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GENERAL. NOTES
<br /> L ZVERAL COONS 2 Treated Wood'Protection from deco shall be g y y provided in the fd/loWm locations b the use of MiN/MUM tgNALAAON PERFORMANCE
<br /> naturally durable Wood or Wood that is preservative treated in accordance With A$P4 Ul for the R303.4 M mum ventilation erformonce DWellm units shall be eel I
<br /> A. 7HE CC�NTRAC70R MALL SUPERVISE ALL CEN57R/Cfl0N ACROES AND VERIFY P 9 equPP Wifh
<br /> species product,preser truc and end use Preservatives shall be listed in Section 4 of AWAPA Uf.
<br /> ca�APLIANCE WITH THESE cDNslRucnDN L7RAW1NGs AND Nolte 20151NTE1fNAnQNAL a. Buddi�clearance from the ascending slope, In general, local exhaust and Whale house ventdotioi systems designed and installed as
<br /> P o.{when Wood joist a structural floors Without psis ore located closer than f8 aches m Wood
<br /> RE7DENRAL CODE(/RC),AND ALL 07HER APPLICABLE CODES AND STANDARDS(2015{{ 0). bu'din�s bdoW slopes shall be se o sufficient distance from the spedhed in Section M1507.
<br /> sl e o prove rofecfron from s/ope drain e,erosien end girders are located closer than 12 inches to exposed ground in a*spaces w unexcowted wens
<br /> lT7EN OMEVSIONS NAVE PRECEDENCE OVER SLATED OMENSiO1JS AND SNAIL BE VERIFIED °P P °g EXCEPnON Addifiens With less than 500 square feet of conditioned Sow area
<br /> shallow failures Except as pprrovided/or
<br /> in Sec R4031.7.4 and located Within the periphery of the buddmg foundation. are exempt from the requirements in this Code for Whde House Ventrlaban
<br /> BY CONTRACTOR BEFOE PROCEEDING. nlf DESIGNER MUST BE NOniIED 0 ANY VARIAROYS R403.1.7.1. >he(allowing critenb wll
<br /> be assumed to
<br /> provide this b. all Woad from ng members That rest an concrete w masonry exterror foundation Walls and ere p
<br /> fROY NOTES AND DRAWINGS CONTAINED AN 77f1S SET OF PLANS ANY VARIA70S fRL protects Where the eesting slope a steeper than 1 hor/zontal to Systems
<br /> THERE PLANS 1{NICH DO NOT RECFJVED THE DfSYINERS WN1T]FN APPROVAL SHALL�CAIIE 1 vertical,the toe of the slope shall be assumed to be at the less than 8"Evan exposed ground R303.5 Opening/ocotion.Outdoor intake and exhaust openings shall be located
<br /> ntersection of a horzontd plane drawn f gent to the slope of on c. Sala and sleepers on o concrete or MASONARY slob that n direct contact W th the ground in accordance W th Secbans R30351 and R30352.
<br /> THE 07RACT0RS SALE RESPONSMITY IN ALL RESPECTS angle of 45 degrees to the horizontal {Mere t retaining Wall is unless separated from such slab by an impervious moisture barite R3035.1 Intake in s
<br /> constructed at the toe of the slope, the he,
<br /> of the slope shall be open g Mechanical and gravity outdoor air intake openings
<br /> 11 DEIGN CR/TERIIIy measured from the t of the Wall to the t of the d d the ends of Wood girders entering exterior masonry or concrete Waifs having deviances of less
<br /> oP * shall be located a minbnum of 10 feet(3048 mm)from any hazardous or
<br /> then 0.5 inch on the top,sides and ends
<br /> noxious contaminant,such as vents chimneys plumbng vents streets alleys _ w
<br /> e Wood siding sheathng,and Walt framng on the exterior of o budding having a clearance of
<br /> A,floor(per Table Na R50231(1)AND R502.31(2�RC).• 40 psf live•10 psf dead poking lots and loading docks except as otherwise spedfied in this code, Q
<br /> Tess than six inches form the ground.
