|
h. Field cut end,natches, and drrlled ho%s of pressure treated �yood sholl be I C50 .2, Location of exhaust outlets The termination poinf �f exhaust
<br /> G E N E R A L N O T E S a. Buildin�q,c%arance from the ascendin slope,�, ,in general, ouflets and ducts discharqinq to the outdoors shall be located yyrth the fol%�yinq ;�T� -�_,
<br /> �etreated in the �eld accordance �yith A�F'A M4 (2015 /RC R317,1,1� 7' 2 g g
<br /> bu�Tdinqs be%�y slopes shall be se�a sufficient distance from the minimum distances; ,� ,,
<br /> l, �ENERAL CONDITIONS slope to pro�e protection from slop e drairraqe, erosion and n. Fasteners for pressure preservatr�e and fire-retardant-treated �ood shall be of 1, For ducts conveyinq explosi�e or flommable vapors, fumes or dusts,� j (
<br /> s ha l lo�y f a i lures, Excep t as provi d e d for in Sec, R 4 0 3,�7.4 an d ho t-dipper ga lvanize d s tee l s tain less s te%si licon,bronze or copper (l R C 2 0 1 2 R 3 1 7.3) 30 feef (9144 mm) from property lines; 10 feet (3048 mm) from operabie i '�
<br /> � A. T H E C O N T R A C T O R S H A L L S U P E R!/l S E A L L C O N S T R I C T I O N A C T I!/l T I E S A N D !/E R I F V R 4 0 3,1.7,1, T h e f o I l o�y�n q, c r i t e r i a �y i l l,b e o s s u m e d t o pr o v i d e t h i s � `�
<br /> 3, R 50 2,4 Jois ts un der 6earinq par ti tions. Jois ts un der para l le l bearir�q par ti tior�s s ha l l be � �. �
<br /> C O M P L I A N C E �I T H T H E S E C O N S T R U C T I O N O R A�I N G S A N D N O T E S, 2 0 1 5 /N T E R N A T I O N A L p r o t e c t i o n �y h e r e t h e e x�s t i nq s l o p e �s s t e e p e r th a n 1 horizontal to of ade uate size to su ort the loa d. Dou b le 'ois ts, size d to a de ua te l su or t t he loa d o penin qs into buildin qs; 6 feet (1829 mm) from exterror �alls and roofs; � �
<br /> RESIDENTIAL CODE IRC, AND ALL OTHER APPLICABLE CODES AND STANDARDS (2015 {�SEC�. 1 vertical, the toe of the slope shall be assumed to be at the q AP l q y pP 30 feet (9144 mm) from combustible �yalls and operable openrnqs into `` ��
<br /> � � intersection of a horizontal plane drawn t nqent to the,slope at an , that are separated to permit the rnstallation of pipinq or �ents shall be full depth solid 1
<br /> �RITTEN DIMENSIONS HA�E PRECEDENCE O�ER SCALED DIMENSIONS �ND SHALL BE VERIFIED angle of 45 deqrees ta the horizor�tal �here a retain�ng �all rs buildinqs �yhich are in the direction of the exhaust discharqe; �D feef '
<br /> BY CONIRACTOR BEFORE PROCEED/N� THE DES/�NER MUST BE NOT/F/ED 0 ANY I/AR/AT/ONS constructed at the toe of the slope, the heiqht of the s/ope sha// be b/ocked �ith /umber not less than 2 inches (51 mm� in nomina/ thickness spaced not more (3048 mm� above ad�oininq qrade, �
<br /> FROM NOTES AND DRA�INGS CONTAINED IN THIS SET OF PLANS, ANY �ARIATIONS FROM measured from the top of the �yall to the top of the slope, than 4 feet (1219 mm) on center, Bearinq partitions perpendicular to joists shall not be 2, Fo� ofher product-con�eying outlets; 10 ieet (3048 mm) from I '
<br /> o f f s e t f r o m s u p p o r t i n g q i r d e r s, �y a U s o r p a r t i t�o n s m o r e t h a n t h e �o i s t d e p t h u n l e s s s u c h �o i s t s
<br /> THERE PLANS {�NICH DO NOT RECEI�ED THE DESIGNER'S y�RITTEN APPRO�AL SHALL BECO�E b, Footinq setback from descendinq slope surface.� Footing on or the property lines; 3 feet (914 mm� from exterior �yalls artd roofs; 10 feef
<br /> , ,�,
