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GENERAL AtQTES � W
<br /> 2X8 PT LEC7GER AT�IUALL WITH 112 X 4" t �
<br /> ALL C4NSTRUCTfQN SHALL CC1P�IPLY WITH THE 2QO�J STAGGERECI LAG BOLTS AT�8"OG INTt�RIM W �-�`
<br /> INTERNRTI�fVAL RESI�ENTIAL CC}DE,2009 IPtTERNATIQNAL JOIST. LAG BOLTS SNALL BE 2"FROM TOP QR C� �
<br /> BUILDING CODE,AND TNE 24Q9 WASHI�JGTON STATE ENERGY BOTTc�Nt ANQ 2°TQ 5"FROM ENDS QF LEDGER —.I � �
<br /> CQDE.
<br /> SIDIt�JG � --� W
<br /> R-4082 (4NAC 51-51}UNDERFLOOR VENTILATIOPJ REQUIRES 1 SQ y�� m � �
<br /> FT OF NET FREE CR�SS�/ENTILATIt�R!FOR EACH 300 SQ Fi OF �. METAL FLP,SHING
<br /> UNDERFLOOR,�REA GOVERED. //
<br /> I �-7
<br /> R-408.4 UPlDERFLC�t�R ACCEBS: MINIMUM 18°X 24°CLEAR UPSTAT�:EPIGr�TM'�;r.�,�3E�.ViCE5
<br /> AGCESS THRQUGN FLOOR,fuI1N 15"X 24"THRQUGN EXT WALL. pO�flX 953 iY;�:�'/0��,6�/A 9Rtk1b
<br /> (20�28U-4715 U-�^°�+ , �+��;x(�gm3il.com .
<br /> ft-317.1 �NQQ➢ FLOQR JOIST CLOSER THAN 18"A(�D WQtJD ` �'j'jZ[J�'j`{J��/��,�:�'t�j�j�iJ
<br /> GiRDERS CLOSER THAN 12"FROM THE EXPCjSED GROUt�lD MUST THI�DRAWING Fi��L�'n�i I�LVII;�VF,U `
<br /> BE PRESSURE TREATED. ~� � (v1STG2$dR{2)HTT4 .�0�STRUG"PUI��.z��,.^�:';ar.ilE,�d'f�OfiTL
<br /> AT TWO LOCATIONS TQ PExTFF�ATrac��1F�rrE:zarmio�
<br /> R-806.2 ATTIG VENTILA,TION REQUIRES 1 St2 FT OF NET FREE CONNECT FL04R CALCLiLnTTr��!^
<br /> � .�_
<br /> CROSS VENTILATION F�R EACH 150 SQ FT OF ATTlC AREA. DfAPHRAGM�O QECK JQISTS -��#: ' �.J�'U:� D��°� �I-
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<br /> �iII�4VEi7 B�Y: ��� Q
<br /> R-807 ATTIC ACCESS REQU[RES 22"X 34"Pv�iN GLE?,R OPEt�lING W �OID WZTHOU2 o�?�T��a�rcrrA�rva� �
<br /> A READELY ACCESSIBLE AREA.30"MIN HEADROOM,INSULATE � _ o�a xF sT�P irrx oT xEo �
<br /> q�Jp WFATHERSTRIP �
<br /> 2X6 RAIL �
<br /> �.t7
<br /> R-310 EGF€ESS OPENINGS SHALL HAVE A SlLL HEIGHT QF NOT �
<br /> MOftE THAN 44"ABOVE THE FLC�OR�1VITH A MIN OF 5.7 SQUARE SEE LEDGER 2X2 WOOD {v O
<br /> FEET,A MIP!WIDTH OF 20"AND A M1t�1 HEiGHT OF 24". DETAILS PICKETS AT 5"OC � �
<br /> ABOVE ,,�
<br /> FZ-3'[4.3 INTERCONNECTED SMOKE A�ARNiS SHALL BE INSTALLED ROOFING MATERIAL TO BE �
