HomeMy WebLinkAbout39743-zGENERAL NOTES
ALL WORK SHALL K RERFORI'L IN AGI.ORDANLE WIN THE 2010 RESIDENTIAL CODE OF
NY5, 2010 EN[RGY GONGRVATION GODS OF NYS, ALL NIILDINfS WILL E DESIGNED FOR THE 110 DOOR 5GHEDULE
MH WIND ZONE, A00014DIN5 TO THE RR[ VE (AF 4 RAI 2001 EDITION WOOD FRAME
GONSTIWTION MAW& FOR ONE AND T40 FAMILY P1,111INGS NFFA 10 STANDARD THE
NATIONAL EGTRIGM CODE' CLAUDY LANE DONOR WIDTH DOOR SIZE DOOR DOOR
I
NNMSER HEIGHT TNIGKNESS MATERIAL TYPE
2 ALL WORN TO COMFORT TO THE RILES AND RG6ULATION5 OF NEW YORK 2010 IRI INTERIOR DOOR
cON5ERVATION CONZTGKTION GORE ALL WINDOW AREAS TOE DOIILE GLAZED, LOW E IF
R IRED 5E ENIRGY 51ST FOR WIN0.W U-VMUE SPEGIFIID Ll 2 O•• 6•-a" 1 3/4'• HG WD
G' -D" 13/4" HG I^m
Q 2'-4" VI 13/4" TIG WD
3 .DY LOCATED WITHIN VILLAGE WJNDARIK MAY E 5i1.EGT TO THE ARCHITECTIAL N.26'3970"W (41 2'-G" 6•,511 1 3/41' HG IND
REVIEW BARD ODER OF ROOFING AND 51PIW MST E AFMRC V IY THE An RFORE
EX
INSrAI-LING RRIOR OF I/ILDINc 50-00 m 2'-D" G• -a" 13/4^ He wD
�� 25.0 U 3'-0" G' -D" 13/4•' NO MID
4 NDMIp WNER 15 RE5RON51RE FOR PROVIDING AN ANG RATE AND LEGIBLE SURVEY ARGHITEGT W SLIDING CLOSET DOOR
WILL NOT E RETAINED RE5PQV5tE FOR UNCLEAR DIMEKION5 N 1 I M 4'-0" G' -b'• 1 3/4" HG 5LDR IND
5 GENERAL GONTRAGTO R IS RE-SI'ONSIHE TO VERIFY ALL DINEN510N5 IN FIELD FROR TO 5'-O" G' -D" 1 3/4" HG 5LDR WD
FRG
AMIN- NOTIFY 014 ARGHITECT OF ANY DISGRIANGIES IN, IATELY VSRIFY 6'-O" 1 3/4" HG 5LDR WD
EXI5TNG FLOOR JOIST DIRECTIONG IN THE FIELD 31-F 3/4" F♦G 5LDR WD
lJ D' -O" 111
II -FOLD DOOR
G THE CONTRACTOR SMALL VERIFY ALL MEAS.REMGM5 AND COVIITIONG AT THE 51TE ANY (N Z II f2) I' -G" G' -D" 3/4" IHC 51 -FOLD WD
UIV REP IES OR MIDDEN CONDITIONS MIST E ROKHT TO THE ATTENTION OF THE ((2 2'-0" 6'-D" 1 3/411 HG 51 -FOLD WD
ARLHITGT PRIOR TO GOMTHE FILEN OF coNST 5H&LN NOT
K RT I15 NED E K ANY 51EE FOR II LOT 6 LOT 7 II 21 (2) 2•-6•' v -b" 1 3/4" HG 51 -FOLD WD
AM HIDDN CONDITION IN THE FILED ARGNITGT SHALL NOT E RETAINED FDR ANY FIID
S1R5RVI510N 1 (2) 3'-J" G' -D" 13/4" HC 51 -FOLD WD
Q TWIN INTERIOR FRENCH DOORS
I CONTRACTOR IS REQ11R'� TO DIG A TEST HOLE WHEN STORY
24 STORY ADDITION F � 1 (2) 2'-0" 6•-D" 1 3/4•' WD WD/6L
EHISTING GARAGES AND STORY EXT]SIONS ALL 2 STORY ADDITION5 MIST HAVE T-FCOTINL 1'' 651
(2) 2'-6" 6•-b" 13/4" IND HWD/6L
.FORE ANY CONSTRUOTION VAN 5TART W I I (2)31-0" G• -D" 1 3/4•' W° WD/5L
G ALL FARTITION5, EXTERIOR HAL -5 AND OEILING5 WILL E COVERED WITH&" GYP5JM WALL Ij = ROCKET DOORS
IED
WARD, ss' FIRE ID TYRE 'X' GYFSUN HALL WARD ON GEILING5 AND WALLS IN GARASE J 6 2'_°" 6•_a" 15/411 HG WD
AND VILER ROOMi, 3'-0° EYOND WILER5 L)4' M0I5NRE RESISTANT GYFSIM HALL WARD O211 2•" G' -D" 15/4, HG WD
USED AT MTHROOM5 AND CEMENT WARP AT TO AND 5HOMR AREAS LLL�99 3'-O" G• -b'• 1 3/4" HG WD