<br /> are of sufficient size fo carry the additional load �-
<br /> TNE CONTRACTOR'S SALE RESPONS/B/L/TY/N ALL RESPECTS, a djacen t to s/ope sur faces s ha// be foun de d in firm ma f eria/ Wl t h 4. R502.7 Latera! restrar`r�t at supports, Joists shall be supported /atera//y at the ends by �3048 mm� from operab/e openinqs into buildings; 10 feet (,3048 mm� above a djoining qra de. �`—
<br /> an embedment and setback from the slop e surface sufficient to
<br /> ll. DESIG CRITERlO pro�ide vertical and lateral support for the footiny �ithout ,74 full-depth solid blockinq not less than 2 inches (51 mm1 nominal in thickness; or by 3, For all environmental air exhaust,• 3 feet (914 mm� from property lines;
<br /> N N detrrinental sett/ement. Except as prov�ded for �n Sec, R403, , , attachment to a full-depth header, band or rim joist, or to ar� adjoininq stud or shall 3 feet (914 mmJ from operable open�r�gs into buildings for al! occupancies afher
<br /> and Fiqure R403.1.7.1, the fol%�yinq setback is deemed adequate to
<br /> A, Floor (per Table No, R502.3.1(1� AND R502.3.1(2�lRC),� 40 psf live; 10 psf dead meet the criteria, Where the slope Is steeper than � horizontal to be other�yise pro�ided �yith laterol support to prevent rofation, than Group U, and 10 feet (3048 mm) from mechanical oir infakes. _
<br /> 1 vertical, the required setback shall be measured from an 5, Structural subflooring, plank flooring and combined subfloor Such exhaust shall not be considered hazardous or noxious, Q
<br /> � B, Ceilinq (per Tab/e No. R802,4(1)IRC; 10 psf live; 5 psf dead imoginary p/ar�e 45 degrees to the horizontal, projecfed up�yard underlaym ent floor systems shall comply �yith Sec.R502.1.1 4. Exhaust outlets serv�ng structures in flood hazard areas }-
<br /> . C. Roof 25 psf live; 10 psf dead from the toe of the slope. 6, {�ood stud �yall fram�ng for size, height, and spacing per Sec, R602,3 and shall be installed at or abo�e tire desiqr� flood leVe% � N
<br /> D, R e s i d e n t i a l b a l c o y i s,6 p s f T o b l e N o. R 6 0 2.3(1) 1 R C 2 0 1 5. � �
<br /> E. {�alls� 10 psf�xterror�dead,� 7 psf (interrorJ dead c, Foundation e%vation; On qraded sites, the top of any exterior 7. All exterior Walls and main cross arrd partitions shall be braced per Sec,R602,3 5, Fo� specific sysfems see the fol%�ying sections; °D
<br /> F S il Bearing ; 2000 psf on undisturbed soil foundatior� sholl extend above the e%vation of the street gufter at 5�, Clothes dryer exhaust, Sect�on M15Q2 4,4, �11502 4 5 � � �
<br /> G �nd� . 110 mph (exp osure B '6 point of discharqe of fhe inlet of any approved discharqe devrce a
<br /> m�i��inum of 12 inches lus 2 ercent. lhe buildin offi`cial ma 52 Krfchen hoods and other kitchen exhausf equipment, Q _N
<br /> H Se�smic Zone D1/D1 ; Ss �2 P P 9 y TABLE 3-2 /N R307,� 1CR2015 AND TABLE R302,1,(2�. Sections 506 312, 506 4 and 506 5 = � ti
<br /> T o p o q r a p h i c F a c f o r-1,0 a p p r o�e o J t e r n a t e e%v a t�o n s, p r o v r d e d �t c a n b e d e m o n s t r a t e d t h a t un derpro te d t e d r o o f o v e r h a n q e a r e p e r m i t t e d f o p r o j e c t f o �y i f h i n 2 o f
<br /> l. Matenals,� reqwred drai�aqe, to the point of dischar�qe and a�ay from the 5,3, Dust stock ond refuse conveyinq systems, Section 511,2, � m N �
<br /> s tr�c fure is pro yr de d a t a l l loca tions on t he si te. the pro pert y line �yhen fireblockin q is instol%d bet�yeen the to p of the 5 4, Su bs la b soi l ex haus t s y s tems, Sec tion 5�2 4 �
