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<br /> 'GENERAL NOTES Z m �
<br /> FOR +MP�OWS WITH OPERABLE OPEt�NGS MORE THAN 72' � �� �
<br /> ABOVE THE FlI�SHED GRADE OR SURfACE BELOW, THE
<br /> , » LOWEST PART OF Tt� CLEAR OPENING SHALL BE 24" Q �� ��
<br /> 20-D tA�11t�lUU ABOYE THE FLOOR. EXCEP110NS: Ft1LLY OPEN � �`�' n n
<br /> W�VOOWS WHERE A 4' SPHERE NAY NOT PASS THROUqi �,� '�''
<br /> 20'-0' 10'-9' S'-�' 3'-11}�' c� �n�n
<br /> � OR 1MiERE FAI.L PREVENTION DEVICES ARE PRUVIDEO PER z �o ��
<br /> � � � 3_� AS111 F 2090 aR R312.22. o �
<br /> 0 3 0 24' 6' 12' QVERHANG PROVIDE SAFETY(�ASS PER IRC R308. m W g
<br /> � ap � (2)2x6 HF�2M- 02 - - - - - - - - - - - - - - �i ��
<br /> � Q N ABWPt 4�5�XO � I � � SKYLJGHTS TO 8E DOUBLE PANEL, SHATTER RES�STANT w �,� M
<br /> - - - - - - - - - - - - - - -�'---
<br /> • • %,,;,.%,%��%�;;�� �%,,,,�,„ „„ „,,,�„,� ���;�„,,,,.� , �,,,,„ „,�,,� „ ,�,�„�„�„,,,„ „,;,,;,„ „„�„ APPROVED RIqD PLASTIC, WrtINATED SAFETY q.ASS, a $s� n cNo
<br /> ^ I � ,. ��„��,�„� � ., ��,��,� ,�„� „„�,,,� , ,�,��,�,��„� I ��,� � �� ,� � ,� ,�,. ,�,.�„��,. ��,.% �,,,, „,� „,�,„ �,,,,„ �,,�,„ „,�,„ „„�„,,,
<br /> + �, , � ,�„�,��,�,,,,,�� �,,, ��,� „ ��,� �� ,�,� ,� , % �
<br /> � �" 5 x3 ADA ' � I ' ; fULLY iEA1PERED GLASS, HEAT-STRENGiH�lEO (�ASS, _ � z o'
<br /> � ( :; % %' � OR M1RED GLASS. PROVIOE 4" NINIYUN ClIRB (OR SQF' w W�,� �,�
<br /> � % � ; ; (S� y ;� FLAS�iING ASSEh18LY WITH 3:12 NtNI1�UA1 PITCH OR PER w �� a -
<br /> � ��;; � ; ��e � ; ;� � 6iMKJFACTURER �ISIRUCTKINS). -� �� ��
<br /> II I %; � I Q �% s � `n �y.,�s
<br /> 4 � � ;; ; � � ( � � ; � Hos� e�ees ro e� eaac�ow�Ev�nari arro � � � �'W
<br /> I ( • , , �� RESISTANT TYPE. v
<br /> N � �� MSTR BEDRM. 3° _� �� � � I �' ( ;; I
<br /> I I " ;; MSTR. BATH N� N� � N ,/ i
<br /> a, � � ALL HOLDOWNS. FRANING ANCHORS dc SHEARWALL
<br /> , .�.� O N I ;; I ;, I NAItJNG �IUST BE INSPECTED BffORE COVERING. °oa
<br /> I I A % ,� " % %% ,' o
<br /> „ ; ;;
<br /> 1 ;; ; , ;; ; � �s r�BE oes�m �r�art��cn�m t� °p �
<br /> % q � � % �� lII�SI/1PI 1. DE�IGN BY STA?E UCaSED QiGR. dt
<br /> I I �; % �'�Y ;s ;;, � ;; � % � 1tAM1fACTURED AT APPROVED PIANT. SUBIIIT o 0
<br /> � � � � ;s 5°BP 30 % �� � vTos ; % % TRUSS DESIGN DRAVNNGS TO BUItDING OFFlGAI. FOR n o
<br /> % ; � I ' I I
<br /> , , ,, ;% %% �'; APPROVAL PPoOR TO INSTAI.LAl10N d� SH�'
<br /> I I � / -------- / „ , ., ,, , , , , , , , ,. , , , , ,,;- ; ;
<br /> - WARDROBE % �� %
<br /> , �
<br /> � ;; , " ���„ ri��,�, � I ; ( � ( DRAWINGS TO M1p.t1QE Nl.LOADS, LUIIBER MFO., n
<br /> N -;;. O , _ ;; ;, �,.
<br /> I 4' (�NCREIE SLAB o/fi ( ;; ; GEiiATQR % % �; CONPECiIONS, HIWGERS, PEfB+lAM1EliT REQb.