<br /> B. Ceing(per Table No.R8024(1)IRC. 10 psf live 5 psf dead b. Footing setback(ram descendm slope swface Footing on or f. Food structural members supporting mosture pe meable bows w roofs that we exposed to the Where a source of contamnont s located W thn 10 feet(3048 rum)of an 1- N
<br /> C. Roof•, 15 psf live 10 psf dead adjacent to slope surfaces shotlgbe fwnded n Erin mafera!Wifh intake opening,such opening shall be located a minimum of 3 feet(W nun) �
<br /> D. R'ppss�enfi!balcopy is 60 psf an embedment and setback from the slope surface sufficient to Weather such as concrete w masonry slobs unless separated from such boors or roofs by an 5e%W the contomnonf source. } N
<br /> E Wols �0 s/(exferar dead, 7 psf interor dead provde vertcal anal lateral su vat for the loom Without anpervous mosture barrier.
<br /> P p ( ) defnmenfal sett/ ent fx GP os provided(or in Sea R403.1.7.4 For the purpose of this section,the exhaust from dwelling unit toilet 0
<br /> F. S it Beorn 2000 s/an ndisturbed so>f eermp cep setback is deemed ode ate to g Wood furring strips or other Wood framing members attached pretty to the interior of exterior N
<br /> P and Fi re R403.7.7.1 the followng , qu mason Walls or concrete bolo rode ex t where an Quad or reforded is a real between roans,bathrooms and kitchens cl ol/not be consdered as hazardous or = m
<br /> G �nd, lymph( sure 8 gu masonry W 9 ceP aPPr wP PM
<br /> H. 5 snit Zone D12 Ss 1 16 meet Ere criteria }here
<br /> the slope is steeper than 1 horzontal to noxious
<br /> 1 vortical, the r uued se
<br /> shall be measured from an the Wal/end the furring strps or homing members(IRC R317). (q
<br /> Topographic factor-t 0 eq R303.5.2 Exhaust openings Exhaust air shall not be directed onto Od Ways All
<br /> L Motdiols amagmary plane 45 degrees to the horizontal projected upward 3
<br /> Iran the foe of the s7epe A Field cut end,notches and dn7led holes of pressure treated Wood shall be exhaust ducts shall terminate outside the budding. Termnal dements shall hove }
<br /> 1. Concrete: 2600 PSI 028 days retreated in the field accordance With AWf A M4(2015IRC R317/J) at least the equivalent net free area o/the duct Work.
<br /> c. Foundation elevation: On graded sites the top of any exterior R303.5.2.1 Exhaust ducts Exhaust dricts shall be equipped WRh back-drag m
<br /> 2 ALL CONCRETE RONFORGYNG STEEL SHALL BE DEFORMED PER ASiM A615 GRADE foundation shol/extend above the elevation of the street gutter at n.Fasteners for pressure preservative and fire-retardant-treated Wood sholl be of
<br /> dwnpers A!!exhaust ducts n uncono7tiaed spacesd/be insulated to o 3
<br /> 40(6RADE 60lFNLFD)LAP C@ynNUOUS d7ElNFORCING BARS 30 BAR DIAMETERS 1=7° perm of discharge of the inlet of any appproved d&horgqe device a hot-dgrper galvanized steel stainless steel,sdicon,broaze or copper(IRC 2011 R317.3) minimum of R-4. Cf)
<br /> MINIMUM UNLESS OTHERWISE NOTED.COIYNER BARS(1'--7°BEND)SHALL BE PROVIDED minimum of 12 inches plus 2 percent me building o/fiad may 3 R502.4 Joists under bearng partitions da'sts under parallel bearing partitions shall be .