<br /> ,
<br /> 1 C o n c r e t e; 2,5 0 0 P S l @ 2 8 d a y s d T h e b u i l d i n q o f f i c i o l m a y a p p r o�e a l t e r n a t e s e t b a c k s a n d �y a l l a n d t h e r o o f s h e a t h i n q, 5 5 S m o k e c o r�t r o l s y s f e m s, S e c t i o n 3�4 A N D C A R B O N M O N O X I D E A L A R M R 3 5 1 /R G 2 0 1 5 "' � Q
<br /> 2. A L L C O N C R E T E R E I N F O R C I N G S T E E L S H A L L B E D E F O R M E D P E R A S T M A 6 1 5 G R A D E c%arances� The buildin g officiol ma y re�uire an investi gation and
<br /> , „ recommendation of a qualr�ed en ineer o demonstrate that the 5,6, Re frigeran t disc h a r q e, S e c t i o n 1 1 D 5.7 � � �-
<br /> 9 R302.11 Fireblocking, M combustible construction, fireblockinq shall be provided to cut
<br /> 40(�RADE 60 IF NEED� LAP C'ONTINUDUS REINFORCIN� BARS 30 BAR DIA�ETERS �-7 intent of Sec. R4031.13 has been safrsfied Such an irr�estigat�on 57 Maehinery room discharge, Section 11035 � o
<br /> M�N I M U M U N L E S S O T H E R{�I S E N O T E D, C O R N E R B A R S (1'-7" B E N D� S H A L L B E P R O I/I D E D s h a l l i n d u d e c o n s r d e r a t i o n o f m a terial, hei ght of slo pe, slo pe off all concealed draft o penin qs (both vertical ond horizontal� and to form an effective
<br /> „ gradient load irrtensit y, and erosion characteristics of slope fire barrier bet�yeen stories, and bet�yeen a top story and the roof space. SECTION M1501 GENERAL Cl) N
<br /> FOR HORIZONTAL REINFORCEMENT. DETAIL STEEL lN ACCORDANCE {�ITH THE ACl material Sec, R403,7.7.4 .� N
<br /> - �UANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED STRUCTURE" �ELDED �IRE Fireblockinq shall be provided in �yood-frame construction in the foUo�yinq locations� M1501.1 Outdoor discharqe,
<br /> � 9.�OOD SILL PLATES AND {�OOD {�ALL SUPPORTED DIRECTL Y ON CONTINUOUS 1. ln concealed spaces of stud �yalls and partitrons, includinq furred spaces and The arr removed by every mechonical exhaust system sha!l be L
<br /> FABRIC TO CONFORM �ITN ASTN A-82 AND A-185. FOUNDATIONS SHALL BE ANeHORED TD THE FOUNDATION lN SECTION R403,1,6, IRC, parallel ro�s of studs or staqqered studs, as fol%�ys.� discharqed to the outdoors in accordance �yith Section M1506.2, Q
<br /> CO�ER TO MAIN REINFORCEMENT TO Be PER SECTION 403.1,3,5, 1RC2015
<br /> F00�lNG ,3" {�OOD SOLE PLATES AT ALL EXTERIOR {�ALLS OR MONOLITHIC SLABS, {�DOD SOLE 1,1, �ertically at the ceilinq and floor levels Air shall not be exhausted into an attic, soffi't, ridge vent or cra�yl space,
<br /> PLATES OF BRACED �ALL PANE�S AT BUILDING INTERIORS ON MONDUTHIC SLABS 1,2, Horizorrtally at intervals not exceeding 10 feet (3048 mm�, Exception; {�ho%-house ventilation-type attic fans that discharge into
<br /> FORMED SURFACES WEATHER FACE 1-%2" AND ALL {�OOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION �ITH 2. At all interconnections bet�yeen concealed ve�fical and horizontal spaces such os occur the attic space of d�yelling units havinq private attres shall be permitted
<br /> INTERIOR FACE 3/" � " d
<br /> MiN�MuM�2 D/AMETER ANCHOR BOLTS SPACED A MAX/MUM OF 6 FEET ON CENTER at soffi'ts, rop ceilings and co�e ceilings HEAT/NG AND COOL/NG.� /N GEOGRAPH/CAL AREAS j�HERE THE DES/GN
<br /> EARTH FACE 2" OR APPRO�ED ANCHOR OR ANCHOR STRAPS SPACED AS REQUIRED TO PRD�IDE 3. ln conceo%d spaces bet�yeen stair strinqers at the top and boftom of the run, .