4 CONTRACTOR TO USE AN DIRSN A00 SIRES OR MARV K,, RELU WINDO4G A5 FGR FLAN5 AND EXTERIOR ENTRY DOOR
VERIEY WINDOW SIZE EFORE ORDRR M5 ANY WINDOWG ON J0/ 51TE,VIRIFY WI iNT5 OF�` 1 I
Q 312' 2'-6" G• -d 13/4• %IWLATFD MG
GIRDLE HOFS FdD ALL WINDOHi Ry� 2'-D" 4'-D" 13/4'• tw IWAATD Mc
10 ALL WALLS AND MOISTURE
SHALL E Fl GINE WITHK=GYP b ISE WATER FWOF GIT b
W 3•-0" 6'-N' 13/4" KNIIJLVFD 146
N AREAS G M015TRE TARE AND SPACKLE 3 Donis ' ` EXTERIOR RATIO DOOR
V VERTIC& AND_ LSLGiL� 5'-O" 6'-b" 1 3/4" VINYL 5L 5LDR
II. Iron �NTM IETWJtN STORIB AIDNTOP STORY DRAFT
ORENONnTfIGWSPTHACE FIRESTOP MATERIAL 61,011 6'-b•' 13/4" VINYL DL 5LDR
O I 'a I 12'-0'• 6'-D" 3/4" VINYL OL 5LDR
To E WOOD MTTS OR /LANKET5 5FG Y RETAINED IN RME AS FER RG02 N-5) EXTERIOR FRENCH WD DOOR
12 FRAMING LF1H R SMALL E CO*6 TON GRADE FIR GSO P51 IN EXTRIIE FlER STRESS U WD SINWi RR W
2'i" 6'-D" 13/4•'
FOR ENDING (f Y) I,f4FIR FIR NO 2 W1514-
13
WD SINGLE R'IR W
2,_b„ G,_D„ 1 a/4,
13 PROVIDE SOLID EOGKINL YTYEEN F05T5 AND THEIR SHTROKI IF 5TRUGIIRAL RIDGE DOES / ( 6'-a" 1514-1 Y D Sp'p j E R
4•-0" G' -b" 13/4"
NOT ALIGN WITH GIRGPR IN THE GEL -AR OR DRAWL 5FA4E,1.5E MIGROLAM IN THE FLOOR I I 5'-O" 6'-D" 3/4" IND PE � NO
SYSTEM TO DISTRIETE LOAD SANE GC ES FOR 5TH 111IRAL GIRDERS THAT GARRY LARGE FRMYA 15TRRY WD DO.ILE RR W
LOADS INTIRIOR ALt5uT1n G' -O" G' -b" 13/4•
EXTERIOR FRENCH WD SLIDER
14 THE CONTRACTOR SHALL VRRIN 5TAIRWE LOCATIONS AND HEADROOM HEIGHT WITH STAIR ERHCJ f\ 5•-O•' 6'-b•' 1 3/4" villi L -NP�
MEGANIG EFORE I RAMINK STARTS ALL STAIRS, HAW IRAIL AND RAILING ARE TO GORLY Lt1 I ^ VINYL FRENCH HD
WITH 2O10IQSIDENTAL GODS OF NY5 O V G' -O" 6'-D" 1 3/4"
Q'-0" G' -b'• 13/4" VINYL FRENCH YD
15 W15T RIDGING 15 REQUIRED TO E SNTORTEO LARRALLY AT MID 5FAM BY50I � 1 I �
EXTERIOR FIRE RATED DOOR
FLOCKING E OR GRCRO%PIDGINS (Wo)0 01 METAL) AT INTERVM5 NOT EXGELIMr I' -O'
2'�" 6 L' 1 3/4•' 3/4 M RATS
IG ALL STL (gLIUMNIS, FLITCH FLA.lE5 AND LOOSE LIMES TO E MANUFAGTI.RD IN 50.65' — 25.33' O 2'-D'• 6'-D" 3/4" 5TL 3/4 HR RATED
AGGORDANOE WITH A5 TM 5TAN TAR05 AND INETMLED IN ACCORDANCE WITH A15L tJ� 3' -O"6 -td 3/4" 5TL 3/4 HR RATED
5TANOAR05 253.25' 5.25t400'E
RIGHT OF WA Y 5TL = IRESTEELR MC = METAL GLAD INTER = INTERIOR
M THE ARATION S HASSTE NOT REIN RETAINED FOR TE DE51GN OF ELECTRICAL, NEATINb AND FR = FIRE RATED 5G = SOLID GORE EATER = EXTERIOR
VENTILATION SYSTEMS GL = GLASS FG =HOLLOW GORE MATL =MATERIAL
If ALL ELEGTRIGM WORK TO E FIRE UJDSRYRIT-R APPROVED OUTLET AND FIXNRE TO NY5 5LDR = SLIDER HD = WOOD
DOGE GHARi[R 33 THRU GHAPRR 42
N ALL GAS VENT5 AND ELfVNUGAL 55RVIGE WIRES 4'-0' MIN SROM ALL WINDOW AND DOOR
ORI! INK