<br /> FOR HORIZONTAL fiSNFORMOT.DETAIL STEEL IN ACCORDANCE WITH Tit£AO approve altemate elewbons provided it can be demonstrated that of adequate see to support the load.Double pats sized to odequatdy support the load 1MC501.21 Location of exhaust outlets the fe mnotion pant of exhaust U
<br /> required drainage to the point of lockage aid away far the octets end ducts discharging to the outdoors shad be located With the fodo#h?g L o
<br /> MANUAL OF STANDARD PRA096F OF DETAILING REINFORCED STRUCTURE'WELDED ORE sbucfure a provided of a#/ocobwis on the site: that ore separated to permit the installation of piping or vents shall be full depth solid �
<br /> d The buddin official mo ro minimum distances:
<br /> FABRIC TO CONFORM WIR!AS7N A-81 AND A-185 9 7 opp w alternate setbacks and blocked With lumber not less than 2 inches(51 rum)in nominal thickness spaced not more 1.For ducts conve' os or flammable ¢ N
<br /> devioncer The by ding official may require on nvest Igo tion and
<br /> ymg ell w vapors lames a dusts
<br /> COVER TO MAIN REINFORCEMENT TO Be PER BECKON 403135 lRC2015 recommendation of a qqualified engineer to demonstrate that the than 4 feet(1219 rum)on center.Bearing partitions perpendicular to gists shall not be 30 feet(9144 mm)from property limes 10 feet(3048 mm)from operable
<br /> FOOnNG 3` intent of Sec R4D31.7.3 has been satisfied Such an i mestigatfon offset from supporting girders Walls or partitions more than the lhst depth unless such pats openngs nto buildings 6 feet(1829 min)tram exfe or Walls and roofs
<br /> FORMED SURFACES WEATHER FACE iJ/y° shall include ccomVerotion of material,height of slop slope are of sufficient size to carry the additional load
<br /> s„ grodenf load ntensft and erosion characteristics o slope 4.R502.7 Lateral resboint of supports Joists stall be supported laterally of the ends by 30 feet(9144 mm)from combustible Walls and operable openings into
<br /> INTERIOR FACE. / materal Sea R403 7.4 buddngs Which am in the direction of the exhaust oischorge•10 feet
<br /> EARTH FACE 1` full-depth solid blocking not less than 2 inches(51 min)nominal in thkAwss,•or by (3048 mm)above odjoning grade.
<br /> attachment to a full-depth header,band or ran pat,or to an adpining stud or shall
<br /> be otherWae provided With lateral support to prevent rotation. 2 Fir obrer product-conyeAg outlets., 10 feet(3048 rum)from
<br /> LUMBER.•LOAD(TEARING OMFNSYON LUMBER MEMBERS AND W Plank floonm
<br /> 9.W009 S/LL PLATES AND W 9O9 WALL SUPPORTED DIRMLY ON COWINUOYS 5 Structural sub floating, and combined sub fl the properly lines,•3 feet(914 rum)from exterior Walls and rook 10 feet Z
<br /> 9
<br /> STRUCTURAL PANELS MUST BEMRED BY A GRADE MARK FOUNDA77OVS SHALL BE ANCHORED 70 THE FOUNDAnON N S'CRON R403.16 NC underpayment floor systems shall comply With Sec. � (3048 rum)from operable open ngs into buildings 10 feet(3048 rum)above odpinng grade,
<br /> (R5D23.3(1),R502.31(1f,6021,R81124,R8025J 0000 SOLE PLATES AT ALL EXTERIOR WALLS OR MONOUNIC SLABS,0000 SOLE 6.W��%N#oIR6� 1RC201,height and spacing per Sec R602.3 and J.For all environmental air exhaust•3 feet(914 rum)from property lines; O d
<br /> PLATES OF BRACED WALL PANELS AT BUILONG INTERIORS QV MONOL17HIC SLABS 3 feet 914 min from operable openings info buildings for ad oc oc%s other 0Y O
<br /> 7.All exteror Walls an main cross and partitions shall be braced per SecR602.3 ( ) PP9s ceP N
<br /> AND ALL IN70D SiLL PLATES SHALL BE ANCHL44ED]D 1Nf FOUNDAnON W47H than Oran U,and 10 feet 3048 min from mechanical as intakes, 0 O
<br /> fRAMNc LUMBER SHALL BE GRAVED AND MARXED IN CONFDRMANCE Went WA P ( )
<br /> MNOY%z`OAM£TER ANCHOR BOL IS SPACED A MAXIMUM OF 6 FEET ON MIER Such exhaust shall not be considered hazardous or noxious >-O
<br /> GRADING RULES FOR{W:S7ERN LUMBER,LA ZEST ED/RONALI FRAMING LUMBER SHALL TABLE 3-2 IN R302.1/RC2015 AND TABLE R3021.(2J.