<br /> TEMPERATURE lS LESS TNAN 60'F AS lNDICATED BY THE GO!/ERNING
<br /> EQUI�ALENT ANCHORA�E TO %2" DIAMETER ANCHOR BOL TS BOL TS SHALL EXTEND A Enclosed spaces under starrs shall comp/y with Section R302,7, � d-
<br /> '� MINIMU� OF 7" INTO CONCRETE OF GROUNDED CELLS OF CONCRETE MASONRY UNITS 4, At openings around vents, pipes, ducts, cables and Wires at ceilinq and floor le�% AUTHORiTY lN THE ADOPl�i�G ORDINANCE THE IRC REQUIRES A HEAT�NG SYSTEM W �
<br /> LU�BER.� LOAD BEARING DIMENSION LUMBER ME�BERS AND {�OOD THE BOLT SHALL BE LOCATED lN THE MIDDLE THIRD OF TNE �IDTN OF THE PLATE, A �yith an approved material to reslst the free passage of flame and products of combusfion, CAPABLE OF MAINTAIN/NG A MIN�MUM TEMPERATURE OF 68�AT 3FEET ABD�E U O
<br /> STRUCTURAL PANELS �IUST BE lDEN17FlED BY A GRADE MARK NUT AND {�ASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT.PLATE �ASHER A The material filling this annular space shall not be required to meet the ASTM E 136 requirements THE FLOOR AND 2FEET FROM EXTERIOR {�ALLS THE CODE DDES NOT REQUIRE Z �
<br /> �R502.3.3(1),R502,3,1(2�,602,1,R802.4,R802.5� �lNIMU� 3'X3'X0.229n THICK. TNERE SHALL BE A M�N�MU�10F Ty�O BOLTS PER 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. THE INSTALLATION OF AN AlR CONDI�IONING OR COMFORT COOLING SYSTEM. �
<br /> P T S CI10 TH 0 E BOLT LOCATED OT ORE 12" OF LESS lHAN SEI/EN BOLT 6, Fireblockinq of cornices of a two-family dy�elling is �equired at fhe lrne of d�yelling unit separatror� {�HEN MECHAN�CAL EQUIPMENT FOR HEATING OR CDOLING lS INSTALLED, lT MUST W � ,
<br /> FRAMING LUMBER SHALL BE GRADED AND MARKED lN CONFORMANCE �ITH {�{�PA LA E E N {� N N M A�CO�IADANCE �ITH SECTION R302.2 /TEM 1 OR 2, COMPL Y �ITH THE MECHANICAL AND FUEL-GAS PRD�ISIONS OF THE lRC(R303.8) � �
<br /> DIAMETER FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING {�ALL SOLE Q
<br /> �RADING RULES FOR {�ESTERN LUMBER, LATEST EDITION.ALL FRAMING LUMBER SHALL PLATES ON MONOLITHIC SLAB FOUNDATION lHAT ARE NOT PART OF BRACED �ALL D. Enerqy Conservation per Sec.502,1.4.2(y�SEC� U� � �
<br /> BE AS FOLLOy� UNLESS OTHER�ISE NOTED PANEL SHALL BE POSITI!/ELY ANCHORED �11H APPR0�,4L FASTENERS. SILL PLATE R303.1 Habrtable rooms. All insulation materials including facinqs such as vapor barriers or breather papers L� �
<br /> JOISTS AND RAFTERS (2x6 & LARGER� HE�I FlR �2 OR BETTER AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES �HERE All habitab/e rooms shall have an aqgreqate g/azing area of not less tharr 8 percent of the installed �yithin floor/ceiling assemblies, roof/ceiling assemblies, �yalls, cra�yl spaces, � � �
<br /> BEAM & STRIN�ERS (4X & LARGER) D�U�LAS FlR �2 DR BETTER REQUlRED BY SEC�JON R317 AND R318. floor area of such rooms, Natural vent�lation shall be throuqh �yindo�ys, doo�s, lou�ers o� or attics shall haVe a flame spread ratrng of less than 25 and a smoke density not � �--
<br /> BEAM & STRINGERS (6X & LARGER) DOU�LAS FIR �2 OR BETTER other approved openings to the outdoo� air, Such openinqs shall be p�ovided wifh ready to exceed 450 �yhen tested in accordance yyith ASTtiI E84-01. 0 W
<br /> POSTS, DOUGLAS FlR #1 OR BETTER 10, lndividual concrete footings under bearin �yalls, of,pier post and beam access o� shall otherWise be readily controllab/e by the bui7ding occupanfs The minimum EXCEPTIONS� 1, Foam plastic insulotron shall comply �yith Sec,R316 of the � �f�
<br /> sys tems and concentrated loads, shal�ha�e a min�mum 8 inch edge o enable area to the oufdoors shall be 4 ercenf of tfie floor area bein ventilated � -� W
<br /> STUDS, PLATES & M�SC, FRAMING (2X4) HEM-FlR STANDARD OR BETTER fhickness, desiqned per Sec R4031,� p P g lnfemational Res�dential Code,
<br /> Exceptions� 2 j�lten such materials are installed in concealed s aces of T es Ill lV arrd V J �
<br /> STUDS PLATES & M�SC fRAMIN� (2X6� HE�FlR �2 OR BETTER 1�, lndividual concrete p�er foo�ings p � � �
<br /> above exposed ground unless the columns or posts �yhich the�y su port 1 The qlazed areas need not be openable where the openinq is not required by construction, the flame spread and smoke deve%ped limrtations do not apply to W W
<br /> are of appro�ed �yood of natural resistance to decay or treafed �oodPER SECR317��2 Sectron R310 and a �yho�e-house mechanical �entilation system is installed rn accordance focin , rov�ded thaf tfie facin is installed in substantial contact ith the � U
<br /> PL Y{�OOD SHALL CONFOR,� Td U US PRODUCT STANDAROS PS 1-95 UNLESS NOTED � p q w �
<br /> OINER�JSE NAILJN� FOR FLOOR SHALL BE AS PER �RC TABLE R6023(�) AND NAILING FOR �yith Sectian M1507 unexposed surface of the ceiling, floor or �all finish.
