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Permit#: C180&010
<br /> G E N E R A L N O T E S ' Site Address: 1125 GRAND AVE
<br /> �ESENo�sAPP�YUN�EssNor�oa-rHERw�sEONORa�nNcs PR4JECT C? WNER DESIGNER STRUCTURAL ASSE � S4R ' S PARCEL NUM � ER Owner. LYSTADJILL '
<br /> �;.
<br /> FIRE BLOCKING: Tenant: [TenName}
<br /> THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER AND MAY ONLY BE REPRODUCED JILL LYSTAD # OOL{-G8b22�00300 App. Date: 8/20/2018 '
<br /> FIRE-BLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUGTION IN THE FO�LOWING WAI/GORNY DESIGN ING. DAN 5AY �
<br /> WITH THE WRIT7EN PERMISSION OF THE DESIGNER. AUTHORIZED REPRODUCTIONS MUST LOCATIONS: IN CONCEALED SRACES OF ST11D WAL�S AND PARTITIONS, AT SOFFITS AND CQVE I I25 CRP�ND f�\/ENU� ���� C�ORNY 2124 3RD AVE #IOD L E G A L D E S C R I P T I O N Proposed Use: SFR -
<br /> BEAR THE NAME OF THE DESIGNER. COPYRIf�HT 2018 BY WAI f GORNY inc. THESE CEILINGS, I N CO N G E A L E D S P A C E S B E T W E E N S T A{R S T R I N G E R S A T T H E T O P A N D B O T T Q M O F ����TT, WA� �P>ZO) Descri ption: DORMER ADDITION,ADD BATH, REPLACE
<br /> DRAWINGS ARE FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. ANY THE RUN, AT OPENWGS AROUND VENTS, PIPES ANQ DUCTS. (If�C SEGTION R302.11). P R O J E C T A D D R E S S 28�I� 3� �� � �Arn'� �` q�12) NORTtt 8 II3 �E�1" 0� LOT 3 AND A1_L OF LOT 4, BLOGK 223, � H�I�HTS A�aDlrioN PORCH �
<br /> INFRINGEMENT OF THESE LAWS WILL 8E 1'ROSECUTED. A�L GONSTRUCTION SHALL CQNFQRM SEE SECTION R1001.12 QF THE IRC FOR FIREBLOCKING OF CHIMNEYS AND FIREPLACES. �-rar�w000 w� a�2a2 206 q�b 3�162 TO �1lER�:TT. AGGORDIN6 TO TN� PI�T TNEREOF R�GORD�D IN VOLUNtE 3 0�
<br /> TO THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC�, AND BE IN ACCORDANCE WITH I(2� C�RI'�ND �VENU� �Q Fj2c� �r'j� Reviewed By: �:� Date: C�1� /� '
<br /> THE WASHINGTON STATE LAWS AND REGUL.ATIQNS ENERGY: ��fiZETT, W�4 a8201 y��.y,�IGORNY.GOM PLATS A�T PA�G� 40, REGORDS OF SNOHOMISH GOUNTY, W/�SFfIN6TON..