<br /> OR APPROVED ANCHOR OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE 4.Exhaust outlets servin structures in flood hazard areas 0 J Q
<br /> BE AS FOLLOW'UNLESS 07HER{WSE NOTED underprotected roof overhang are permitted!o prodct to Within 1'of 9 J
<br /> JOISTS AND RAFTERS(2r6&LARGER) HEM-ETR f2 OR BET7ER EWIVALENT ANCHORAGE TO!/"D1AMElER ANCHOR BOLTS BOLTS SHALL EXTEND A the property lne when fire b/ockng is nstal/ed between the top of the shall be installed at or above the deco flood level O
<br /> MNIMUM OF 7°INTO CONCRETE OF GROUNDID CELLS OF CONCRETE M4S6WRY UNITS land the roof hen I in 5 For specific systems see the fdloWing sections• Q
<br /> BEAM&SONCERS(4X&LARL[R) DOWAS R?11 OR BETTER g =F_
<br /> THE BOLT SHALL BE LOCATED IN THE MIDDLE THIRD OF NE WIDTH OF NE PLA7E.A 5.1.Clothes dryer exhaust Section M1502.4.4,#1502.4.5
<br /> BEAM&STRNGERS(6X&LARGER) DO AUAS R?J2 OR BETTER w
<br /> POSTS DO/(YAS RR�1 a4 BETTER NUT AND WASHER SHALE nGH]ENED ON fACYf ANCHOR LTOLT.PLA7E WASHER A R30211 Fire blocking.In combustible construction,fire blocking shall be provided to art 52 Kitchen hoods and other kitchen exhaust equryment t[)�j
<br /> MM/MDM rXJ'XO229"NICK HERE MALL BE A MNIMUM OF TW41 BOLTS PER off all conceded drag (openings both wrficol and horizontal)and to form an effective Sections 506.312,506.4 and 506.5. � O�
<br /> STUDS,PLATES&MSC.FRAMING(2X4) HE-hl?STANDARD OR BEThR PLATE SEC170N WITH ONE BOLT LOCATED NOT MORE 12"OF LESS THAN SEVEN BOLT 53 Dust stock and refuse canwyvig systems Section 51f2 ~O W
<br /> STUDS PLATES&MSC..FRAMNG fire barrier between stor ies and between a top stay and the roof space
<br /> (2X6) HEW-RR OR BETTER DIAMETER FROM EACH END OF THE PLATE SECRDN WER1Ot BEARING WAu SOLE Fire blockhg shall be provided in Wood-frame construction in the following locat/ons 54.Subsdob soil exhaust systerns Section 512..4 O r->
<br /> PLATES aV MONOLITHIC SLAB FOIINDA770 NAT ARE NOT PART OF BRACED WALL 1.In conceded spaces of stud Walls and partitions indualng furred spaces and 55 Smoke control systems,Sectim 314AND CARBON MONOXIDE ALARM R351 IRC2015 w
<br /> PLYWOOD MALL CONFORM TO UUS PRODUCT STANDARDS PS 1-95 UNLESS NOTED PANEL SHALL BE POSIZI4FLY ANCYIMD WITH APPROVAL FASEVE4S SLL PLATE parallel rotas of studs or staggered studs,as fal/oWs: 56.Refrigerant discharge,Section 11057
<br /> OTHE?#Z NAILING FOR BOOR SHALL BE AS PER iRC TABLE R6023(1)AND NAILING FOR AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND 7ERM7ES WHERE I../.. Vertically at the ceiling and floor levels 57..Moch67ay room discharge,Section 1103.5
<br /> ROOF SHALL BE AS PER TABLE R602.3(1).ROOF AND FLOOR MIA77BNG SHALL BE LAND UP REQUIRED BY SECRON R317 AND R318 1.2 HorizontolTy at Wards not exceeding 10 feet(3048 min) SECROY M1501 GENERAL
<br /> WIn!THE CRAlN PERPENDICULAR TO NE SUPPORTS PLYW00D SPAN SHALL BF AS PER IRC 2 At all interconnections between conceded vertical and honi owtd spaces such as attar M1501.1 Outdoor discharge
<br /> TABLE R602.3(1J. at soffits,drop cedmgs and cow ceilings The air removed by every mechanical exhaust system shall be
<br /> On SOr7ANG STRUCTURAL.MALL BE PLYW00D OR ORiENTED STRAND BOARD.Pt?W 10. Inol"d concrete footings under bearing Walls of pier post and bean J.in conceded spaces between stair stringers at the top and bottom of the run. dhchoged to the outdoors in accordance wffh Section#1506.2