<br /> 12 POSTS SHALL BEAR ON FOOTIN�S lN ACCORDANCE lTH SECTION R403 AND 2. The qlazed areas need not be installed in rooms �here Exception 1 above is satisfied 3 Cellulose insulafion shall comply w�fh Sec.R302.10,3 � Q
<br /> ROOf SHALL BE AS PER TABLE R602.3(1�, ROOF AND FLOOR SHEATHING SHALL BE LAID UP FIGURE R507.S.1., POST SHALL BE RESTRAINED TO PRE�NT LATERAL and artificial light is pro�ided capable of produang an average illumination of 6 footcandles of the lnternational Residential Code, > 0-
<br /> {�ITH THE �RAIN PERPENDICULAR TO THE SUPPORTS. PL Y{�DOD SPAN SHALL BE AS PER lRC 65 /ux o �
<br /> TABLE R602.31, DISPLACEMENT AT THE BOTTOM SUPPORT, SUCN LATERAL RESTRAIN SNALL BE ( ) �er the area of the room at a heiqht of 30 inches (762 mm� abo�e the floor leve%
<br /> �� PRO�IDED BY MANUFACTURED CONNECTORS INSTALLED lN ACCORDANCE �ITH 3. Use of sunroom and patio covers, as defined in Section R202, shall be permitted for natural R302.5,1 Opening p�otection,
<br /> �ODD SHEA THIN� STRUCTURAL SHALL BE PL Y{�OOD OR ORIENTED STRAND BDARD. PL Y{�OOD
<br /> SHALL BE �ROUP l OR GROUP 2 SPECIES, C-D GRADE EXPDSURE l CONFORMING TO U.5 SECTION R507 AND THE MANUFACTURER'S INSTRUCTIONS OR A MlNIMUM POST �entilation if irr excess of 4D percent of the exferior su�aroom �yalls are ope�, or are endosed Openinqs from a prr�afe garage di�ectly into a �oom used for
<br /> PRODUCT STANDARD PS 1-83. EACN PIECE(PL Y{�DOD &OSB) SHALL BEAR THE GRADE E�IBED�ENT OF 12" lN SURRDUNDIN� SOILS OR CONCRETE PIERS only by insect screer�inq sleepinq purposes shalJ not be permitted Other openings bet�yeen the
<br /> SUNROOMS SNALL COMPL Y {�ITH AAMA/NPEA/NSA 2100 BY 2015 CODE R301.2.1.1.1 garage and residence shall be equipped With solid �yood doors not less fhan 1 3/8 inches
<br /> TRADEMARK OF THE A�(ERICAN PLYy�DOD ASSOTIATION, ROOF SHEATHING SHALL HA!/E A SPAN 13. Access to cra�yl spoce shall be provided to all under-floor spaces. Access openin�s
<br /> RA T/NG OF 32/16, {�ALL SHEA TH/NG SHALL NA I/E A SPAN RA T/NG OF 24/D. NA/L/NG SHALL BE through th e f/oo{ sha// b a m�hrinum of 18x24 inches Open�nqs throuqh a perimeter �ya// R303,4 Mechanica/ venti/ation, (35 mm� in thickness, so/id or honeycomb-core stee/ doors not /ess thon > 3/8 inches (35 mm)
<br /> „ � n shall be 16x24 �nches, �en ane portion of the trough-yyall occess is be%� grade thick or 20-minute fire-rated doors, equipped �yith a self c%sinq de�ice.
<br /> �ITH �AL!/AN/ZED BOX� OR C0�1MON SIZE, ALL SHEAR {�ALLS SHALL BE BLOCKED AT AL� an a�ea�yay of not less than 16xZ4 shall be prov�ded, The botfom of area�yay {�here the air infiltration rate of a d�yellinq unit is less than 5 air �
<br /> PANEL EDGES NAIL PER SHEAR�ALL SCHEDULE, shall be be%�y the threshold of the access openmq.Throu h �all access openinqs shall chanqes per hour �hen tested �yith a blo�yer door at a pressure of 0.2 inch
<br /> not be located under door to the residenee (lRC 1�408,4� �y c (50 Pa) in occordance �yith Section N1102,4.1,2, the d�yelling unit shall be
<br /> 14, Provide 18 �nch minrmum craWl sp ace under �yood�b�sts and 12 i�ches � SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
<br /> 4. STRUCTURAL STEEL: under �yood qirders, Sec, R317,1#1, provided �Vith �yho%-house mechanical �ent�lation in accordance �ith Section M1507.3.