<br /> (�Office Set Job Site Set Fire/Planning Set
<br /> SOILS: ALL MATERIAL, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION
<br /> UNLESS A SOILS REPORT IS PROVIDED BY A SOILS ENGINEER AND ATTACHED TO THESE OF TNE INTERNATlO1VAL BUILDING C�DE AND THE WASHINGTON STATE ENERGY CODE. VERIFY D R A W 1 N G L E G E N D Z � N I N G C L A S S I F 1 C A T I 4 N
<br /> ALL CONDI110NS BEFORE PROCEEDING WITH WORK. APPLICATION AND INSTALLAl1QN OF }z-2 _�_. ..� .__.,
<br /> DOCUMENTS� THIS OFFICE ASSUMES Nfl RESPONSIBILITY FOR THE PHYSICAL CHARACTERISTICS �NSULATION AND VAPQR BARRIERS SHALL COMPLY WITH THE STATE OF WASHINGTON THERMAL A�.Q GEi�ER�L NOTES, PROJ�GT INFO, SIT� P1�A�1 G R A D I N G I N F C)
<br /> OF THE SOIL. FOUNDATION DESiGN 15 BAS�D QN AN ASSUMED AVERAGE S01� BEARING INSULATION STANDARQS . WALLS SHALL BE INSULATED WiTH R-21 BATT (FOR 2 X 6 A 2.0 C-�N E R A L S T R U G T U R A t L N Q T E S S fi t�R R W A L L S G H E D U L E
<br /> C A P A C I T Y O F 2,0 00 PSF. F O O T I NGS SHALL BE CAST ON UNDISTURBED, FIRM, NATURAL SOIL WALLS) AND R-15 BATT (FOR 2 X 4 WALLS), UNLESS OTHERWISE NOTED. THE ROQF AND CEILING `
<br /> 4 R C O M P A C T E D S O I L OF 2,0 0 0 PS� BEARING CAPACITY AT LEAST 1�-6" BELOW THE LOWEST SHALL BE INSULATED WITH R-49 BLOWN OR R-38 ADVANCED FRAMING. SINGLE RAFTER VAULTED A 2•1 �4 U N D�T I O N, �L O O R A N l? R O O� F i�M I N� P L A N S N O E X G A V A T I O N O R G R A D I N G P R 4 P 0 5 E D. M I N I M A L F O O T I K G W O R K A T °
<br /> ADJACENT GRADE, FREE OF ORGANIC MATERIALS. FQO T I N G E X C A V A T I O N S H A L L B E F R E E O F S H A L L B E I N S U L A T E D W I T N R-3 8 C B A T T (U.N.O.). W H E R E P O S S I B L E, P R O V I D E I N S U L A T I O N I N T H E
<br /> A 2,2 S T R U G T U R A L D�T f k i L S RENOVRTED PORGH, I�L.L OTHER WORK WITHIN TH� �OOTPRINT OF TI-I� � �
<br /> DEBRIS, LOOSE SOILS AND FREE WATER AT A�� T1MES. THIS OFFICE ASSUMES NO CEILING AND IN THE 2 X 12 RAFTERS IF A VAULTED CEILING CONDI110N EXISTS. MAINTAIN A A3.0 �LOO� PLA�1�5, EN�RCY IN�D, Y�IINDOW-DOOR SGH�DULES EXISTING H�15� "
<br /> RESPONSIBILY FOR VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. MINIMUM OF 1° CLEARANCE BETWEEN TNE TOP OF THE INSULATION ANO THE BQTTOM OF THE A4.0 �3UI�DIN� ��EYATIONS `
<br /> SHEATHING FQR VENTING. VENTING MUST OCCUR IN EACH JOIST SPACE. WHERE CONTINUOUS A5.0 �UILRINC S�GTIONS B U 1 L D 1 N G A R E A I N F U
<br /> CONTRACTOR'S RESPONSIBILITY: VENIING IMTHIN A JOIST SPACE IS INTERRUPTED BY A HEAaER I E FOR A SKYLIGHT OR AT HIP A6.� WA�LL S�GTIONS LOT COVERAt� �
<br /> THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANQ STRUCTURAL MEMBER SIZES PRIaR TO END), PROVIDE 2 1 1 2p t � LOT AREA .II ,�G 4,56� S.F.
<br /> CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE DE5IGNER AND STRUGTURAL ENGINEER O / VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO
<br /> OF ANY DISGREPANCIES IN THE DRAWiNGS OR WITH THE CODES. A�LOW FOR CONTINUAL THROUGH-VENTING INTO THE NEXT JOIST SPACE. FLOORS SHALL BE p
<br /> CHANGES INITIATED BY THE CONTRACTOR SMALL 8E SUBMITTED IN WRITING TO THE DESIGNER INSULATED WITH R-30 BATT OVER UNHEATED SPACE (U.N.O.). ANY SLAB ON GRAQE SHA�L BE �XISTING �ND PROP05�D HQUS� 842 5.�. �
<br /> AND STRUCTURAL ENGINEER PRIOR TO FABRICAl1QN OR CONSTRUCTION. CHANGES INDICATED INSULATED WITH EXTRUDED RIGID CLOSED CELL (NSULAl10N R-10. INSULATION T� PROVIDE EXISTING A�ND PR4f'05ED �RONT PORGH 4� S.F. c�
<br /> SOLELY ON THE DRAWINGS WILL NQT SATISFY THIS REC?UIREMENT. THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE �XISTII�G R�/acFZ PORGH 26 S.F. �
<br /> BOTTOM OF THE FOOTING. (NSULATION MAY BE INTERRUPTED FOR 6� EVERY 2'-0" TO A�LQW TOT 5T 0 D OT GO �13 S.F. �
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE METHODS, TECHNIQUES, SEQUENCES OR F4R DOWELING TO TIE THE SLAB AND FOOTIIVG TOGETHER. AN APPROVED VAPOR BARRIER � .
