTRACTOR. COOLING TEMPERATURE WIND WIND COINCIDENT DAILY WINTER SUMMER Plumb . Riser Diag . DIFFERENCE VELOCITY HEATING VELOCITYCOOLING WET BULB RANGE HUMIDITY HUMIDITY STUCCO FINISH 4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. g 15 -1.5 11.5 m 30% 45-55% EXTERIOR WALLS - WIND LOADS WITH L�240 5. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED ����EC� ARC, a. W4�ere weatheringrequires a higher strength radeof masonrythan necessaryto satisfythe structural requirements of this code, the frost line depth strength required for weatheringBOILER 4 HOT WATER NEATER ARE LOCATED ;BRITTLE FINISHES AND STEEL MEMBERS ARE ERECTED, CONNECTIONS ARE COMPLETELY BOLTED � �.�q��� g qg g g g-- " f p g q MIN THE FINISHED EXTERIOR WALLS WIND LOADSa WITH AND/OR WELDED AND INSPECTED, THE PLYWOOD DECK ATTACHED TO THE WOOD shall govern. The weathering column shall be Filled in with the weathering index, negligible, moderate or severe Forconcreteas determined from Figure R301.2(4). The rg adeofmasonry unitsshall be IN A MEGHANIGAL ROD determined from ASTM C34,C55, C62,G13,G9®,C129,C145,G216 or C652. BASEMENT WITH A (EXI5TING I HOUR ENCLOSURE FLEX15LE FINISHES L/12® FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15i OF 25-DAY b. Where the frost line depth requires deeper footings than indicated inFicure R403.1(1),the Frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line 3�aHOUR RATED DOOR STRENGTH. UNTIL SUCH TIME, TEMPORARY BRACING IS REQUIRED. THE depth column with the minimum depth of footing below finish rade. Materials Legend G. The jurisdictionshall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. 4" VTR DESIGN ADEQUACY OF TEMPORARY BRACING AND SNORING 15 THE SOLE d. The.jurisdictionshall fill in this part of the table with the wind speed from the basic wind speedmap(Figure R3012(5)A).Wind exposure category shall be determined on a site-specific basis in Roof BATH 3'� 3`MASTER BATH RESPONSIBILITY OF THE CONTRACTOR. �/��®�91�1�^�t�I� accordance with5ection R3012.1.4. 6.FOR LOCATION OF MISCELLANEOUS ITEMS (OPENINGS,BENT PLATES, INSERTS, e. The outdoor de5'ign dry-bulb temperature shall be selected From the columns of 971/2-percent values For winter from Appendix D of the Plumbing Code of New York 5tate.Deviations From the '1 _ EARTH Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by thebuildi�official. (Also see Figure R3012(1).) I 1 ASPHALT SHINGLES ETC.) AFFECTING STRUCTURAL WORK,SEE ARCHITECTURAL,MECHANICAL, 2" 3"I 2" 4��I41' 2" 13" 2° Project Location: F. The jurisdiction shall fill in this part of the table with the seismic design categort�determined from Section R30122.1. I I 1 I g (NY)To establish flood hazard areas,each community regulated under Title 19,P o termof the Official Compilation of Codes,Rules and Regulations OF the State of New York(NYCRR)shall adopt o I o TUB PLUMBING AND ELECTRICAL DRAWINGS. a flood hazard ma and supporting data. The Flood hazard ma shall include,at a minimum,special Flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance SHOWER I STUCCO FINISH GRAVEL P pp 9 P p Study