<br /> SHALL BE CROP 1 OR GROUP 2,MEMES C-D GRADE EXPOSURE l CONFORMNG TO U.S syysstems and concentrated loads shall how a mmanum 8 inch edge Enclosed spaces ands stairs shall comply With Section R3027. Air shall not be exhausted into an attic soffit,ri e vent or crawl space
<br /> PRODUCT STA I-83 E40H P1£ L 00&OSB THE GRADE designed per SkR403.1.1 d9
<br /> NDARD PS CE(P YWK1 )SHALL BEAR f 11, inalvidud concrete pier footings 4.At openings around vents pipes ducts cab/es and Wires at ceding and floor level, fxcepUar•Wfide-house ventilation-type attic Eons that daohwge into
<br /> IRADNMARK OF THE AMERICAN PtYW00D ASSOC/AnON.ROOF SHEATHING STALL HAVE A SPAN above exposed ground unless the columns or posts Which they support Wfth air approved material to resist the free passage of dome and products of combustion. the attic space of dwelling units having Private attics shall be permitted
<br /> RA00 OF 32/16. {WALL SHEATHING SHALL HATE A SPAN RA71#0 OF 24/0:NAILING SHALL BE are of approved Wood of natural resistance to decay or treated WWood PER SECR317.112 The material filling this annular space shall not be required to meet the ASN E 136 requirements
<br /> W17H CALVANIED BOX)OR COMMON"571 ALL SNEAK WAILS'SHALL BE BLOCKED AT ALL 5.For the rue blocking of chimneys and fireplaces see Section R100319. HEA77NG AND COOING.•IN GEOGRAPHICAL AREAS WHERE 7HE DEMON
<br /> PANEL EDGES N42 PER SHEAR WALL SCHEDULE. 6,Fee btadrinyg of comkw of a two-fandy dWelling is required at the fine of dWdling unit separation 7VPERA7URE 1S LESS NAN 60'F,AS INDICATED BY NE GOVERNING
<br /> 12 POSTS SHALL BEAR ON FOORNGS iN ACCORDANCE#1H SECRON R40J AND ACCORDANC2 IWIH SECTIM R3022/0 1 OR 2. AUTHORITY IN THE ADOPnNG ORDINANCE THE IRC REOUiRES A HEA00 SYSTEM
<br /> 4.STRUCTURAL SUL, FIGURE R507.81..POST.MALL BE RESTRAINED 70 PREVENT LATERAL CAPABLE OF MAINTAINING A MINIMUM OPERATURE OF 68F AT YET ABOVE
<br /> a,STRUCTURAL STEEL SHALL BE ASTM AM,Fy=36 Q, DISPLACEMENT AT THE BOTTOM SUPPORT.SUCII LATERAL RESTRAIN SHALL BE R303.1 Habitable roans THE ROOR AND 2FEET FROM EXTERIOR WALLS THE CODE DOES NOT REQUIRE
<br /> A PIPE SHALL BE AS7M A 5, Fy=35 K9,1 PROVIDED BY MANUFACTURED CONNECTORS INSTALLED IN ACCORDANCE WITH All habitable roams shall haw on aggregate glazing aeo of not less than 8 percent of the 7HE INSTALLARON OF AN AIR CONDiWONING OR COMFCRT COONG SYSTEM
<br /> a WOOD CONNECTION BOLTS MALL BE AS79 A-307,• SE00 R507 AND THE MANUFACTURER'S iNSTRUCnaN OR A MINIMUM POST OhSE MECHANICAL EQUIPMENT FOR HEAnNG OR MOJNG IS INSTALLED,IT$45T w
<br /> d.ANCHOR BOLTS SHALL BE AS7M A-307 Bow area of such rooms,Natural wntBotion shot/be Through WinmdoWs,doors/auwrs ar
<br /> e WELDING BOLT V AL SHALL BE A-30Mff EMBEDMENT OF 12"iN SUMND/NG MRS OR CONCRETE PIERS other approved openings to the outdoor dr.Such openings shall be provided With ready CWPLY W N THE MECHANICAL AND fUEL-GAS PROWSIM OF 7HE IRC(R3038) I- O
<br /> L DESIGN FALE07RODE AND LL BE SYfAl1 L1f 1N ACG DANCE WITH THE 8th EDIR(N THE access or shall otherwise be ready controllable by the buddmg occupants The minimum D. Energy Conservotfon per Sec50214.2(WSEC)
<br /> goemble area to the outdoes shall be 4 percent of the floor area being ventilated Z O