<br /> PROCEDURES REQUIRED TO PERFORM HER OR HlS WORK, AS WELL AS BEING RESPONSIBLE SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF �ECKS, BELQW ENCLQSED JOIST � .
<br /> FOR ALL REQUIRED SAFETY PRECAUTIONS. STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL PEiZGENTA6E EXISTING AND PROP05ED LOT GOl/�RA6� (Q13/�564) 20�
<br /> COMPONENTS TO BE ERECTED IN THE FIELD, SHALL BE ACCOMPANIED BY SUPPLIER OR CEILING SURFACES WHICH RECEIVE INSULATION. THIS VAPOR BARRIER MAY 8E A z �
<br /> SUPERVISION DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION COMPONENT OF THE INSULA110N MATERIAL. 0 �
<br /> ACCORDING TO THE INSTRUCTIONS PREPARED BY THE SUPPLIER. GRQSS BUILDIWG AREA HC1U5E (II�T�RIORJ TOTA�L � >-
<br /> CRAWL SPACES: FL�R � ��� MAIN BAS�MENT UPPER TOTAI... � � ^
<br /> UNDER FLOOR AREAS SHALL BE PROYIDED WITH VENTILATION OPENINGS THRQUGH FOUNDATION TYj'E VB R-3 5F 1.5-5TORY
<br /> WALLS OR EXTERIOR WALLS. THE MINIMUM NET ARE QF VENTILAIION OPENINGS SHALL NQT 2123 S.F. GR055 c�
<br /> NOT BE LESS THAN 1 S.F. FOR EACH 150 S.F. OF UNDER-FLOOR SPACE AREA. ONE SUCH " �XISTIN6 842 5.�. 816 5,f. 345 5.�. 2003 5.�. ���DING ARE1� �
<br /> VENTILATION OPENING SHALL BE WITHIN 3 FOOT OF EACH CORNER OF SAID BUILDING. crzF�,a3r�G �r�� [���Ir�11C%: � ��� 120 ���' (20 ���' (212314565)
<br /> (IRC SEC110N R40$.1) �
<br /> VENT1LATlON OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIQTH WITH ANY OF TNE 1. :Provisions st��i! Je rnade �nr t«e control �nc3 drt3inage af surfa�� TOTAL 842 S.F. 816 5.�. 46� S.F. 2123 5.F, � �
<br /> MATERIALS SPECIFI D IN IRC SECTION R4fl8.2, THE LEAST QIMEN514N OF WHICH MAY NOT watGr around buildings by: gutte�:;, dr�in (ines, ir�kts and catch , � ��
<br /> 46.5/ FAR �
<br /> � :? .
<br /> EXCEED 1/4 INCH �{IRC SECTION R4Q$.2� taasins af �f.her rQcessary d;aina;�e structures and sJ�att be installed EX15T I�REA TO B� R�NOVATED ± (6� 5.�.
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<br /> ACCORDING TO IRC SECTION R408.4, ACCESS SHALL BE PR�VIDED TO ALL UNDER-FLO(}R where storni wat�;r disposal cannot be ob�+ined withot�t their use or
<br /> SPACES. ACCESS OPENINGS TNROUGH THE FLOQR SHALL BE A MINIMUM OF 18 INCHES BY 24 whe�e erosi:sr� cann�t �z �r�,t����t�d by flnish grading and pianting. IMPERVIOUS SURFACE �� p � `
<br /> �XI5TIN6 AND PROPCIS�D BUILDIN6 GOVERAGE al3 5.�. � z
<br /> INCHES. OPENINGS THROUGH A PERIMETER WALL SHALL BE 16 INCHES BY 24 iNCHES. THE Dry wells sh�l1 r,of be ir�stUiled in areas where ltte s�il is rtot well C?5
<br /> AREAWAY SHALL BE BELOW TH� THRESHOLQ OF THE ACCESS OPENING. THROUGH drain�d and�or 4�ar�.��s. '
<br /> WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. t EXI�TIht6 �ND PROPOS�D GRA�VEL � GONG. PA�VIN� AND WA�I.KWAYS 1213 5.�.