20 ALL III WORK SMALL E IN ACGOIOANOE WITH RE51DINTIk GONE OF NY5 CHAPHR 25
TiOUGH 32
21 ALL WA4 NiAUNIGM EOUIFMENT SHALL E INSTALLED IN AGGOKDANIGE WITH RISK TTIAL
DOG£ OF NY5 GHAFTRR 12 TRI 24
22. STORM WATER RI ROTE TOE DISPOSED OF IN A MROPER MAWRR A5 Kii G11RED /Y
THE HEMl1I DLTARTIENT, LOCAL WILDING DPARTMENT AND ALL OTHER AGIJGIE5 HAVING
.LRIWIGTION
23 ALL 1OY WITHIN DESIGNATED LAKE5, RIVER EDS, MARSH, 5TREAM5, OR COASTAL EACH
WILL REQUIRE A WRING TEST HOLE, /Y SOIL NSLHANIG RFORE ANY FOUNDATION WORK GAN
START RE5IL15 M)5T E REPORID IAGK TO THE ARGHITILT, TOWN AND LOCAL
H TKORTIEI
24 SMOKE DETGTOR MUST E IN ACCORITANCE WITH UL 211 ALARM 5HALL E INSTALLED IN
EACH `AIRING ROOM, %T51DE EACH SLEERING AREA IN THE IMMIJIAT: VICINITY ON EACH
ADDITIONAL STORY INGLWING FA5EFENT5 / CELLARS/ ONE GARWN MONOXIDE MINIMUM FER
LEVEL MSO I cARWN MONOXIDE DETECTOR WITHIN 15 FET OF ALL 51 -LING AREAS
SMOKE EFYIOTOR AND GARWN MONOXIDE 5HALL E HARD WIRED, INTIRCOMEGTb W
{AT IMRY MNK N AS MER 8313
25 COMRLY WITH NY5 8315 FLAME SRREAD AND SMOKE 00%,17Y FOR WALLS AND GELIRG5 AND
11316 FOR INSTALLATION.
WINDOW NOTES
I JOY WITHIN I MILE FROM THE OCEAN ARE IREGUIRFD TO HAVE WINDOWS THAT MEET THE
K551LE TEST OF ASME 14Ml0 AND A5TE IDN OTHER WISE NSE HURIRIOME 5401115
ANmRSON DALE COUNTY HVI RIGANE HIGH PLRFORMANLE III OONIRACTOR MAY CREATE
ALTJWATE STRIKTURAL FARES A5 RSR RGW5 R301212
2 ML WINDOWG MIST MEET THE 2010 N15 EGRE55 GORE, MIN 5150 FT GEAR OPENING FOR
ALL YLRCOM AND SLITING AREAS
3 THE CONTRACTOR MUST VERIFY ALL DOOR AND WINDOW SIZES IN THE FIELD. ARCHIT GT HILL
NOT E HiiLD RESPON511Ii FOR INGORREGT 512E OF WINDOYG AND DOORS ANY
MSCRTANOY IN DOOR AND EGRE55 WINDOW 51ZE5 MST E RERORTED TO THE AIRANTIGT
4 ALL WIN DOWG ARE MSEC ON 400 SERIES ANDSGON NNOOW5, RO/GH ORNING5 MAY
GRANGE DEPEVING ON WHICH AXR5R50N WINDOW SERIES OR RAND CONTRAOTOR 15 MING
IN THE FIELD
PLOT PLAN
SGLE/IG" =1Y'
N
SOUARE FOOT,5E INFORMATION SUMMARY
RRxsiwRlw,lAA♦,In
EXISTING FIRST FLOOR bbl SF
FIRST FLOOR INTERIOR 212 5F
ALTERATION
N.Y.S EMERGENCY E6RE55
WINDOW TYRE 51ZE AW MANUFAGIIRSR
O
CLEAR OFENING
`IRLGT TOV VI PROM
IE•JIS
- ANDERSON TH3046 OR EEI DOUN1 HUNG fiiiRE55
33- T/W
WIDTH
25- 1/4" HEIGHT
5131 S
FT
- ANDERSON GH114 GA51IMENT EGRE55 22- 5/I6" WIDTH 43- 14' HEIGHT IT 5) FT
R 3111- SILL HEIGHT M- MAX 24.
T
R 31013 - MIN MNING WIOM = b"
R 3101.2 - MIN MEWING IE6HT = 24"
MIN Wil1N MIN TI MFNING SIZE AT (RALE LN<= 551 FT CLEAR
R3101 -G IIRENING SIE=5TH51 FT!.TEAR
MIN HEIGHT FEIRNITTER 11' MRSM NTT/M M hJ FL11R WI T -
i!
SOFENINi 41,
NOTE THESE FLANS WERE PRETARED IN DIRECT ACCORDANCE WITH THE MEI
FRE IFIED IN THE WFCM WOOS FRAME GON5TRUCTION MANUAL 2001 EDITION R $ HIEN WIND EDITION
NIUING ORITRIA
THF F1 I SWING ARF FWI OF 1K ]RTI RRIRNTAII !