<br /> a. STRUCTURAL STEEL SHALL 8E ASTM A36, Fy=36 /!Sl, 15, Cra�yl s ace �ent�lation, minimum net area shall be of 1 s uare foot for each 150 R310,1 Emergency escape and rescue required.
<br /> b. PIPE SHALL BE ASTM A 53, F 35 KSI,• p q Basements, habitable attics and eve�y sleepinq room shall ha�e NOT LESS THAN
<br /> Y� square feet of urtderfloor area(excep t s ace occupied by a basement�, M1507,3 {�ho%-house mechanrcal ventilation system.
<br /> c {�DOD CONNECTION BOLTS SHALL BE ASTM A-307� At least one op en�ng shall be located �th�n three feet of each eorner �ho%-house mechanicol ventilafion systems shall be one operable emerqency escape and rescue openinq. {�here basements contain
<br /> and arran ed to rov�de cross ventulatron on at least t�o 0 os�fe sides � one or more slee rn rooms, AN emer enc ESCAPE and rescue o enin shall be � �'
<br /> d. ANCHOR BOLTS SHALL BE ASTM A-307,� 9 P PP designed in accordance �ith Sectrons �f1507,3,1 through M1507.33, , P 9 9 y p g W �
<br /> e. {�ELDING ELECTRODES SHALL BE E70XX,� They shall be covered y�rth approved screeninq mate ial �hen ents are required in each sleepinq room. EMERGENCY ESCAPE AND RESCUE OPENIN�S SHALL OPEN F.- O
<br /> located in r�m,rnsulation baffles shall be inslalled �RC R408,1� DIRECTL Y
<br /> f. DES1�N FABRICA TION AND ERECTION SHALL BE lN ACCORDANCE �ITH THE Sth EDITION OF T�IE SECTION M1501 GENERAL O N
<br /> 16. Un/ess other�yise approved by the building officia/, foundation �ya//s /NTO PUBL/C {�A Y OR TO A YARD OR CDURT THA T OPENS TO PUBL/C {�A Y �`
<br /> 'AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR enc%sing a basement be1o� frnished grade shall be damp proofed M1501,1 Dutdoor discharge, Z N
<br /> outs�de b a ro�ed methods and materia/s The air removed b ever mechanica/ exhaust s tem sha// be EXCEPT/ON� STORM SHEL lERS AND BASEMENTS USED ONL Y TO HOUSE MECHAN�CAL EQU/PMENT NOT EXCEED/NG A
<br /> BUILDINGS" ALL {�ELOING SHALL CO�FORM TO THE A{�S Di-1 -"STRUCTURAL {�ELDING CODE" y pP y y � TOTAL FLOOR ARE OF 200 s F J �
<br /> ALL �ELDIN� SHALL BE PERFORMED BY {�ABD (y�ASHINGTON ASSOCIATION OF BUILDING 17. Foundation construction shall satisfy section R403,1,1 & 404.4 of 2015/RC for buildr'nq in discharged to the outdoors in accordanee �yith Section M1506.2, g � Q C�
<br /> seismic zone D. Air shaU rrot be exhausted into an attic, soffit ridqe �ent or cra�l space, R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEI/ICES,• � p
<br /> OFFICIALS) AND A{�S CERTIFIED y�ELDERS,� B, Framinq quality and /ndefification (R502.3.1,R602.1 & R802.1 /RC� EXNAUST DUCTS AND EXHAUST OPENINGS MENTIONS SUPPL Y DUCTS USED FOR �ENT�LATING EMERGENCY ESCAPE AND RESCUE OPENtNGS SHALL BE OPERATIONAL FROM THE lNSIDE OF THE RODM {�ITHOUT THE . .
<br /> g. MISCELLANEOUS STEEL HANGERS TO BE SIMPSON OR APPRO�AL EQUAL. NAIL ALL HOLES All lumber, p.ly�yood, partic%board, structura/ qlued-lominated timber, ,end-jointed Y DU T F R I TRODUCI G OUDSITE AlR l TO A USE OF KEY, TOOLS OR SPECIAL KNO{�LEDGE, �INDO{� OPENING CONTROL DE�ICES COMPL YING �ITH ASTM F 2090 W .