<br /> is deemed historic and subj+�
<br /> r�, �Y, es to appro� EX(5TIN6 �XT. STAIRS TO R�MAIN 40 S.F.
<br /> ATTIC: 2m Grading �F�91 5e prcvided to irtisure: ��hMs� 'P� �han9 CQn�' �XT. STAIR TO B� R�MOV�D t30> 5.�.
<br /> clal r�g�►lat►on�s.�ny t
<br /> ACCORDING TO IRC SECTION R8�7, IN BUILDINGS WITH COMBUSTI6LE CEILING OR ROOF (a) Div2�sion of �rra-r.er ,i�r+ral t�s� �i�W�by Planning�
<br /> � �rom buiktin�s. r,�l�n��h�ll t�i� ._.t.���°�' PROP05ED NEW EXT. STAIR b0 S.F.
<br /> CONSTRUCTION, AN ATTIC ACCESS OPENING SHA�L BE PROVIDED TO ATi1C AREAS THAT �b� ���;,¢�i�,;��� of s�A nding water�r�ti �i! ;aturatian detrimental .� a�425-257-.. `
<br /> EXCEED 30 SQUARE FEET AND HAVE A YERTICAL HEIGHT OF 30 INCHES OR GREATER. THE � ,
<br /> RQUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 3Q INCHES AND SHALL BE Y� sfruci�tr�s and IU� i��e, � TOTAL. �XISTING IMPERVIOUS SURFAG� 2196 S.F.
<br /> ,..
<br /> LOCATED IN A HALLWAY OR OTHER READ{LY ACCESSIBLE LOCATION. A 30-INCH MIMMUM �=� ��'�f ��-+�ra! c�`raira�e ci�anne3� �t- basir�;ate �o# t�icac,�pced or ' TOTR�. PROP05ED IMPERYl0U5 SURFAGE 2226 S.F, ' j
<br /> UNOBSTRUCTED HEADROOM IN THE AT11C SPACE SHALL BE PROVIDED AT SQME POINT ABOVE r���z�y � ,�PP�fl��������-�-� '
<br /> ` PLAE�li�3i�1C+ u C�� � y
<br /> THE ACCESS OPENING. ��) Provisi�n; fo� f�ie �i:���^�� �� rra������ttr�� 1��� �,T ,�C D��'�. 3Q S.F.
<br /> VENTILATION• ��� ���Y�'��` " "`� �d��e�en� �r���r�J��' i���1��-�'�:�°�P N�T f�DDTITION TO IMMP��R1lI0U5 5l1RFAG� :
<br /> • .. . � �S� ��r�'~ •'_� �� �
<br /> WHERE TOILET ROOMS AND BATHROOMS ARE MECHANICALLY VENI1LA�tED, THE EXHAUSE AIR ��j �„� w� � ,
<br /> SHALL NOT BE RECIRULATED WITHIN A RESIDENGE. TNE VENT1LAl10N SYSTEMS SHALL BE i� BUILDING IS NOT Po�iTIt3NEi� AS �A�� � W
<br /> DESIGNED TO HAVE THE MINIMUM EXHAUST AIR FLOW OF 100 CFM INTERMITTENT OR 25 CFM INDICA'TEi) Q�I t1PPROVED SITE P�.AN, ����A��TANKS, HEAT PUMPS AND
<br /> CONTINUOUS IN KITCHENS. IN BATHROOMS AN EXHAUST CAPACITY OF 50 CFM INTERMITTENT A NEW SITE 4�LAN SHALL i3E SU[3MIT- ��HER EQUfPMENI'pR Ap�U�T�NAidCES � - �
<br /> OR 20 CFM CONTINUOUS IS REQUIRED. IRC SECTION M1507.4) T�D. NO �'t1RTHER INSPECTIONS W1LL �AY NOT B� LOCATED IN THE �ROtdT �I�Y �� �V�R�TT� �
<br /> t �E MADE ON TFIIS PR4jECT UNT�i,THE �E�����A�T�AG}(S. PR4PANE TANKS ��v��� - �� �����-�°
<br /> RANGES QVENS, ANQ CLOTHES DRYERS SHALL VENT INDEPENDENTLY AND DIRECTLY TO THE DDIYIONAL PERMITS ISSUEQ �� � .,�� �� �°�`� � � s
<br /> � REVL�ILD SITL�Pi.AN�iAS��'TIIOV- 8Y THE E�/ERETI'FIRE DEPAR`fMEPJT s��'�
<br /> OUTSIDE (IRC SECTION M1503.1 AND 1502.1}. BROILER UNITS SNALL BE PROVIDED WITH AND � � � BUILDIN U�[,�C ''�I�oRKS 'RIO� TO I�VSTALLA710N, w N
<br /> EXHAUSTHOOD. (IRCSECTIONM15Q5.��. `'� MAXIMUM HEIGHT OF STRUCTURES � w � �
<br /> �Prs.