<br /> 0 o c ;,,, , ,,, �"', , , , , ,' , ;; ,,� o % '. �i11C1� IOCAlION'S, � RELAIED INFO�IAiION AS
<br /> � NIL PdLY BARRIER o� i � '- � � o i ( _;- ;; �
<br /> N POROUS FlLL COtitPTD. TO N N % 6'-8' co sn RANGE H000 � N %: ; SPE(�F1FD PER R8Q2.10.1. 1RUSSfS TO BE BRI1Cm
<br /> I 95X �IIN. I � 100 CFlrl VTOS � � ; I � I TO PREVENT ROT/1ilON � T�D PROV�E UIERAI
<br /> r ' � ' � STAB�1?Y PER 1RUSS OE�IGN DRAIMNGS, BULD�IG
<br /> � I
<br /> ' ;. �
<br /> :�. % ° M= � ;; sassoR �ussEs � 24" o.c. ;; Puw a� e�m.a�c u�wu.aar�c.
<br /> '% �O ( �% I 4:12 INT PITCH 6:12 EXT PITCH ; I � �� � ��� ��� N�
<br /> I I ; K)TCH EN �-N ; �rar�n w�,Hour� cu�s. �nns.
<br /> � ' -- N ( %, � 20-00 PATTERN �s. � ArD PRIOR �PPRUYAL BY 1HE BtNIDING
<br /> , �
<br /> en „ �,
<br /> O % % � DEPARI�lT 80nOM qiORD OF 1RU.S�S�D BE I`,
<br /> � � � x � LIVING RM. Q o.w. ,� � ;; ,
<br /> , � �; ;, ;. Han a�a�Nar�-�c ��a� wuls wn� ; �
<br /> � 5 �% � I %, I '% I SN�iPSON 5fC ROOF 1RUSS G1P OR EQUNALENT. `{' i
<br /> � o "�" , % '% " GABLE END 1RUSS Ti� HAVE VERTICAL I�IEGIBERS i � ao
<br /> 1 � _ ,. � ,. % I ; I'�y' ; I , N -� I
<br /> 8'-4J�' 3'-3' 8'-4J�t" � d' � f; ;% � ; 24 ac. FOR SIDING. GABLE END TRUSS TO BE �- �- c�
<br /> � N r a % % ;, SHEAiFfD dt NAI.ED PER WN.L BELOM�. � i: o
<br /> � ��,��«,s F��N� �� s� � � �` D I N I N G R M. � ;� , ( ;� � ;��� � � m �
<br /> I o 000� a�iNc ooaR ��c I i'% 30 5°BP I '� I � ( ' I ; ( TREATED WQOD NOTES: o w
<br /> ;; � ; % '% R317.1 LOCATION REQUIRED. PROlEC110N OF MI000 AND �
<br /> ( I �� ', `C � '; � � : ; z NI006 BASEO PRODUCTS FRUM DECAY SHALL BE PROVIOED
<br /> � (; � I ;' I� I ; I ; � � IN THE FOlLOYMMIG LOCATiONS BY THE USE OF NATURALLY
<br /> I � I ( � � � �� � � ''
<br /> � OURABLE WU00 OR W000 THAT IS PRESERYAIIVE-TREAiED
<br /> , , I % (2)2x6 HF�2 M- 02 (2)2x6 HF#2 (2)2x6 HF�2 AI- 02 ; � I % % I � IN ACCURDANCE IMTH AWPA U1 FOR THE SPEqES,
<br /> . . ';,,,;,,,,,,,,,,,,,, , , , ,, ; , ,, , ,�; %, „ , ,, „ , , , % �* PRODUCL PRESERVAl1VE ANO ENO USE. PRESERVAiIVES
<br /> � , ;. , , ;� M -02 ,,,, ,,,,,,„,,,„„ � �,��„�,,,,,,,,,,,,;,,,;,,,;,,;;,,;;,,;;,%,,;,, ,,;,,;;,,;,,%„%,,;;,%,%;,,;,�%,,;;,;;,�%„%,%„%„%,.;,,�;,,;;,.;; �' SHALL BE LISTED IN SEC110N 4 OF AYYPA Ut.
<br /> � �. - - - - - � ABWP1 405o XO 405o Xp - n�w�t- � ( 1. W000 JOISTS OR THE 80TfOfd OF A WOOD STRUCIURAL
<br /> � � O saF. a. �oo� w�rd aos� mnr+ �s' a� w000 aRo�s w�
<br /> � Q � STUB OUT 24' L F-- �C � Q ' . SAF'. GL. ' . . o I I ( SPA�CES aR UNEXCAVATEO AREA LUCATED YNTHIN�THE�
<br /> � N . N � � 3-6� 4-0" 9� 3-3 9� � p PERIPHERY OF 1HE BUILpING FOUNDATION.
<br /> 4 � -- #4 BARS 0 18 O.C. � o o N N I o I TRUSSES � 24 O.C. I Z. All. WOOD FRAMING A�MBERS THAT REST ON CONCRETE
<br /> � I 6" THICKENEO EOGE TO 4" COMCRETE SlAB o/ 6 � � -�' ,� � � 6:12 PITCH 20-00 PATTERN
<br /> I�IL P4L.Y BARRIER o/ iHAN 8' fRq�i THE EXPOSED GROUNU.