<br /> RISC SPEOFIC4710 FOR THE DESIGN,FABRICA77ON AND BY00 OF SNIIC771RAL STEEL FOR Fxs All insulation materials nclud ng(ocngs such as vapor barrens or breather papers N
<br /> , ,
<br /> BUILDINGS".ALL WELDNG SHALL COW*TO THE AW5 Dl-1-S7RUC1URA1{MZD/NG CODE" 13 Access to aaWl space shall be provided to d!under-Bow spaces Access openings f. Zhe The glazed Press need not be operable Wfwe the opening is not required by lstalled Within flow/ceding assemblies roof/ceing assemblies Walls-#Y spaces J (4
<br /> ALL#RDING SHALL BE PERFORMED BY W480 WASH/NG70N ASSOCAnON OF BUILOANG through t�e flow shall be o m ntinum of 18x24 aches ngs through o permnetw Wdl or attics shall have a flame spread rotng of less than 25 and a smoke density not N
<br /> ( Ilh D Section R310 and o Whde house mechanical vent lotion system a installed n accordance Q
<br /> shall be 6x24 aches en and poptron of the trough I access is dew grade to exceed 450 When tested in accordance with ASTM E84-01 O
<br /> OFROIALS)AND AWS C£RARED WELDERS' a areaway of not less than 16xZ4 shall be provided a bottom of areaway Witt Section M1507. EXCEPnONS 1.Foam plastic insulation shall comply WlUn SecR316 of the
<br /> g.MISCELLANEOUS STEEL HANGERS TO BE SYMPSON OR APPROVAL EQUAL NAIL All HOLES shall be bdow the threshold of the access openingy 7hrou Wd!access openings shall 2. 1he glazed areas need not be installed in rooms Where Exception 1 above a satisfied International Residential Code w
<br /> Wino NAILS AS SPEC/ALD BY MANUFACTURER SHOWN O7HERWISE AN DRAWINGS EXPANSION not be located under door to tie resdence(IRC R4084f and artificial light is proWded cqa*of producing an average Ailinhation of 6 footcanndles`
<br /> A Pro
<br /> 18 inch m nimum crawl space under Wood joists and 12 aches 2 When such materials ore installed in concealed spaces of Types Ill,1V and V Z
<br /> BOLTS ONTO CONCRETE SHALL BE Hdtl !(tak BOLTS-ll(MANUFACTURED AND INSTALLED PER under Wood riders Sea R317.1 (65lux)over the area of the roan at a height of 30 dches(762 rum)obow the floor IeW..
<br /> 9 construction, the Bane spread and smoke developed lindafions do not apply to w
<br /> ACC OR APPROVV EQUAL)ANCHOR BATS IN70 CO MFE,MALL BE A307.MNIMUM 15 Craw/space ventilation,minimum net area shall be of 1 square foot for each 150 3 Use of sun roan and patio covers as defined in Section R24 shall be permitted for natural facing,Provided that the facing is nstalled in substantial contact With the
<br /> EMBEDMENT FOR BOLTS/N CONCRE7E SHALL BE PER R40J1.61R02015 spuare feet of under flow oreo(except space occupied by a basement), wntaatioi ff in excess of 40 percent of the exterior sin room Walls we open,or are enclosed un osed surface of the terra Boa a)WI MM.4 least one opening shd/be located phl three feet of each comer only by insect sweep ng. g
<br /> and arranged to provide cross wnhlafion on at least tWo opposite sides 3.Cellulose insulation shall comply With Sec R30210.3
<br /> The shall be covered With roved screenfn mot al. en is we SUN ROOMS SHALL COMPLY W47H AMA/NMASA 2100 BY 2015 CODE R301.2,tf f
<br /> y apt of the/ntemaffond Residential Code:
<br /> 1l1. CAVSTRUCnON REQUIREMENTS located m mn,insu/ofion baffles shall be nstalled�RC 4081 R3034 Merhonica!watdotion.