SUFFOLK GLIMATIG t 5ECORAPHIG DE51611 GRITERIA
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M AMIROAN FINI 4 PAST ASGCOIATIM (AFIRA) HIIR FRAME GO iTR1.'.TIIN MANUAL R"
LEGEND ELECTRICAL SYMBOLS
— — E%ISTING 2 X 4 511A51 16" OG TO REMAIN $ 51NGIE NNE SWTCH W III
--- EXISTING TO E MOVED 51NilE NNE 5 -HAY 54TOH W RIM4R
NEW EXTERIOR RMTITION-2 X45TUD51Ii"OL, Ruu
VINYL 5ID W, 3/A" RIGID INSUL TTYEK, "EXT W RRIFX OIUTLT:T GRINS FAULT 0"T RJRIIkRIM
GRADE SHEATHING, R-13 INSJL 4 Yz GYP ID. u
NEW FOIRFD WACRET FOMDATION 9N NFIEX RUR£T
� GS YNTT RELEfi HIGH XAT FIYIIAE
O� SMOKE DETECTOR HARD HIM 4IATRRY {ALK M + G5 MATT LIGM THERE
CARWN MONOXIDE DETE4TOR HARD HIRED
Ow ® 51 CFM MIN VENT FAN TO EXTERR CINKG
IT£) TO LIGHT SWROH
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RIVERI MUST MEET THE MISSILE TEST OF A5TME III
AND A51ME UNG
ALTERNATIVE WOOD 5TROTURAL PANELS MIN 3l MAX Y—Os SPAN SHALL BE PRECUT TO
COVER GLAZED WINDOW OPENINGS, I MILE PROM WHO BOURNE REGION ATTACHMENTS OR
HOOKS MUST BE IN ACCORDANCE WITH TABLE 8301212
- NATURAL LIGHT #% FLOOR AREA To WINDOW 6LA55 AREA
- NATURAL VENT 4% FLOOR AREA TO TOTAL WINDOW Ill AREA
R 305 CEILING HEIGHT
- R 305.1 MIN 6EILIN6 HEIGHT REQUIRIMRNTS Ti" IN HABITABLE ROOMS
- MIN. BASEMENT HEIGHT. 641 MIN II UNUM 61RIVERS, OUJ ETC.
R 306.1 GLAZING:
- EXCEPT A5 INDICATED IN SFLTION R 30# 11 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS
LOCATIONS A5 DPERED IN SECTION R 3011, 4 SHALL E PROVIDED WITH A MANUFAUrv1JRER5
LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE 5AFE1Y GLATNS STANDARD
WITH WHICH IT COMPLIES, MICH 15 VISULE IN THE FINAL I45TA111.TION THE LABS SHALL E
ACID ETCHED, SANDBLASTED, CERAMIC -FIRED, EMBOSSED MARK, OR SHALL E OF A TYPE WHICH
OBOE APPLIED CANNOT E REMOVED WITHOUT KING DESTROYED
EXGLTTlO
FOR OTTER THAN TEMPERED 5LA55, LAI MAY E OMITTED PROVIDED THE CODE
ENFORCEMENT OPTICA APPROVES THE USE OF A CERTIFICATE AFFIDAVIT OR OTHR
EVIDENCE CONFIRMING COMPLIANCE WITH THI5 CODE.
2 TEMPERED SPANDREL CLASS MAY E IDENTIFIED NY THE MANUFACTURER WITH A
RNOVANLE PAPER LABEL
TE 301 IDENTIFICATION OF MULTIPLE A55EFBLIE5 MULTI PANE ASSEMBLIES HAVING INDIVIDUAL
PAWS NOT EXCEDING 150. FT. IN EXPOI AREA SHALL HAVE AT LEAST ONE PANE IN THE
A55EMBLY IDENTIFIED IN ACCORDANCE WITH SECTION R 3061 ALL
OTHER PANES IN THE A55EMBLY SHALL BE LABELED IG GFR 1201
R 301.1 51EAGE REQUIRED:
- FIXTURES SHALL BE SPACED A5 RIR H6U PE R 3012
- BATHROOM FIXTURE 51PAGE5 FOR THE FOLLOWING M, TOILET, I AND SOPPRS
- 21' MIN IN FRONT OF TOILET, LAV
- 4' MIN BETWEEN LAV. AND TOILET
- 2' MIN BETAI M AND LAV. OR TOILET
- 15' MIN BETWEN CBTM OF TOILET AND HALL
- 24' MIN IN FRONT OF SOWER OPENINGS
R 301.2 CATH AND 5H01^E1R 5PAGE
- ■ATHRB AW SHOVER POOR AND HALLS ABOVE BATH" WITH INSTALLED SHOW" HEADS
AND IN A 5HOH M COMPARTMENT SHALL BE FINISHED WITH A NOMAKARWW SURFACE SUCH
WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN G'-0 ABOVE THE FLOOR
R 310 E5111ii
- R 310 EMMGENGY ESCAPE AND RESCUE OPENING: PROVIDE AT LEAST ON WINDOW EACH
5LEMING ROOM AND BASFENT DIRECTLY OPEN TO PJEIC 5TRET
HABITANT FOR EMERGENCY EXIT MIN 50 50. FT ON 1st FLOOR t 5150, FT. ON OTHER FLOORS,
MIN HEIGHT 24', MIN WIDTH 20"
- R 3102 WINDOW WELLS REQUIRED FOR EMERGENCY ESCAPE 54ALL HAVE MIN NET CLEAR OF P
SO FT WITH A MIN HORIZONTAL PROJECTION 4 WIDTH OF 36- WITH LADDER OR DTR ENCROACH
MAX G INCHES.