For the community,as amended or revised with: 1ST Floor I. The accompanying Flood Insurance Rate Map (FIRM), 2" RIGID INSUAAAT ON GATT ii. Flood Boundary and Floodway Map (FBFM),and 211 4" 1 41 Drawing Title: supporting data along with an revisions thereto. INSULATION Cover Sheet iii. Related � The adopted Flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. BATH-1¢ k h. In accordance with 5ectionsR905.1.2 R905.43.1 R905.5.3.1 R905.6.3.1 R905.13.1 andR90533.1,where there has been a history of local damage From the effects of ice damming,the,urisdictionshall fill r 1 1 ) I 1 LAUNDRY / � GLASS in this part of the table with "YES" Otherwise,the jurisdiction shall fill in this part of the table with "NO" 2113"I 2111 4„1 1 � � POURED CONCRETE Project No. I. The'u)_risdictionshall fill In this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)cr from the 100-year (99 percent)value on the National Climatic I o 1 I Data Center data table "Air Freezing Index-U5A Method (Base 327)." 1 1 wasHER j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table "Air Freezing Index USA Method (Base 32°F)." sH IN=- 1 I STEEL BRICK k In accordance with5ection R3012.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the,lurisdictionshall Fill in this part Date: Drawing scale: Basement of the table with "YES." Otherwise,the'ul risdiction5hall indicate "NO" in this part of the table. N.T.S. 1 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdictionshall rill in this part of the table with "YES" and identify any specific CONCRETE ROUGH WOOD Drawn By: Checked By: requirements.Otherwise, the jurisdiction shall indicate "NO" in this part of the table. 4�� 4" BLOCK m. In accordance with Section R3012.1.2 the Jurisdictionsha11 indicate the wind-borne debris windzone(s).Otherwise,the jurisdictionshall indicate "NO" in this part of the table. C.O. n. The jurisdiction stall fill in these sections of the table to establish the design criteria using Table 1a Or lb From ALGA Manual J or established criteria determined by the jurisdiction. TO APPROvEp EXIS?.SAN.SYS. 4 ALUMINUM FINISHED WOOD Drawing No. o. (NY)The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 Feet HOUSE shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 Feet. TRAP A EMM of All Al Z co co (2) 2" X 12" UPSET GIRDER Z J p EXISTING 2" X S" E FLOOR JOISTS Y a) 0 W Z co TEMPORARILY SUPPORT O 0 o FLOOR JOISTS PRIOR TO N T B S M NT c t IN5TALATION OF NEW BM. \Q L �/ • / Z o Q , E Q PROVIDE 5IMP50N STRONG TIE N Q � ® a HU5210 I-VERY JOIST i .� U � L ai ~ 01 E O i �h�n -rt- ami I ®gym � n ®® cu t M z � 0 (oE 3 DETAIL Q a m6 �- U N -_ X 2 < U A-2 SCALE: NO SCALE -� " " " N a W GFI J OF_ aw PROPOSED POUND. SOCFM EXHAUST Q w �_ I OO FAN DUCTED TO _vLi w O PROVIDE #4 BARS 12'I EXTERIOR AS HORRIZONTALLI PER GORE c �z oowE X a ca �- Zia O F- OV U F- -+7 - - :3zw 28U — � wF- Qow �U >,C6 FILL HOLE W/ 10 Q +� c~n w >w Q o NON SHRINK GROUT = I O z LL a=z EXIST. FOUND. 