<br /> , a o NA Y X i A ON WALL AN
<br /> � EXTEND 8 BlW FlN. GRD. I ( I FIAT CEILING '
<br /> � POR(MJS g X��'TD. TO � � COVERED PATI O � 3. S�LLS ANO �ERS 4N A CONCRETE OR MAS{MIRY
<br /> ��--- - - - - ---- - - - -- - - -- ---- - - - I� �5 I I I Ut�ESS SEPARAIID�FROAI SUCH SU18 BY�AN II�IPERER�WOU5
<br /> YOIS1Uf� BARRIER.
<br /> PT 4x4 HF#2 CIX. TYP 2 LOCS} PT 4x4 HF�'1 COL (TYP 2 LOCS) L _ - - _ - - - - _I_ ._ - - _ - - _ - J
<br /> SECURE TO FTG Wj SIMPSON A8U44Z MASt�NRY�4R �N(XiETE�WALLS ��NCLE�(�S OF
<br /> 17'-3" 2'-9" SECURE TO FTG W/SII�SON ABU44Z
<br /> AND TO BEAN ABOVE W/ SIYPSON 8C4. AMD TO BEAM A604E W/SIMPSON BC4. 12' OVERHANG LESS THAN J�� ON T�S, SIDES MID ENOS. �
<br /> FT� TO BE 18" NIN. BELOW GRADE 20'-U" 20'-0" FTG TO BE 1$" t�IN. BELOW GRADE 5. W040 Si01NG, SHEAiHING AND WALL FRMiING ON iHE W
<br /> EXTERIOR OF A BUILOING HA41NG A CLEARANCE OF LESS
<br /> THAN 6" fR4M iHE GROUI� OR LESS THAPI 2' �IEASUREO ._._.� '�
<br /> VERTICALLY fROM CONCREIE STEPS, PORCH SLABS, PATlO � �� allo
<br /> F0 U N D A TI 0 N P L A N ��: Y• _ ��-4� M A I N F L 0 0 R P L A N ��: y _ ��-�� R 0 0 F F R A M I N � P L A N ��: � _ ,�-�' m�j�p����� ��ZONTAL SURFACES EXPOSED TO � rn �
<br /> 6. YYOOQ SIRUCTURAt. MEMBERS SUPPaRT1NG � �¢ 3 M
<br /> HOUSE 480 SF MIOISTURE-PERMEABLE fL00RS OR ROOFS 1HAT ARE N
<br /> PORCH 120 Sf EXPOSED TO THE WEAiHER, SUCH AS CONCRETE OR ��--�
<br /> t�AS01�2Y SLABS, UNLESS SEPARATED FRON SUqi FLOORS Q �� �
<br /> OR ROOFS BY M! IMPERVIOUS �IOISiURE BARRIER, �'._,.
<br /> 7. WOOD FURRING STRIPS OR Ol}�R W000 FRA�i�IG W w
<br /> YE618ERS ATTACF�O OIRECTtY TO THE INTERIOR Of =
<br /> EXTERIOR MASONRY WAI1S OR CONC(�TE WALLS BELOW
<br /> GRAOE EXCEPT YNiERE AN MPROVED VAPOR RETAROER IS I-'
<br /> APPLJED BETYI�EN THE WAU,. AND THE FURRIN6 STRIPS OR
<br /> FOOTING SCHEDULE i ;� WbOD STRUGTURAL PANEL PER R604 Hlqi EFFlCIENCY HVAC EQUIP�IENT ��u�c t��ue�ts.
<br /> MARK HxWxD RElNF. BAR � ,I 74" 4SB OR T-1-it {�' � GR004E) 48" NIN. SHEATHING O PER 4PT. 3d. TABLE 406.2 R317.1.1. FlQD CUT END, NOTqiES, ANO DRILLED HOLES Of
<br /> G E N E R A L S P E C I F I C A TI 0 N S: ,2 sX,2X,2 � N10TH• BA�-IR�M NOTES PRESSURE TREATED W000 SHALL 8E REIREATEO IN THE
<br /> � � NAII Sd C(M�II�ON 6" EpGE, 12' FlELD. DUCIIESS SPIJT S1�51E1J HEAT PU1�1PS, ZONAL OONIROL: O FIREBI.00K 11JBS A!� SHOWERS PER R30211. FlQD PER AWPA M4.
<br /> C O N 1 RACT O R SIiAIL VfRIFY ALL SITE CONtNT10NS Et �JItD{NG 0{�IENSION S, dc SHAtl 15 7x15x15 ( '( N F I O�E S M I I�R E 1 F E P R N I A R Y S P A C E I�A�S Y 5 1 E i� 3 0'x 3 p r' 1�1 1 p N� t�F�1 R S p 1 1 C E N S i i O N F R. 2 2' t�l U M l
<br /> VERTICN. JOINTS OVER STUOS. R317.3.1. FAS1ENERS FOR PRESSURE PRESERVAiIUE AND
<br /> REPORT MIY VAPoATIONS Tfl THE DESIGNER FOR RESOlUT10N PRIOR TO 18 $x18x18 � ; IS ZONAL ELEG1i�C F�AI�. A DUG1tESS F�AT PtAiP yNQTM � pQQR Tp ppp� q�ipkp ��. 30` �E-RETAROANT-TREAIID WOOD SHALL BE �F
<br /> BLOCK HORIZONTAL JOINTS.