- R 3102.1 LAPPRREI It 511ITE5 ARE REQUIRED FOR F1N15HED BA5EMEW5 WITH WINDOW SELLS WITH
A DEPTH GREAT" VAN W AND SHALL K EQUIPPED WITH A LADDER PERMANIoNTLY AFFIXED
OR STIES USABLE WITH WINDOW IN PULLY OPEN POSITION
R 311.1 HANDRAILS
- HANDRAIL5 SHALL ME PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF ToOl
OR FLIGHT WITH FOUR OR MORE RIDERS
R 31155 5TAIRHAY WALKING SURFACE
- THE HALKINS, Still OF TREADS AND LANDINGS OF STAIRWAYS 54ALL BE 5LOPED NO
STEER THAN ONE UNIT VMTIGAL IN 4#' HORIZONTAL
R 3116 RAMPS
R 31161 MAX 5LOPE. RAMPS SHALL HAVE A MAX SLOPE OF ONE UNIT VERTICAL IN TWELVE UNITS
HORIZONTAL (#.3% STORE)
- R 31162 LAMPIN 95 RE6611i A MIN. 3'-0 X 3'-0 LANDIN65 SHALL E PROVIDED L AT THE TOP
AND BOTTOM OF RAMS 2 WHERE DOORS OPEN ONTO RAMS, 3 WHERE RAMPS CHANGE
DIRECTION
- R 311 Be 3 HANDRAILS RECOUPED HANDRAILS SHALL E PROVIDED ON AT LEAST ONE SIDE OF ALL
RAMS EXCEDINS A SLOPE OF ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (&33% SLOPE
- R 3116 31 HEIGHT HANDRAILS HEIGHT, MEASURED ABOVE THE FINISHED SURFACE OF THE RAMP
SLOPE, SHALL E NOT LESS THAN 34" AND NOT MORE THAN 50'
- R 311632 HANDRAIL GRIR SIZE HANDRAILS ON RAMS SHALL COMPLY WITH SECTION REN 563
- R 311633 CONTINUITY HANDRAILS WHERE REWIRED ON )RAMS SHALL E CONTINUOUS FOR
THE PIAL LENGTH OF THE RAM' HANDRAIL 94P5 SHALL E RETURNED OR SHALL TERMINATE IN
NEWEL POSTS OR SAI'ETY TERMINALS HANDRAILS ADJACENT TO A WALL SHALL HAVE A 5111
OF NOT LE55 THAN 15" ETWEN THE WALL AND THE HANORAIL5
R 3115 6,.1 HEIGHT
- HANDRAIL HEII MEASURED VERTICALLY FROM THE 510101 PLANE AD -I THE THUS"
NOSING, OR FINISHED SERFAGE OR RAMP SLOPE, SHALL BE NOT LESS THAN 34" AND NOT MORE
THAN 36'
R 3fl.i ILLUMINATION
- ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN AGGORDANGE WHIN SECTION III
R 316 M015TURE VAPOR RETARDERS
- R 31# I MOISTURE GONIROL VAPOR RETARDERS SHALL K PROVIDE IN ACCORDANCE WITH
ISOTION NI1025
R Al 6EOTEGHNIGAL EVALUATION
- IN LIE OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD EARIN6 VALUES IN TABLE
Ell 41 SHALL E A55UKD
TA15LE R 401.4.1
PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS
CLAS50F MATERIAL
PRESSURE 1115 P" 50, FT)
CRYSTALLINE BEDROCK
5EDIMENTARY AND FOLIATED ROCK
R 311 EXIT5.
- R 3113 EXIT DOOR SHALL K MIN OF 3'-0' X G-#' SANDY GRAVEL ANC/ OR 6RAVEL (SW AND 6R)
- R 322.4 EXTERIOR HALLWAYS AND HABITABLE RAGE SHALL BE A MIN SO WIDE
- R 31212 LANDINI AT DOOES, MIN 3'-0 X Y -O R PSUIRED LANDING IF 3 OR MORE SAND, SILTY SAND, CLAY SAND, SILTY GRAVEL AND CLAY GRAVEL
- R 31143 LANDINGS AT DOOR SHALL HAVE BE A FLOOR OR LANDING AT EXTERIOR DOOR SHALL (5W 5E, 51, 5C, 6M 4 6C)
NOT BE LOWER THAN I�' THE TOP OF THE THRESHOLD EXGEPTIM EXT"NOR DOOR LESS ENTRY BY MAX CLAY, 5ANDY CLAY, SLITY CLAY, CLAY 511 SILT AND 5ANDY 51LT
( CL MIL, MN 4 OH)
R 31153 STAIR TREADS AND RISERS:
— R 311531 ?1 HEIGHT THE MAX. RISER HEIGHT 5HALL BE 94 THE BSER SHALL BE
MEASURED VERTICALLY BETWEEN LEADINb iiV 5ES OF THE ADJACENT TREADS THE GREATEST
RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCED THE SMALLEST BY MORE THAT 11'
- R 3115.32 TREAD PUTT THE MIN. TREAD DLTTH SHALL K T THE TREAD DRHH 5HALL BE
MEASURED HORIZONTALLY BETWEEN! THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF
ADJACENT TREADS AND AT A BURK ANGLE TO THE TREADS LEADING EDGE. THE 61EATST TREAD
DEPTH WITHIN ANY FLIGHT OF STAIRS 54ALL NOT EXCEED THE SMALLE5T BY THAN V . RUDER
TREADS 5HALL HAVE A MIN. TREAD DEPTH OF 10" MEASURED A5 ABOVE AT A POINT 12' FROM THE
51PE ANDRE THE TREAD DEPTH OF BY AT ANY POINT WITHIN ANY FLIGHT OF STAIRS, THE GREATEST
WHOM TREAD DEEM AT THE 12" WALK LINE 94ALL NOT EXCEED THE SMALLEST BY MORE THAN 3/.