13'-2 112 + �„ 5'-m" 12'-I ~ Q000Q a °ly_ I 2'X N LEGEND Q��Uzo° 4 DETAIL @ FOUND. JUNCTURE Bedroom @ � ( � �fias��r Bedroom � z o v)Zv)W W O0 _44aNEW CONSTRUCTION �-2 SCALE: NO SCALE I 112�a � a � 50CFM EXHAUST O W=m_J o W z X TILE FLR Af_ F =�_wzwo F FAN DUCTED TO EXIST. CONSTRUCTION F-o�c�am� "' I '-9" EXTERIOR AS 13'-1 I/2" J C() PER CODE 24 6a 2e EXIST. CONK to be REMOVED (3)2 X6"HDR 1 ( )2 X(o HD Ru TW210210 TW210210 1 Existinn r Ist Floor Plan A-2 SCALE: 1/4"=V-0" mc ■ 2mX 6a U) WINDOW WELL R310.2 fb LADDER 4 STEPS R310.2.1 6'-® Cr WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN CD 44 SHALL BE EQUIPPED WITH PERMANENTLY AFFIXED W LADDER OR STEPS USABLE WITH THE WINDOW IN THE 36 -4 PROPOSED 35/s" METAL 5 /2 0'-71/2° STUDS -a 16" O.G. FULL OPEN POSITION. RUNGS SMA LL HAVE AN INSIDE WIDTH OF AT LE45T 12" AND SHALL PROJECT AT LEAST 0A P—' GELL 3" FROM THE WALL AND SHALL BE SPACED NOT MORE GX 135 INSULATION (2") THAN IV O.C. VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL LIGHT GALG. 4 8 U 0% OF TOTAL RM. 50. FTG. 11'- 11 2 X6 12'=0" 1 9'=2 1/2" 2'=7" 2' " 4'=8" ROOM AREA = 114 5Q. FEET 114 X .05 = 9.12 SQ.FT.ALLOW. e� 6ric6 Room 10.5 50.FT. PROVIDED PROVIDE 5/511 TYPE 'X'GYP.F - VENTILATION GALG. Bedroom � BOARD OVER EXISTING � C 4% OF TOTAL RM. 59. FTG. m aU11 r m ROOM AREA - 114 SQ. FEET MECHANICAL EQUIPMENT ASOL 114 X .04 =4.6 50.FT. ALLOW. ® PER CODE ; o ,N 10.5 50.FT. PROVIDED mX NEW 3/4HOUR z °> 3011DOOR W/ CIO 4 8 LEGEND (3A25"X1.511MICRO L M HDR 12"X18" VENT = N 0 NEW CONSTRUCTION RELOCATE E),11ST. M STEEL COLUM + lox OM ® N `o_ 0 w EXIST. CONSTRUCTION C a U) Z).s 0 °' IL EXIST. CONK to be REMOVED 6 8 N Q co Flo I o 0 ai=0" CEILINe HT MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS X0 (REFER TO TABLE R301.5 OF THE 2020 Residential Code of NY State) o Z (3)1.25"XI.5"MICRO LAM HDR USE LIVE LOAD DEAD LOAD V/ 4 UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 10 psf REMOVE EXIST. °°� �� 2X6a X X STEEL COLUMN UNINHABITABLEof 10sf p p ATTICS WITH 5TOTAGE 20 � QN �, HABITABLE ATTICS 8 ATTICS W/ FIXED STAIRS 30 psf 10 psf - 16'-311 8 _®I. 13'-2" 31_411 = BALCONIES (EXTERIOR) AND DECKS 40 psf 10 psf O QDdr®®n1 FIRE ESCAPES 40 sF l0 sf e Lt p p 31 5®CFM EXH UST GUARDS AND HANDRAILS 200 Ibs 0� 1A FAN DUCTED TO GUARDS IN-FILL COMPONENTS 50 Ibs N��� EQUAL EQUAL EQ EQ FF EXTERIOR AS � PER CODE PASSENGER VEHICLE GARAGES 50 psf as per plan Project Location: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf — GXWI35 CXW135 SLEEPING ROOMS 30 psf 10 psf 8 LIGHT TOTAL RM. 50. FTG. STAIRS 40 psf 10 psf Drawing Title: 1 Existing Basement Plan ROOM AREA = 124 SQ. FEET attic Floor Plan 124 X .08 = 9.92 SQ.FT.ALLOW. ROOF LOADING (LIVE = GROUND SNOW LOAD 10 psf for Existing 10.5 50. FT. PROVIDED ADJUSTMENTS AS PER TABLE R301.5 OF THE 30 psf 15 attic for �-3 SCALE: 1/4"=V-0" VENTILATION CALC. I 6 _0 I RESIDENTIAL CODE 01= NEW YORK STAE) psf Project No. PROVIDE SMOKE & CARBON MONOXIDE Rio M TOTAL 11 S0 FTC. L L ROOM AREA = 114 SQ. FEET DETECTORS AS PER NEW YORK STATE 114 X .04 =4.6 50.FT. ALLOW. Date: Drawing Scale: CODE +0 10.5 50. FT. PROVIDED ALL WINDOWS TO MEET NEW YORK STATE Drawn By: Checked By: EGRESS REQUIREMENTS Drawing No. �ii��