<br /> -119.5 5EE A�V��R� GRA�DE GALUl..�TION THIS SNFET AND �L.�YA�TIONS :
<br /> � .
<br /> GLAZING: _ _ _ _ _ I SH�ET A4.0 FOR HEIGHT IN�ORMATION � (,j„� Z •c�
<br /> GLAZING SHALL BE IN COMPLIANCE WITH THE IRC SECTION R308 AND THE WASHINGTON STATE r-- --- - ---� ,
<br /> I t i s o w n e r s r e s o n s i b i l i t . � ! , �
<br /> S A F E T Y G L A S S L A W. E X C E P T I O N S A R E A S 4 U T L I N E D I N I R C S E C T I O N R 3 0 8. P Y i o es t a 6 lish �� �t�e a��. I I . S P O T �I..�V�T I O N S F O R H E I 6 H T G A�L,G U L./�T I O N S E 1..E V A�T I O N S /�� �.5' AVG GRD + 28' " � v t�,� � ,
<br /> properry Iines. I I BAS�D ON GITY 0� �1f�R.�TT �AND U5� MAPS , (f,� Z
<br /> IN HAZARDOUS LOCATIONS AS SET FORTH BY THE IRC SECTION 308.4, GLAZING SHALL BE � � �� Y A-11,9A � E:XIST C-120 � ELEVl�TION 147.5 ALLOWABLE � W � ,
<br /> PROVIDED WITH A MANUFACTUER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASSZ --
<br /> A N D S A F E T Y G L A S S S T A N D A R D W I T H W H I C H I T C O M P L I E S, V I S I B L E U P O N T H E F I N A L I N S T A�- : � �� I �(� � � �_��c�� �
<br /> � �
<br /> �1 - �
<br /> � � � � 8=11�5 EJi;IS11NG AND ,
<br /> LA�IQN. THOSE HAZARDOUS �OCATION INCLUDE, 8UT ARE N�T LIMITED TO: GLAZING IN ���i$ipn�1 ����j��q�� �����r�� �, � � �
<br /> . � ,
<br /> LOCATIONS SUBJECT TO HUMAN IMRACT SUCH AS ON DOORS WITHIN A 24" ARC OF THE DOOR ,����"�j, ��-���,�� -�-� �����d�. L � ' G=120.0 PRC�F't�SED DORN�R � W �
<br /> IN A CLOSED POSITION AND WHOSE BOTTOM IS LESS THAN 60" ABQVE THE FLOOR, GLAZING IN � �9.5 D=11a.� ADD�TION PEAK= 143.2' - N �j
<br /> DOORS AND ENCLOSURES FQR BATHTUBS AND SHQWERS, GLAZING ADHACENT TQ STAIRWAYS, � �j����� � r. ( � � � W
<br /> L A N D I N G S A N D R A M P S W I T H I N 3 S� H O R I Z O N T A L�Y O F A W A L K I N G S U R F A C E W H E N T H E G L A S S � � � i��i�r S R E D I A�R a M 4 rt a.0 / 4 = I I�.� A Y E R A C� B�S E f l�V A T I O N
<br /> �;. �
<br /> I S �E S S T H A N 6 0 I N C H E S A B O V E T H E P L A N E O F T H E W A L KI N G S U R F A C E. S K n I G H T S A N D � ��������%�l � �i�"�A��r� .