- R 31151 WIDTH STAIRWAYS SHALL NOT K LE55 THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE
THE PMMITIED HANDRAIL HEIGHT AND BELOW THE REGTIIRED HEADROOM WIGHT. HANDRAILS
SHALL NOT PROJECT MORE THAN 45' ON EIT II R SIDE OF THE STAIRWAY AND THE MIN CLEAR
WIDTH OF TW STAIRWAY AT AND BELOW THE HKDRAIL HEIGHT, INGLUEi TREADS AND
LANDIN55, SHALL NOT BE LESS THAN 315' WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES
- R 3113 HALLWAY5 THE MIN WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3'-0
- R 31152 HEADROOM THE MIN HEADROOM IN ALL PARTS OF THE STAIRWAYS SHALL NOT BE LESS
THAN II
R 31141 EXIT DOOR REQUIRED NOT LE55 THAN ONE EXIT DOOR CONFORMING TO THI5 SECTION
SHALL BE PROVIDED FOR EACH VAI UNIT. THE REQUIRED EXIT DOOR SHALL PROVIDE FOR
DIRECT ACCESS MOM THE HABITABLE PORTIONS OF THE DWBLLIN5 TO THE EXTERIOR WITHOUT
REOJIRIN6 TRAVEL THNROVSH A SABI ACCESS TO HABITABLE LEVELS NOT HAVIN6 AN EXIT IN
ACCORDANGE FUM THIS SECTION SHALL BE BY A RAMP IN ACCORDANCE WITH SECTION 83111
OR A STAIRWAY IN ACCORDANCE WITH SECTION 13115
R 31142 DOOR TRE AND 51E THE RF[A11Rm EXIT DOOR SHALL BE A 510E -HINGED DOOR NOT
S55 THAN 3'-0 IN WIDTH AND 6,'4" IN HEIGHT OTHER 00015 50ALL NOT K RENUIRED TO
COMPLY WITH THESE MIN DIMENSIONS
R 31143 LADING AT DOORS THERE 5HALL BE A FLOOR OR LANDING EACH SIDE OF EACH
EXTERIOR DOOR,
EXCEPTION WHITE A 5TAIRWAY OF TWO OR FEWER RISERS 15 LOCATED ON THE EXTERIOR
51DE OF A DOOR, OTHER THAN THE RE-Q11RED EXIT DOOR, A LANDING IS NOT REQUIRED FOR
THE EXTERIOR SDE OF THE DOOR.
THE FLOOR OR LANDING AT THE EXIT DOOR REWIRED BY SECTION "1141 SHALL NOT BE
MORE THAN 15" LOVER THAN THE TOP OF THE THRESHOLD. THE FLOOR OR LANDING AT
EXTRIIOR DOORS OTHER THAN THE EXIT DOOR RECJIIRED NY 5ECTION 131141 SHALL NOT
BE MJC UIEl TO COMPLY WITH THE RECUIREMENT BUT SHALL HAVE A R15E NO GREATER
THAN THAT PERMITTED IN SECTION 831153
EXCEPTION THE LANDING AT AN EXTERIOR DOORWAY SHALL NOTl1E MORE THAN 6
BELOW THE TOP OF THE THIRE5HOL0, PROVIDED THE DOOR OTHER THAN AN EXTERIOR
STORM OR SCREN DOOR DOES NOT 5FEKS OVER THE LANDING
1 e. R.a r . .r _ 4r • • 6�
LOAD-BEARING
R 406 UNDER FLOOR SPACE.