<br /> CONSTRUCTION. WPoTTEN D�iENSIONS SHAU. TAKE PRECEOEPICE OVER SCALEQ. I ,;� SrSiEM SHALL BE �iSTJW.EDMD PROVDE F�AT�1G TO YI�E X 24' DEEF' CLEAR SPACE REGURED UU19DE SNpMER
<br /> 20 9x20x20 1NE LARGEST ZONE OF 1FIE HOU9NG UNT. NOT-DIPPED GALVANIZEO STEEL, STAINLESS STEEI, SIl1CON
<br /> � � 24 1Ox24x24 3 4 EA. 4YY. �' � � ��1Y(�A`SS N�ONABSORBENT 8R4NZE, OR COPPER. SHEARWALL BOTTOM PLAIE NAILING
<br /> CODES: 2015 tlVTERNATIONAL RE90ENT1AL CODE IRC) 2Ut5 WASHINGTON STATE ENERGY �
<br /> coo� wsEc), 2015 UNIFORN PLUM8ING CODE (UPC), 2015 INTERNATIONAL AIECHANICAL % ALT. BRACED WALL PANEL PER R6Q2 pRpyp6 �,p �� SURF7ICE UP 6 NITH SHQ1�R. USE CENENT BOARD OR pNp ALt, NAILING AT PRESERYATIYE TREATEO W000
<br /> 30 12x30x30 3 4 EA. WY. i � C�T�ER BOARD FaR nF e�GGaNG. vMOR ea�t MEt�BERS SHALL BE HOT-OIPPED ZINC-COATED GALVANIZED
<br /> CODE 111C), a�o n�o��t aaPucae� caoEs. � r�srru,. zy��ANaIOR Bo1.15 loC1►1ED BE�m16'e�t2'aF NOT PERN(TIED BEHlND W.P. (�B AT IXf. WALL 25 GPlri STEEL OR STNNLESS STEEI. NNLS. ZINC CUATING YIEIGHTS
<br /> 3 2 1 2 x 3 2 x 3 2 4 4 E A. V Y Y. -I ; E�q��a�P�.a t e o o�e N a�o w N(snm4 j AT�►Eto m S F I O M M I E�R F L�W R E S i Po C T O R. l l�O R S N O Y I E R (�O N 1 R O l AS REqU�ED PER AST1�1 A 153. IN THE ABSENCE OF
<br /> STRUCTURAL: 36 12x36x36 4 4 EA. WY. � %�� D0��`��M0°D�'P��"TM�� WATER HEATER PER OPT. 5a. TABIF 406.2 V�y� Tp�p�B�� � �TAIIC �
<br /> S E I S h 1 1 C Z O N E O t/D 2 P E R Fl G. R 3 0 1.2(2) d c E N q N E E R I N G � ; °� O O W O N O R 6 N.Y e�(�'�E D s�t Y'F E t D�B t A C K N L � �'j � �,J.� �,p �q� � F��g�j�p . A I A N U F A C T U R E R S R E C O h I N E N D A i I O N S, A M I M I M U M O F A S T M
<br /> W I N D (E X P. B) B A S I C S P E E D: 8 5 t�P N P E R Fl G. R 3 0 1.2{4) �� �x15 CONT. 2 4 CONTIN. �����'�P���W� �� N 1F� HOUSE SHALL BE RAIED AT 1.75 GPY OR LESS. �� � 1•6 �-� � �� � 15 A 653 TYPE G185 ZINC-COATEO GALVANIZED S1EEL, OR
<br /> � � I ALL Ol}�R UWRATORY FAUCETS SHALL� RAiED AT 1.0 C L E A R S P A C E R E Q I�E D. E A C H S�E f R O G E O F 1�I l E T d c E Q U I V A L E M T, �I A I I 8 E U S E D.
<br /> CO�IPONENT/CLADOING LOADS /TABLE R301.2(2) ALL EXTERIOR FQOTINGS TO EXTEND ' � � � ���� ��f���s 21 CLEAR SPIICE REQURED N FRONT. INSfAII 2x10
<br /> �s" B�W Fl N. G R A D E M I N. U N L E S S s�aFlcnno�s. ��� F� �B� � �' �� � � R O O F & A T T I C V E N T I L A T I O N
<br /> BELOW SLL t#]GHT IF AT� NSTAIl BLOp(NG FOR l� O �
<br /> TABI.� R301.5 MINIMUM UNIFORMLY OISTRIBUlEO LIVE LOADS NOTED OTHERWISE. STRIP ALL WOOD T.P. HOLDFRS� NISIN.AIE EXIERIOR WNLS ADJACENT� � �� TO � SCREENED w/Y' CORRQ�ON
<br /> LOADING �� DEAD TOTAL FORMS PRIOR TO BACKFIILiNG. ��4•� �� �RS qNp nJgg A!p �lSTALL AIR gARPopt gpARAi1N� RESISTNVT �iETAL MESH. (3) 2'0 HOIFS PER 4fNT
<br /> ROOF{GROUND SNOW) 25 PSF 10 PSF 35 PSF � � �{ ��p �, BLOCK = 7.0 SQ. IN. I�T AREA (74Xj. LOCATE VENT
<br /> UN�IHA81TABl.E AT11CS - NO STaRAGE 10 PSF 10 PSF 24 PSF BIOp(S AT CORNERS d� EVENLY BETWEEN FOR ATfICS.