<br /> �ITH NAILS AS SPECIFIEQ BY M A NUF ACTURER SHD{�N OTHER�ISE A N �R A y�I NGS EX P A N SI O N l u m b e r, f i b e r b o a r d s h e e t i nq (W h e n u s e d s t r u c t u r a l l y�, h a r d b o a r d s r d m q (�y hen used EQUIP�IENT TNf INTENT lS THAT THE SUPPL C S 0 N N N SH ALL B E P E R MI T T E D F O R U S E O N �I N D D{�S S E R�I N G A S A R E Q U I R E D E M E R G E N C Y E S C A P E A N D R E S C U E O P E N I N G. z W
<br /> „ „ structurally� pi%s and poles,regulated by thls chapter shall conform to the {�I�OLE-HOUSE MECHANJCAL I/ENT�LA IION SYSTEM ARE TO BE SIZE IN ACCORDENCE �ITN TNE w �-
<br /> BOL TS ONTD CONCRETE SNAL� BE Nilti K�yik BOL TS-H(MANUFACTURED AND INSTALLED PER a licable standards or radin rules sp ecrfied in the {RC and shall be so R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HA�E
<br /> L E 3 7 i l U idPe tified b the rade mark or o cerfificote of lnspection issued by an a pro�ed PRESCRIP�I�E I/ALES lN TABLE M 1506.2 C� Q
<br /> lCC OR APPRO�ED EQUAL) ANCHOR BOL TS l�V TO CONCRETE SHA L B A 0 . MN M �U J' 9 MIN�MUM DIMENSIONS AS SPECIFIED lN THIS SECTION, �
<br /> EMBEDMENj FOR BOL TS lN CONCRETE SHALL BE PER R403.1.6 /RC2015, agency. All lumber, timber,.ply�;ood, arrd poles required to be Treated �od �UINIMUM !/ENTILA TION PERFORMANCE,� R310.2.1 MlNIMUM OPENING AREA. ALL EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HA�E A NET CLEAR
<br /> under Sec. R317 shall be identified by,fhe quality mark of an oppro�ed OPENlN6 OF NOT LESS TNAN 5.7sqF, THE NET CLEAR OPENING DIMENSIONS REQtI/RED BY THIS SECTION SHALL BE
<br /> inspection aqency �hich maintains continued superv�sion, testing, and ir�spection R303.4 Minimum ventilation performance, D�yelling units shall be equipped With
<br /> Nl, CONSTRUCTION REQUIREMENTS over the quality of the product. local exhaust arrd �ho% house ventrlotion systems designed and instol%d as OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE lNSIDE. THE
<br /> A. Foundations; s ecified in Section M1547. NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24"AND THE NET CLEAR �ID�H SHALL BE NOT LESS THAN
<br /> 1. Footinqs and foundations, unless other�yise approved by the buildinq 1, Frome nailing to be in compliance �Vith R602,3 (1) IRC 2015 P
<br /> official, shall be constructed of masonry, concrete, or treated �ood and in , , EXCEPTION.� Additions �yith less than 500 square feet of conditioned floor area 20"
<br /> 2, Treated �ood,� Profection from decay shall be prowded �n the follo�Ving locations by the use of are exem t from the re uirements in thls Code for ole House I/ent�lation EXCEPTION,� GRADE FLQOR OR BELOW GRADE OPENINGS SNALL HA!/E A NET CLEAR OPENING DF OT LESS THAN 5
<br /> a// cases shal/ extend be%�y the frost line and meet the minimum depth o d or ood that is reser atr e treated in accordance ith A PA U1 for the p 9 � s F
<br /> as required per R4D3,1,1 un/ess another de�th is recommended by a naturally durable �y o �y p � v �' � Systems. 9 .
<br /> foundation �nVestigation. section R403&R404 species, product, preser�ative, and end use. Preser�ati�es shall be listed in Section 4 of A{�APA Ui. R303,5 Openinq location, Outdoor intake and exhaust openinqs shall be located R310.2.2 �INDD{� SILL HEIGHT. {�HERE A {�INDO{�lS PRO�I�E AS THE EMERGENCY ESCAPE AND RESCUE OPENING,
<br /> 2. Assumed allo�yable soil bearing �alue 1500 psf,/�R403.1.11 Submrt report a. {�hen �ood joist or structural floors �yithout joists are located c%ser than 18 inches, or �yood in accordance yyith Sections R303,5.1 and R303,5.2. lT SHALL HA�E A SILL HEI�NT OF NOT MORE THAN 44" AB0►/E THE FLOOR,� �HERE THE SILL HEI�HT lS BELO{�
<br /> if other than 1500 psf. Foundation footrnqs shall be p7aced upon irders ore located c%ser than 12 rnches to ex osed round in cra�yl s aces or unexcavated areas
<br /> firm, undisturbed nati�e so�l Faotinqs shall not be placed on fill q p 9 p R30351 /ntake openings, Mechanieal and gra�ity outdoor Q�r intake openings GRADE, lT SHALL BE PRO�IDED �ITH A �INDO{� {�ELL lN ACCORDANCE �ITH SECTION R,310,2,3
<br /> located �yithin the er� her of the buildin foundation,
<br /> 3 Cut slopes for permanent excavations and fills shall be not steeper than 2 P p y q shall be located a minimum of 10 feet (3D48 mm) from any hazardous or R310.2.3 �INDO{� �ELLS THE HORIZONTAL AREA OF THE {��NDO� y�ELL SHALL NE NOT LESS THAN 9sqF �ITH A
<br /> horizontal to 1 vertical unless susfainin data lustif n stee er slo es are b, all �yood-framing members thaf rest an concre�e or masonry exterior foundation �yalls and are � ' lumbin vents, streets, alle s, HORIZONTAL PROJECTION {�IDTH OF NOT LESS THAN 30". THE AREA OF TNE �INDO{� {�ELL SNALL ALLD{� THE
<br /> q y� 9 p p noxrous contaminant, such as �ents, chimneys, p q y
<br /> submitted. De�iation from the foreqoinq limitaf/ons for slopes shall be less than 8'� from exposed ground, , parking lots and loadinq docks, except as other�ylse specified in this code, EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULL Y OPENED.