- R 4011 VENTILATION THE MIN NET AREA SHALL NOT BE LE55 THAN I `O FT FOR EACH 150 SQ FT
UNDER FLOOR SRAGES
- R 40#3 FOUNDATION ACCESS OPENING 16" X 24" SHALL NE PROVIDED FOR UNDER FLOOR SPACES
- R 400 2 OPENING FOR UNDER FLOOR VENTILATION THE MIN NET AREA OF VENTILATION OPENINGS
SHALL NOT BE LESS THAN 150 FT FOR EACH 150 50 FT OF UNDERFLOOR SPACE AREA ONE
SOH VENTILATION OPENING SHALL BE WITHIN 3' OF EACH CORNER OF THE EILDIN6
VENTILATION Comi SHALL E COVERED FOR THEIR LOCH AND WIDTH AND OF THE
FOLLOWIN5 MATERIALS PRO'/)DED THAT THE LEAST DIMENSION OF THE GOVERNS SHALL NOT
EXGBtr
I PERFORATED SHEET METAL PLATES NOT LESS THAN 0010" THICK
2 EXPANDED SHEET METAL PLATES NOT IT55 THAN 0041' THICK
3 CAST IRON GRILLS OR 5RATIN5
4 EXTRUDED LOAD DEARIN6 BRICK VENTS
5 HARDWARE GLOW OF 0035" WIRE OR HEAVIER
G CORROSION RESISTANT ARE MESH, WITH THE LEAST DIFFUSION 61 6'
EXCITION5
THE TOTAL AREA OF VENTILATION OPENINGS MAY E REgKED TO INECO OF THE
UDER-FLOOR AREA HHERE THE 6ROUND SURFACE 15 TREATED WITH AN APPROVED
VAPOR RETARDER MATRRIAL AND THE RECYUIRED OPENINGS ARE PLACED 50 AS TO
PRO EEO C14055 -VENTILATION OF THE SPACE THE INSTALLATION OF OPERABLE
LOUVERS SHALL NOT BE PROHIBITED
R 502A DRILLING AND NOTGHING
- EMBALMMENT FLOOR MEMBERS SHALL K CHIT, BORED OR NOTCHED IN EXCESS OF THE
LIMITATIOI SPECIFIED IN THE SECTION SE FIGURE R502A
- 502A 1 SAWN LUMNR NOTICES IN DLED LUMBER MISTS, RAFTERS AND BEAMS SHALL NOT
EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT E LONGER THAN ONE-THIRD OF
THE DMPP OF THE MEMBER AND 54ALL NOT K LOCATED IN THE MIDDLE ONE-THIRD OF THE
SPAN NOTCHES AT THE E05 OF THE MEMBER 5HALL NOT EXCEED ONE-FOURTH THE DEPTH OF
THE MEMBER THE TENSION SIDE OF MEMBERS 4' OR GREAT" IN NOMINAL THICKNESS 514ALL
NOT E NOTCHED EXCMT AT THE ENDS OF THE MWIER5 THE DIAMETER OF THE HOLES BORED
OR OUT INTO MEMBERS SHALL NOT EXCEED OW -THIRD THE DEPTH OF THE MEMNR HOLES
5HALL NOT BE CLOSER THAN 2" TO THE TOP OF BOTTOM OF THE NUMBER, OR TO ANY OTHER
LOCATED IN THE MEMBER WHERE THE MEMBER E5 ALSO NOTCHED, THE HOLE 514ALL NOT BE
CLOSER THAN 2- TO THE NOTCH
R 6011 ATTIC AGGE55
- SHALL NOT BE LESS THAN 22' X 30" AND SHALL E LOCATED IN A HALLWAY OR OTHER READILY
ACCESSIBLE LOCATION LARGE EWIPFENT REQUIRE PULLDOWN STAIRS TO 5MVICE
MECHANICAL EQUIPMENT IN ATTIC
R III UNDERLAYMENT APRLIGATION
- FOR ROOF 5LOR5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (N% SLOPE), UP TO
FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 03% SLOPE), UNDMLAYMENT SHALL BE TWO
LAYERS APPLIED IN THE FOLLOWING MANNER APPLY A N" STRIP OF UDERLAYMENT )'ELT
PARALLEL WITH AND STARTINS AT THE EAVES, FA5T1Tm SIFFIOIEMLY TO HOLD IN RACE
STARTING THE EAVES, APPLY 36" WIDE SHEETS OF LPDERLAYMENT, OVERLARINS 5UCGE551VE
SHEETS IR" AND FASTENED 5UFFOEENTLY TO HOLD IN PLACE FOR ROOF 5LOPE5 OF FOUR UNITS
V"TICAL IN 12 UNITS HORIZONTAL (33% 51-OPF) OR GREATER UN WLAYMEW 54ALL BE ONE
LAYER APPLIED IN THE FOLLOWING MANNER UNDERLAYMEW SHALL E APPLIED SHINGLE
FASHION PARALLEL TO AND 5TARTING FROM THE EAVE5 AND LAPPED 2" END LAS 54ALL BE
OFFSET BY G'-0
Qi R III IGE SHIELD PROTECTION
- ICE SHIELD TO EXTEND FROM ROOF EDGE TO A POINT NO LESS THAN 24' INSIDE OF THE
4p00 EXTERIOR WALL LINE
3600 R 100115 CHIMNEY GLEARAHOE
2,000 - PROVIDE I" CLEARANCE AIR SPACE FROM EXTERIOR SHEATHING TO GNN*Y, MASONRY
NUTTING COMBSTULE 5HEATHING 12" ROOM FLUE LININS, 2" GLEARANCE TO COM MOTIBLE,
PRAMINO SHALL NOT E ATTACHED TO CHIMNEY
1,500 - R 10015 ADDITION LOA05 CHIMNEYS 5HALL NOT BE SUPPORT ORT LOAD OTHER THAN THEOWN
WEIGHT UNLESS THEY ARE DESIGNED AND CON51RI)ICTEO TO SUPPORT THE ADDITIONAL LOAD
HE WHEN SOIL TESTS ARE RECUIRED NY R4014, THE ALLOWABLE KARIN6 CAPACITIES OF
THE 501L SHALL BE PART OF THE RECOMMENDATIONS.