<br /> UN�IHABITABLE ATTICS - IJI�ITED STORAGE 20 PSF 10 PSF 30 PSF INSTALL VENT �OCK EA RAFTER SPACE FOR
<br /> Hneirae� Arncs a� Arna ./ �zEo sTa�s �o � �o Ps� � P� E L E C TR I C A L L E G E N D ��ESS WINDOWS PER R310 can���. Roa�s. THE MINII�UN NET FREE
<br /> BALCONIES (EXTERI4R) ANO �q(S 60 PSF 10 PSF 70 PSF PRffA6. ENqNEERED ROOF TRUSSES � �(,�ICY ESCAPE A�D �JE OPENMIGS SHALI. NA4E A VEPIT1LATfNG AREA SHALL BE i/1� OF iHE AREA OF
<br /> FlRE ESCAPES 40 PSF
<br /> A 24'0%(U.N.O.) S�IOKE AIJIRN PER R314 AS AIiENOFD dt US1ED PER UL 217 HEIfHT OF NOT t�IORE 1HAN 44 INCNES YEASURED FROM TNE VENTEO SPACE. EKCEPiION: iHE MINIMU�1 NET
<br /> GUARORAILS ANORAILS 200 LBS AT TOP ANY DIRECTION � AND NFPA 72 SMQI�ALARI�IS TO BE PROVIDED N t�M� iHE FN�NSHED Fl.00R TO 1HE BQ1T011 OF iHE CLEAR FREE VENTIIAiION AREA SHALL BE 1/300 OF THE
<br /> /H ROOF�IIG PER PLAN O DMEWNG UNII'S, APD IMiERE AL1FRAilONS, REPAIRS OR OPENNG. E11ERGalCY�11PE AND RESq1E OPENNGS y��p SpACE PR01ADE0 1HE FOI.LOWING t�N01TI0N
<br /> GUAR�tAILS IN-FlLL 50 LBS APPLIED TO 1 SQ. FL ppQ�IpNS REQUPoNG A pERM(T pCCUR, pR� prE pR SHALL HAVE A i�lNiNll�i I�T CIEAR OPE?NNG OF 5.7 IS NET: AT LEAST 40X ANO NOT M10RE THAN 50%
<br /> PASSEN(�R VENIqiLE GARAGES 50 PSf tF ELEVATED 2,000 LB PT. YNND BAFFtE wj 1' MIN. AIR SPACE I�iORE SLEEPING IANTS ARE ADDED OR CREAIED �i DOSiN6 9QU/IRE FEET 5.0 S.F. AT GRADE FLOOR iFF�ANN�iUAI pF hIE REWIRED VENIILATING hREA IS PROVIDEO 8Y
<br /> V )
<br /> ROO�+�iS 01}�R THMI SLEEPING ROOi1S 40 PSF 10 PSF 50 PSF ^o Sf�iPSON H2.5A OR H1 EAqi DW�IGS. W�ORI( NV�p..VING 71�D(lERIOR SI�FAt�.S OF Tf� NET CLEAR HEIfiF(T SFIN.L� 241NCNES, iF�
<br /> �� 12 iRUSS TO TOP PUIES �� � NISTALLAl10N, AL1ERAlION OR REPI�tS OF i�IMUM1 NET qEAR OPENNG wD1H SHAtI�20 NCI�S, � A T 1 1C�d RL R A F I E R S P A C E. U P P E R Y E N T I�T O R S
<br /> SIEEPING ROOI�iS 30 PSF 10 PSF 40 PSF P L U M B�i G� E i E C 1 Po C A l.O R M E t�I A l N C A t S Y 5 I E I�S A(� E�1 1 P T A N D E 1�E(i G Q I C Y E S C A P E M D R E S C I I E O P Q I I N G S S H A L L�
<br /> STAIRS 40 PSF 10 PSF 50 PSF SEE 2x S� 1iENT BLOCK � � (�q(���Q�$ pF � ��, $Mp� p� pp�tq�q�� �{� pF �{E kppy I�p�� SHALL BE LOCAIED NO AIORE iHAN 3 FEET BELOW
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. PROWDE N0. 4 VERTICAL R-4 9 I N S U L P� r/ S I A I P S O N R B C A 4 8'0% T O 8 E N I E R C Q M l E C 1 E D IX C E P T� A L 1 E R A l 1 0 N S O R U S E O F 1(E Y S, T O O L S O R S P E q A L I Q i O w I ID(�. T H E R I O G E O R H I G H E S T P q N T O F T H E �A C E
<br /> CqVTINUOUS �64 HaRIZ. BAR S� sARS AT A SPAqNG NOT TO TOP PLATES REPARS 00 NQT E�OSE llf SiRUC1URE Ut1E5S 1HERE IS YEASUIi�'1 VERTICALLY, VNTH T1iE BALANCE OF THE o
<br /> Al1 B E A M S, GIROERS, HEADER S, RAFTER S, dc JOISTS TO 8E HEM FlR N0. 2 OR MqV. EX(�E[NNG 48 INCHES. �� �� �� S� /W A T i 1 C� C R A N L S P A C E Q R B A S E I I E N T A V A I L A B L E F O R ��
<br /> T O B E I O C A T E O 6" �L O W RE S I S T A N T G w B 8 d G A L Y. 0 6'0% R E Q U�t E D V E N i 1 l A l 1 0 N P R O M D E O B Y E A V E O R �r-
<br /> BETTER AS N01ED ON PLANS. GLUED LMI�IAIED ilNBERS SHIU1 8E I�ANUFACTURED IRC R404.�.4.2 ACCESS. SIIOKE ALARIIS ARE TO 8E POMERm BY 1HE LANOINGS & STAIRS AT EXT. DOORS R311.3 � W�
<br /> TOP OF WALL (DIAPFI. TO T(� PLS.) CORPUCE VENTS. 1MiERE 1HE LOCATION OF WALL OR �n?