<br /> � 2a -a
<br /> SLOPED GLAZING OF MORE TNAN 15 QEGREES SHALL HAVE LAMINATED GLASS WITH AN � ����.��.'��] ��= � �� � �
<br /> INTERLAYER AS DESCRIBED IN IRC SECTION R308.6.2. �� �
<br /> ;
<br /> ALL EXTERIOR WALL GLAZING SHALL BE QOUBLE GLAZED AND CQMPLY WITH STAIE OF
<br /> WASHINGTON ENERGY CODE.
<br /> �topf trusses to be d�signed �
<br /> EMERGENCY ESCAPE; and drawing prepared by
<br /> BASEMENTS WITH HABITABLE SPACE, AND EVERY SLEEPING RODM SHALL HAVE AT LEAST ONE a State licensed structur�!
<br /> OPENABLE EMERGENCY ESCAPE. EMERGENCY EGRESS SHALL BE REQUIRED IN EACH SLEEPING engineer.
<br /> ROOM, 8UT NOT IN ADJOINING AREAS OF THE BASEMENT. THE OPENING SHALL HAVE A SILL , ____ '
<br /> HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. WHERE A BULKHEAD IS REQUIRED
<br /> IT SHALL PROVIDE DIRECT ACCESS TO THE BASEMENT WITH A I�IN(MUM CLEAR AREA OF 5.? � A �en��m��'k �� F��ulr�� QI'- Site � r. ,�.
<br /> SQUARE FEET. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM CLEAR `�o `�erify .A�Pr���� g'���d��'� H�,I�-hi �s �`� EXI57 AKD�R�OP05FD TO�hG� EXIST DORM�R �� �� , ��- ��cr
<br /> OPENING OF 5.7 SQUARE FEET, WITH THE EXCEPTION OF GRADE FLOOR OPENINGS WHICH SHAIL 0 W � � �����M��' � �134 PL \ , �
<br /> HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MINIMUM CLEAR OPENING � Z �Z � � I = - � '+ --- - ---- -
<br /> EXIST GO�IERED PORGH, �
<br /> HEIGHT SHALL BE 24 INCHES. THE MINIMUM CLEAR OPENING WfDTH SHALL BE 20 INCHES. ALL � � I � I Rpp� 5'I'R�GTU� jp B� � � � �� o �X IST � ,
<br /> O P E N I N G S S H A L L B E O P E R A B L E F R O M T H E I N S I D E W I T H O U T T H E l 1 S E O F K E Y S. T H E M I N I M U M I'� I � �XIST T. �'��G� � o � �� ``-� �
<br /> HORIZONTAL AREA QF A WINDQW WELL SHALL BE 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL � ( - � � ��yT�,p� PAYIN6 Q W •
<br /> PROJECTION AND WIDTH OF 36 INCHES. COVER WALLS AND SOFFITS OF USABLE SPACE UNDER ( I ( l GA5 LI N�W Yy00D STAIRS I PAV,�RS j �- t- .
<br /> THE STAIR WITH 1/2 INCH TYPE "X„ GYPSUM WALLBOARD. (IRC SECTIQN R310� _ � �, N �T+ ' AND PIERS � ( 24�-0" Q Q
<br /> �" ` N LANDIN6 A f4° � �XIST R�AR � RYSB J � Z
<br /> EGRESS: - � �) �I � -� �XIST GOi�tG ( PORGH ` � Z
<br /> THE MINIMUM WIQTH OF A HALLWAY SHALL BE N4T LESS THAN 3 FEET. (IRC SECTION R311.6) I'S'�'' ( � �) y v' yTp,� ABUV� G►RA�DE G'G�RN�R � I p Z2 Q � J
<br /> AT LEAST ONE EXIT DOOR IS REQWRED PER DWEWNG UNIT. THE EXIT DOOR SHALL PROVIDE � I �XIST n ' ( � � �XIST PA , o o ° '� � J V Q
<br /> D I R E C T A C C E S S T O T H E E X T E R I O R W I T H O U T R E Q U I R I N G T R A V E L T H R O U G H A G A R A G E. T H E E X I T (3 � �y l � I y��y�qY t � � �- m I,,,# � � cs � O 4 O p O p �Q O W �
<br /> I �-
<br /> DOQR SHALL BE A SIDE-HINGED ROOR NOT LESS THAN 3 FEET IN WIDTH AND 6 FEET 8 INCHES z I zl � J ( --{ = p p O � � 7 W �;;
<br /> IN HEIGHT. TNERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF THE DOOR, EXCEPT WHERE + � � �XIST GONG � �15� �p� � EXIST GONG �XIST wQ Z
<br /> THERE ARE TWO OR FEWER RISERS LOCATEQ ON THE EXTERIOR SIDE QF A DQOR OTl-(ER THAN I � I � � � STAIRS TO $� - � ( ``- STP�IRS STR�� I GO1�G r � W �
<br /> � r� �
<br /> THE EXIT DOOR, A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. THE FLOOF ( � �XIST 1_' ���IO�D � ,_ „ D5� ( � �' ''- .��X1S7�J� PA�VI1�6 � � U� I� � .