<br /> permitted on/y upon the presentation of a soi/ investigation report c, Si//s and s/eepers on a concrete or mansory s/ab that in direct contact With the qraund un/ess EXCEPT/ON� THE LADDER OR STEPS REQU/RED BY SECT/ON R310.2.3.1 SHALL BE PERM/TTED TD ENCROACH NOT
<br /> acceptable to the bu�ldrng offieial. {�here a source of contaminant is located �ithin 10 feet (3048 mmJ of an
<br /> 4, me placement of building and structures on or ad�l'acent to slop es stee er separated from such slab by an imper�ious moisture barrier. �ORE THAN 6" lNrO THE REQUIRED DIMENSIONS OF THE �INDO{� WELLlO
<br /> P intake opening, such openinq shall be located a minimum of 3 feet (914 mm�
<br /> than 3 ho�izontal to 1 vertical shall comply �yith lRC sec.R403.1,7.1-4 and d. The errds of Wood grrders enterinq exterior masonry or concrete �yolls havinq c%arances of less be%� the contaminant source, R310.2.3.1 LADDER AND STEPS �INDO{� {�ELLS �ITH A �ERTICAL DEPTH �REATER THAN 44"SHA�L BE EQUIPPED
<br /> R403.1.7.1 and tfie fol%�ying subsections; than 0.5 inch on the fop, sides, and ends,
<br /> e. �ood siding, sheathinq, and wall framing on the exterior of a buildinq having a dearance of For the purpose of this section, the exhaust from d�yellinq unrt toi%t {�ITN PERMANENTL Y AFFIXED LADDER OR STEPS USABLE {�ITH THE {�INDO{�lN THE OPEN POSITION. LADDERS OR
<br /> less than six inches form the qround, rooms, bathrooms and kitchens shall not be considered as hazardous or STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TD COMPL Y �ITH SECTION R311,7 AND R311,8 LADDER
<br /> noxious OR RUNGS SHAL� HA I/E AN lNSIDE �IDTH OF NOT LESS THAN 12; SHALL PROJECT NOT LESS THAN 3" FROM THE
<br /> f, �ood structural members supporting moisture permeable floors or roofs that are exposed to the R303,5.2 Exhaust openings. Exhaust air shall not be directed onto �yalk�yays All {�ALL AND SHALL BE SPACED NOT MORE TfIAN 18" ON CENrER I/ERTICALL Y FOR THE FULL HEIGHT OF THE �INDO{�
<br /> �yeather, such as concrete or masonry slabs, un/ess separated from such floors or roofs by an exhousf ducts shall ferminate outside the buildinq, Terminal e%ments shail hove ELL
<br /> imperv�ous moisture barrier, �
<br /> q. {�ood furrinq strips or other �yood framing members attached directly to the interior of exterror at leost the equivalent net free area of fhe duct �york, R310.2.3,2 DRAINAGE. {�lNDO� �ELLS SNALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TD THE AO2
<br /> masonry �a//s or concrete be%�y grade except �yhere an approved �apor reta�ded /s app/ied bet�yeen R303.5,2.1 Exhaust ducts Exhaust ducts sha// be equipped �ith back-draft BU/LD/N�S FOUNDA T/ON DRA/NA�E SYSTEM REQU/RED BY SECT/ON R405,1 OR BY AN APPRD{/ED AL TERNA T/I/E
<br /> the �yall and the furrinq strips or framinq members (lRC R317�, dampers. All exhaust ducts in unconditioned spaces shall be insulated to a METHOD,
<br /> minimum of R-4,
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