<br /> d c I D E N T 1 f 1 E D A S R E Q U I R E D �i A I T C A 1 9 0.1 d c A S T N 0 3 7 3 7. 2-2 x 6 T O P P L A T E S B U I L D N G I M R I N G M I 1 H B A T I II t Y B A C K U P. B A T 1 II t Y P O I�R I S 3 T H E R E S H q L L B E A L A(�I N G O R F L O O R O N E A C H S�Q E Q F Q ��
<br /> UP SPtJCES 4$" AllOYA'D N� wCl}IOUT CONIIERGAL PONER OR IM#�t R O O F F R A I I H V G N E A I B E R S C O N F U C T S W 1 T H 1}�
<br /> EACN EX1ERfOR DOOR. � 1MDTH OF iHE W�IOING SHALL
<br /> � z NVSTALLATIaN Of UPPER VENTIUTORS, INSTALLATION �-"3
<br /> PLYW000 �VQEX CD. ROOF k SI�FLaOR SHEATHWG PER TABLE R503.21.1(i). �g� qrSTALLED PER R314.22 SNOItE DElECTQRS SHAL� NOT� LESS iHAN T}� O�R SERVED. EVERY LAN�NG �IpRE THAN 3 FEET BELOW THE RIDGE OR NIGHEST Q �
<br /> WALL SHEATHING PER TABLE R602 3(3) & R602.3(4). SHEATHING FASTEIiERS PER � 4x HEADER PER PLAN. �2b GA. (�NL �$'(� ►,�p T L.E S S i H A N 3 f T H O R I Z O N T A L L Y F R O M I 'i F� EE �
<br /> TABLES R602.3(1) dc (2). A GRApE °O 2' R-10 FQAM BOARD � � �U�. �� S H A L L H A V E A Y I N I Y U M ��i E N S t O N O f 3 6 I N T H E �W
<br /> DOOR UR OPEN�IG OF A BAIHROOM THAT OONTNNS A iU6 POINT OF iHE SPACE SNAIl 8E PER�IITTEQ. �
<br /> I , - - _ TYPICAL FASqA D�tECTION OF TRAVEL. THE SLOPE SNALL NOT EXCEED 2X. ��
<br /> STRUCiURAI MEM�R FASTENERS PER T�IBI.E R6023(t)• Ip =1 I 1=1 I�- INSUUITION REQUIf�ED. _ OR SHONFR R314 ION�Jt110N ShiaKE AIJ�(iMIS SHALL NOT EAVE BAFFLES: '� Q�.•.�
<br /> 111=11� • �DING PER ELEY. 0 TYPE i5 � w�� � 11�� � ��ZONTALLY FROkI A LANDINGS AT REQUIRED EGRESS DOORS SHALL NOT BE FOR AIR PERMEABIE INSULATIONS IN VENTEO ATi1CS, � � �
<br /> WOOD IN COMTACT 1M1N CONCRETE, NEAR GROUND, OR W(30D EX('4SE0 TO NEATHER TO �4 8AR W/ � -�� � ��2 �•w•�• MORE 1HAN 11� LONER 1HAN 1HE TOP OF 1HE 1HRESHOLD. A BAFFLE SHALL BE INSTALLED AQJACENT TO SOFFlT z
<br /> X 12d AIININUM i'� FELT OR WATERPR PERMUNENILY M+ISTAl1FD COOItING MPLIANCE. IONIUTION oo�
<br /> BE PRESSURE 1REAiED OR NAIURALLY OURABLE MIOOD PER R317. < 8` I 4 m ROOF R-21 INSULATION BUa.01NG PAPER S�IUKE ALARIIS IMiH AN ALAWI-SILENf�N6 SMITCH SNALL N a
<br /> � EXCEPTI((M�: TNE LANDMIG dN THE EXTERi4R SlOE StiALL BE {W D E A V E V E N 1'S. B A f F L E S S H A L L Y A I N T A I N A N c v v i
<br /> � H O W Z O N T A L " t�i N N• < � N A I I K R A f T P A P E R F A C E T O F R E E N O T B E�i S i A I J.E D L E S S 1 H A N 1 0 F f H O l�Z U N T A L L Y f R 0 6 1 1 A
<br /> C O N C R E T E � RFB A R: " E X T f N S I Q N 3 ��. � Q � �' T-1-11 PLYVYD OR 7�' COX NOT MqtE THAN 7�' �LOW iF� TOP OF Tl� TF�2ESHOLD OPENING EWAL OR GREATER THAN THE SIZE OF THE X o z
<br /> � „ > E O G E a F S 1 U 0 O R P R O W� 4 M I L PE1�IANQl1LY NSiAIlED Wq�iG MPtJANCE. PHOTO