<br /> AT THE EXIT DOOR SHALL NOT BE �10RE THAN 1.5 INCHES LOWER THAN THE TOP OF THE � � 5E� ---- �' � � � I �
<br /> THRESHOLD. (IRC SECTION R311.3) � � �XIST 4 �" �, � I _' �``�-.� � 'u5
<br /> STAIRS: � I I I � W�T�R �5T � ' _ '" __-__`_.._ � '`'' --- � I ,
<br /> MINIMUM WIDTH 36 INCHES; MAXIMUM HANDRAIL PROJECTION 4.5 INCHES; MINIMUM CLEAR WIDTH • 1 M�T�R n' �XIST WALKhIAY �r �XtSTIN6�� cr cr+ -- �
<br /> AT AND BELOW HANDRAIL 31.5 INCHES WHERE THERE IS ONE HANDRAIL AND 27 INCHES WHERE I I I � I -`�' / -u'i = � � � `` ----_ 1'` �---
<br /> THE HANDRAIL IS ON BOTH SIDES. MINIMUM HEADROQM 6 FEET 8 INCHES; MAXIMUM RISER - „_ '' - -' - - - � - _`' �,_
<br /> 1 �1 �,00F �nit�s� 1
<br /> HEIGHT 7 3/4 INCHES; MINIMUM TREAD DEPTH 10 INCHES. THERE SHALL BE A LANDING AT I � �p' �Q' PL.. � 1 -" "
<br /> THE TOP AND BOTTOM OF EACH STAIRWAY, HANDRAILS PROVIDED ON AT LEAST ONE SIDE ON 1 TO BE RQIIT�D TO I b�-0�� r � �
<br /> STAIRS WITH FOUR OR MORE RISERS. MAXIMUM HANDRAIL HEIGHT 38 INCHES; MINIMUM HANDRAIL EXI5TlN6 DOWNSPOUT � �� ALLOWABL�PORGFt PRO..�GTION TOPO�GRAPHIG GONTOURS PER GITY 0�
<br /> INCHES AND NOT GREATER THAN 2 INCHES. HEIGHT 34 INGHES. TYPE I HANDRAIL SHALL HAVE LOGATIDt�'i(�) 20� INTO FRONT YARD�T$AGK E1/E�TI'TOPC)6RA�PHIG MAP I�RT�'�
<br /> A DIAMETER OF NOT LESS TFCAN 1 1/4 ANQ MAXIMUM 38" ABOVE STAIR NOSING. HANDRAIL TO
<br /> BE 1 1/2" GROSS SECTION ANQ 1 1/2". TYPE II HANDRAIL WITH PERIMETER GREATER THAN SffE PLAN - DETAILED , �
<br /> 6 1/4" SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH $IQES OF THE PROFILE. � I"= Ip'-O" ' •
<br /> SEE IRC SECTION R311.7.8.3 FOR FURTHER DIMENSIONAL INFORMATION. (iRC SECTION R311.7) l? 2 5 ��O 20 '
<br /> GARAGES: �� ���
<br /> THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS '-
<br /> THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
<br /> ROOMS SHALL BE SEPARTATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN DATE� S-(o-IS
<br /> 5/8-WCH TYPE X GYPSUM BDARD. THE STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE JOB I�RJMBER� 1�14
<br /> PROTECTED BY 1/2 INCH GYPSUM BOARD. (IRC SECTION R302.6) FI�� AI-D.DI^lG (I20"
<br /> SHEEI' �k A1.C�
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