<br /> A. Foundations 16. Unless otherWik approved byy the budding official,foundation Walls
<br /> 1. Footingqss and foundotfons unless otherwise approved by the budding endoshq a basement below finished grade shall be donp proofed Where the as hStratfon rote of a dWdling unit a less than 5 as R3025.1 Opening protection.
<br /> oflydal,shall be constructed of masonry,concrete or treated Wood and in outside by approved methods and materials changes per hour when tested With a blower door at a pressure of 0.2 inch Openings from a private garage duectly into a room used for
<br /> al/cases shall extend below the frost Tine and meet the minimum depth 17. Foundation construct on shall satisfy section R403.1.1&404.4 of 2O15ARC far bui7dmg in c 50 Pa in ocrnrdence With Sector N1f024.12 the dWe!/in unit shall be sleeping purposes shall not be permitted. Other openings between the
<br /> as required per R40311 unless onother depth a recommended by a seismic zone D. w ( ) 9
<br /> foundation investigation,section R4aWo B. Framing quality and identification(R502.3.1,R6021&R802.11RC) provided W/th Whale-house mechanical venb7atfon/n accordance with Section M1507.3. garage and residence shd!be equipped with solid Wood doors not less than 13/8 fiches
<br /> 2 Assumed allowable sod bearing value 1500 psf.[R403.11J Submit report AI lumbe plywood,patfdeboad structural glued!a poled tanber,end-p'inted (35 rum)in thickness solid or honeycomb-core sled doors not less than 13/8 arches(Z rum)
<br /> If other than 1500 psf. Foundation footings of b be aced d upon lumber BD oard s 5eetng(When used sbucturafly�hwdbowd siding fWhen used M1507.3 Whde-house mechanical ventilation system. thick or 20-minute fire-rated doors,equipped W a self-dosing device.
<br /> Bum undisturbed native sod Footings shall not be paced on all structurally piles anal poles regulated by the ch�tar shall contain to the Whde-house mechanical ventilation systems shall be
<br /> 3 Cut slopes for permanent excowtfars and fills shall be not steeper than 2 applicable standards w grodfig rules speofied n the/RC and shoB be so eel n accordance With Sections M1507.31
<br /> hazontd to 1 vertical unless sustainng data�d1jing steeper slopes are dentfed by the grade mink w a c dicete of Inspection issued by on owd tivouMn M1507.33
<br /> submitted.Devotion/ran the(aegang Anilafions fir slopes shall be agency. All lumber Timber polIywood and piles required fo be Treated{ood SrC96W R310 EMERGENCY ESCAPE AND R£StiYIE OPENINGS
<br /> permitted ody,ran the presentation of a sod mwstigobin report under Sea R317 shall be dentifieorby the quolffy mock of on approved 901761$601 GENERAL R3f0.1 Emergency escope and rescue required.
<br /> acceptable to the balding official nspecton agency Which maintains contnued supervson, testing,and inspection 411501.1 Outdoor dachorge. Basements,habitable oTtfcs and every sleeping room shall have NOT LESS THAN
<br /> 4. The Pocenent of buddingg and structures on w od�'acant to s/ es steeper over the quality of the product. The air removed b e
<br /> than 3 ho�zontal to 7 wrtkd shd/comply witi IRC secR4�31...1-4 and 1. Frame nadmg to be in comp!'once With R601.3(1)!RC 1015 y wry mechanical exhaust system shall be one operable emergency escape and rescue opening. Where basements contain
<br /> R40317.1 and the following subsections• discharged to the outdoors k accordance Wfth Section#1506.2 one or more steeping rooms AN emergency ESCAPE and rescue dpenfng shall be
<br /> Air shad not be exhausted into on attfe soffit ridge vent or aoft.iwa required in each sleeping roan.EMERGENCY ESCAPE AND RESCUE DOINGS SHALL OPEN
<br /> EXHAUST DUCTS AND EXHAUST OPENINGS MEN776NS SUPPLY DUCTS U569 FOR 077LARNG OREMY
<br /> EQUIPMENT.IRF NOT IS THAT 771E SUPPLY DUCTS FOR INRODUCING OUTSite AIR INTO A
<br /> MOLE=-HOUSE ACHAN/CAL WINA776W SYSTEM ARE TO BE S/Z£N A06MANCE Wlnf THE AO Z
<br /> PRESL 07W VALES IN TABLE M 1506.2
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