<br /> � 4 i PERF. o J PLYINOOD SHTG OR i�i e" O.S.B. P R O Y I D E D i H E D O O R �E S N O T S�M N G O V E R 1 H E U 1 N�N G. " F-�
<br /> �- STQ. HOOK � ,,, V A P O R B A R R I E R � � E L E C I R I C S M 0 1(E A I.A R N S: S H A I J.N O T��I S T N I ID L E S S V E NT. T H E B A f Fl.E S H A L L�X i E N D O Y E R 1 H E T O P O F ��
<br /> �.STM A706. WALL REBAR SHALL BE PLACED NO F T G. �A I N � N A I L 8 d 6 O.C. E D G E, 1 2 T H A N 6 F T H O R I Z O N T A L L Y F R O N A P E T 2 1 i A 1�E N A Y I N S T M 1 E D i H E A T T I C I N S U L A T 1 0 N. T H E B A f F L E S H A I I B E 0
<br /> CIOSER TO iHE OUTS�E FACE THAN J�i}� WALL 1HI(�(NESS. REBAR C{)4ER PER Aq � HHERE EXtEPoOR IANDIN6S SERVING 11iE REQUiREO EGRESS �
<br /> IN GR AVEL � � O.C. FIELD OR PER ENGINEER S COOIqNG APPUMN�. R314. P E R A l I 1 T E D T O 8 E A N Y S O 1 1 0 M A T E R I A L (� �o
<br /> 3 1 8. f 0 0 1�I G S T O B E A R O N 1 5 0 0 P S F t d�l A�1 1 1 1 U N D I S i U R 8 E 0 S q L C O N(�E T E T O B E ' DOOR ARE NOT AT GRADE, THEY SHALL� PR4NDE0 WITH �
<br /> R405.1 z S.W. SCHEDULE WSEC.R4U2.2.3 c.,
<br /> MNI�NUM f c = 2500 PSI A 28 DAYS (3,000 PSI fOR GARAGE JCARPORT SLABS, n � � �p �� ��� � R�5 � �� � �� A RAMP (R311.8) OR STAIRWAY tR311.7) TO GRADE.
<br /> EXIERIOR PATIO SLABS ON GRA�, dc YY[ATHER EXPOSED BASaIENT, FOUNDATI(lN WAl1S, 2" °� • 2x6 STUDS � 16 O.C. 2 x 6 B A S E P I A T E. ❑ P E R U L 2 0 3 4. �A l I O N C A R�N I�O N O J O D E S N O K E
<br /> z � °O 2x6 PRESS. TRTD. S1lL PLATE W/ ALARIIS SIiALL BE LIST@ N AOOORDANCE w[UL 2034 AND DOORS O1HER THAN 1HE REQUIRED EGRESS DQOR SHALL HO USE ATT1C
<br /> PORl�1ES, A N D S 1 E P S W/ 5 7 i-7 X A f t EN i R A A V 1 I E N T). 6 1 1 N I M U�1 O E S I G N EQUI V. F 1 U 1 0 �N. ha � }1¢ A.B. � 48' O.C. OR PER UL 217. 1�.5TALL OUT'S�E OF EACFI SfPARATE SLEEWNG BE PRONDEO iMTH LANDINGS NOT MORE THAN 7�° BEIOW
<br /> PRES�IRE = 35 PCF OR PER SO�S ANILYSfS. It �,� 4" CONC. SLAB 0/ 6 Mll �� � �A� �� ��� � � AREA = 480 SF
<br /> PU1N dc BT►�kl. 41t�' & i2' OF 1HE TOP OF 11� 1HRESHOID. EXCEPTIt1M: A TOP LANOING
<br /> � �,,l,� ;� � . � POLY BARRIER 0/ POROUS Sill ENDS. EMBED 7' MINIMUM. fACH LfVEt QF Tlf QMiE1LNG At� �1 ACCORDMICE MI1N IS N4T REWIRED I�FiERE A STA�iWAY OF NOT AIO(� 11iAN 4$0: 300= 1.6 Sf VENTiLATION RE�'D
<br /> FlLL COMPTA. TO 95� MIN. INSTALL 3x3�' PLATE WASHERS. � �����5 RE�AlIONS N�ER� A FUfL TMYO RISERS IS LOCATED ON 1HE EXiII80R SI� PROVIQEQ Ld1�ER FART OF AT11C:
<br /> USP STRUCNRAL CONNECTORS Of [4U(VALENT STRENGTH NAY BE IF FOOTiN6 POUI�EO SEPARATELY, BURNNG JIPPIJMICE IS LOCAlED NI1HN A BEDROOAI OR fIS THE OOOR OOES NOT SWING OVER THE STNRWAY. INSTALL 18 VENT BLQCKS� A .0492 Sf NET EA. _
<br /> 2) CONTIN. #4 HaRIZ.