E WERE IN RALACE SOILS WITH AN ALLOWABLE EARIN6, CAPACITY OF LE55 THAN 1$00
PDF ARE LIKELY TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL
BE DETERMINED BY THE SOILS INVE5TIRATION.
R 402.2 GONGRETE.
- MATERIAL USED TO PRODUCE POUR CONE SHALL COMPLY WITH AN 316 GEMENT MIST ALSO
COMPLY WITH ASTM G 1151 CONCRETE 54ALL HAVE CONCRETE S,NFCT TO LEATHERING AS
INDICATED IN TABLE 301.211) SHALL E AIR ENTRAINED AS SPECIFIED IN TABLE 84022
R 403.13 SEISMIC REINFORGIN6
- CONCRETE FOOTNG5 LOCATED IN SEISMIC DF516N CATE6gRIE5 DO, D 1 AND D 2, AS ESTABLISHED
IN TABLE R30L2(U SHALL HAVE MIN REINFORCEMENT
R 40314 MINIMUM PERTH:
- ALL EXTEROR FOOTN65 SHALL BE PLACED AT LEAST 12' BELOW THE UNDISTURBED GROUND
SURFACE AJ APPLICABLE, THE Di OF FOOTINGS SHALL ALSO GONFORM TO SECTIONS
8403141 THROUGH 8403142
R 403141 FM05T PROTECTION:
- EXC"T WHERE OTBRWISE PROTECTED MOM FRET, FOUNDATION WALLS PIM5 AND 0TH"
PERMANENT SUPPORTS OF EILDIUM6 AND STRUCTURES SHALL BE PROTECTED FROM FR05T BY
ONE OR MORE OF THE FOLLOWING METHODS
L EXTENDING BELOW THE FROST LINE SEECIEIED IN TABLE R3012(IU - CONL51RUCTIN6 IN
ACCORDANCE WITH SECTION III GOHSTRUCTNC IN ACCORDANCE WITH ASCE 32,
AND MELTED ON SOLID ROOK
EXCBRTIONS
L FRE5TADIN5 ACCESSORY 5TIVCTIRE5 WITH AN AREA OF 400 50 FT OR LESS AND AN
EAVE W16HT OF 10'-0 OR LE56 SHALL NOT K REOIIRED TO K PROTECTED
2 DECKS AMONIN6 ET NOT SPPORTED NY A DVELLIN6 NEED NOT K PROVIDED ANN
F007IN65 THAT EXTEND BELOW THE FROST LINE HHERE
I A I" HORIZONTAL SPACE 15 PROVIDED BETWEEN THE DECK AND THE DWELLINS; 2
THE GEGK 15 NOT LESS THAN 4" AND OT 6REAIPR THAN III BELOW THE
THRESHOLD OF ANY DOOR OPENING ONTO THE DECK
FOOTIN55 SHALL NOT BEAR ON FROZEN SOIL UNLESS SUCH PROZEN CONDITIONS 15 OF A
PMMANENT CHARACTER
R 403.1.42 5E15MI6 CONDITIONS:
- IN SEISMIC DE516N GATEWRIE5 D0, D 1 AND D 2 INTERIOR FOOTING SUPPORTING KARIN6 OR
BRACING WALL AND CAST MONOLITHICALLY WITH A 5LN ON SPACE SHALL EXTEND TO A DEPTH
OF NOT LE55 THAN 12" BELOW THE TOP OF 5LAB.
R 100310 FIRE PLAGE HEARTH EXTENSION:
- DIMENSIONS. UP TO 6 SO FT OPENING HEARTH EXTENSION SHALL EXTEND AT LEAST IG" IN
MONY AND AT LEAST #" BEYOND EACH 51DE OF ORENING
- OVER G 50 FT HEARTH EXTENSION 54ALL EXTEND AT LEAST 20' IN MOM AND AT LEAST 12" ON
EACH 51H
R 1004 FACTORY MILT EIRE PLACES
-
DROP IN ACCORDANCE WITH UL IZI AND INSTALLED PM MANIFACTRERS SPECIFlCATIONS
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VENTED FROM OUTSIDE AIR CHASE SHALL K FIRE STORED AT EACH FLOOR AND GEILIN5 LEVELS
E 3402 GROUND FAULT AND All FAULT CIRCUIT INTERRUPTER PROTECTION:
- 6FCI BATHROOM RECEPTACLES ALL 15 AND 20 AMP RECEPTACLES SHALL K 6FLI
TABLE R4CCL2
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF GONCRETE
u 5TRENJ AT 26 DAYS EI
G SEE TABLE R3012(I) FOR NEATHERING POTENTIAL
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H FOR GARAGE FLOCKS WITH A STEEL TROWELED FINISH, REP,OTION OF THE TOTAL AIR CONTENT (PI9RCENT
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REVISIONS
DATE 32015
SHEE NO.
A-5