<br /> SUBSTITUTED FOR SIMPSON HaLDOWMS, STRAPS, ANO CONNECTORS PROVIDE �4 BAR 48' O.C. MAX. AR 3'-4" FROM BOT. �� ` ' ` � " � ATTACNm BAIFROOM� A CAI�ON h10NOlUDE ALARiI SHJW. 0.89 � NET
<br /> � � FlNISHED GRAOE SLOPEO FOR � �y�� �� � �. �� ��� STORAI AND SCREErt DOORS �IALL 8E PERAiITTEO TO SVNNG UPPER PART Of ATTIC:
<br /> WITH STD. HOOK. EXTEND TO 3' 4f FTG. ,��-i�i,=i� ..,, ,�,� 6" AIIN. FALL tMTHIN tU' OR q�g g��� � p�Y pp� � � 04ER EXIERIOR STNRS AND LANDINGS. INSTALL 2 Af50 ROOF VENTS @.347 Sf NET EA. _
<br /> qR. FRUhi BOT. OF FTG. ROTATE ' ° ��!��n�i n a ui�i
<br /> ROOFING: HORIZ EXTENSION PAR L T4 1,-0� NIN. 1 STaRY '��'�,", !, ���'-' �, z BULDNG M�RING �11H BATtERY BAq(UP. CARBON YONObDE D.69 SF NET
<br /> R-10 Poq0 W.P. INSULATION ���� SWALE OR ORAIN.
<br /> � 1-3 MfN. 2 STORY �_���=� ��. i
<br /> 1�,,FOR PROPER CONC. COVER. t'-11' NIN. 3 STORY RETURN 2'-0 8Aq( UNOER '_�! �� . - � � I1�IS I�UY�@AT1QtY PON�ED qi BUN.D�G51M1FIOUT SLAB INSULATIQN TQTAL VENIING PROV�EQ: 1.5$SF
<br /> O CONPQSITI�N ROOF: 0/ NOt�ERfD. 11P[ 15 FELT. NNL n/(4) GALV. SLAB PERIMETER. 1HERMAL O � R0� ORAIN 4 11GHTllNE ��-� � � �� ��� � y�{�E SLAB IS 24' OR LESS BEt.OW FlMSHED EXTERIOR PORCH ATTIC
<br /> F A S T N'R P E R E A P I ECE 0/ 1/2' COX PLYYD SHTG. aR E Q U IV. M/ 1/2' CCX �1 t O Q F O R A I N T O H E S E P A R A I E F R O M �'O U N D A I t O N D R A I N �2EAK AT SLAB EDGE. SEPARATE FROM FTG. �AIN ��� ��� �����2� � (��p E EX i E I� R-10 MSULATION FQR A TOTAL OF 24
<br /> A 0���. 3 6' 3' 4'0 PERF PIPE IN � CONINIUOUS OPERAiION t)DYI�IAiION SPOT AND N�iOIE HOUSE INCMES Elil#R VERII�ALLY OR A COM8INATIUN aF' �A = 120 S'F
<br /> P L A I N C O N C. F N D. D E T A I L , , WASHED GRAVEL. � � �wsr�x �ao �, �c w��o�.�.4, �c 2ms ns yER11C/W„Y l� HOPoZONTALLY AROUNQ THE EN11fiE �20: ��o= 0.8 SF VENT1LAl10N REQ'o
<br /> OO ROOF SHTG. TO BE NAILED r/ 8d 0 6'OC EDGES d� 12" OC FlQD - �_p C�INECT TO APPROVED NIENDFD. SEE NIiQLE NOUSE VETIilU110N NOlES ON qr-(�/� p���ETER. INSTALL WATER-RESISTANT L4WER PART �F ATTIC:
<br /> U��p. SEISMIC ZONE "0' SCALE: X�' = 1'-U' DISCHARGE 11ECFIAtqCM.SIfFf FUR SI�IG FOR�IIIJ� REQURE�l15 dc INSULATION NAIERIAL �IANUFACTUREO FOR THIS PURPO�. INSTALL 6 VENT BLO(y(S* � .0492 SF NET EA. _
<br /> �� �� ���� ������ � INSTAU. A COVER FlASHING UR PARqNG TO PROTECT THE 0.3 Sf NET /�
<br /> 0 N E S TCJ R Y S E C TI 0 N THE CaN1RaL iHAT READS 'M4�LE HWSE VENiILAil01V (SEE INSl�A110N fRON MOISIURE AND PHYSICAL DMiAGE ABOVE UPPER PART OF ATfIC: L
<br /> WHERE SCALE: ���=1'-0'� �����S�� 2015 IRC Y �50�'3.2 GRADE- MNNTAM! A THERMAL BREAK AT THE EOGE aF A lNSTALL 2 AF50 ROQF VENTS 0.347 SF NET EA. _ �F
<br /> APPLICABLE 50 � 50 CFl�I I�J. DWAUSi FAN - VENT TO EXIQ�OR. T�+BN�61UST�NST RUN t�N�ll�tl�tl��i0�� �T`� �OTAL V�NTING PROVIDED: 0.99 SF
<br /> ��������� ��� ������ 3
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