<br /> MID ROOF°UNDER SHINGLE"VENTING TO 7f16"t?SB RQOF CpMPC}S(TION QVER 3QLB �ELT �
<br /> W EACH SLEEPING ROOM, IN THE IMMEDIATE VICIiVITY OUTSEQE 5l�X4 W�?OD DECKING WITH PROVIDE LC?V1+'ER ATTIC VEt4TILATION. SHEATHING.SD AT 6" �
<br /> EACH SLEEPENG AREA AN�ON EACN STORY. (2y 8Q AT EACH,�OIST � � i �, �
<br /> ,,s C7C AT EDGES AND 3
<br /> \ '' � 12"4C AT FIELD \`'��` / U
<br /> R315.1 CARBON tV10NQXIDE ALAftMS SHALL BE INSTALLED 2X$PT JQIST 2X B�KS � �
<br /> OUTSIC}E EACH S�EEPING AREA lN THE IM(VIEQIATE VICWITY C3F ROQF TO TQP PL?,TE �' � �
<br /> THE BEDRQOMS. 2X8 RIPA n{"}n CONNECTION PER ., �
<br /> 5/4 X 4 DIAGONAL 2'MAX � " } 1 h ! � SNd SCFEEDULE � Q
<br /> R-308.4 BAFETY G�ING IS REQUERED AT ENGLOSURES F�fZ gRACE FROkVI - � �� �'
<br /> T118S APJD SHOWER�AND WHEN PLACED WITHIN 24"ARC OF BEAM TO U�/ALL �
<br /> EITHER VERTlGAL EC�GE OF DOOR AND GLAZING IS LESS THAN � 4��p PT BEAM WITH �
<br /> 60"ABOVE FLOOR. 12"MAX CANTILEVER �
<br /> 5(4X4 CLEATS INSULATION BA�FLE WITH 1" �
<br /> NI-1503 RANGE HQQD SHALL DISCHARGE TO THE(?UTDOQF2S EACH SlDE �U�R RC3STS VEt�TEQ 2X ` ��(��AIR SPAGE TO EXTEND
<br /> THftOUGH A 81NGLE WALL DUGT THE DUCT SERVING THE HOOD SOLID TIGFiT FITTING � BLC?CKI(�G � TQ 12"VERT(GALLY t�BOVE
<br /> SH,'aLL HaVE A SMQOTN INTEFiIOR SURFAGE,SHALL BE AER TIGHT BLf�CKIt�lG(NO VENTS) � HEADER INSULATIdN .
<br /> AND SHALL 8E EQUIPPED WITH A BACKdRAF7 QAMPER. 4X4 PT POST 12�12 � PER PLAN ' �`- C\I
<br /> 6X6 FOR P�ST �Q��R�-�E 2X6 WALL � �
<br /> R3'k9.1 BUILDENGS SHALL HAVE APPF2QVED ADDRESB NUMBERS. ��ER°�4 FT F��-���� 12„ (�IOTE: GABLE ENQB THAT ARE DIftECTLY UP AGAINST SHEATHING FRAP�}ING Q
<br /> PER SW �,T 16"�C Q C�,(
<br /> MW SlZE 4 IN WITH 1/2 IN STROKE AND GO��TRASTING BELOW GRA�E 5 FT�ETBACK SHALL HAVE NC?GABLE VEPlTS. SCHEDULE �`
<br /> BACKGR(�UND AR1D VESIBLE FROtv1 STREET. C\I f`..
<br /> DESIGN CRETERIA 8 X 1 a TYPICAL DECK SECTiON �2 RC)C)F QVERHAN� INTRUDING 1NTC� �,� TY�ICAL RC)OF TU WALL � �
<br /> �� 5 FT PROPEFZTY LINE SETBAGI� AND HEADEFt SECT10N
<br /> ��
<br /> FLOOR�IVE LOAQ 40-FLOOR DEA�LOAD 1Q Z Q
<br /> ROOF LIVE LOAD 25-Rt�OF DEAC� LOAD 15 � �}
<br /> +J+JIND SPEED 85-SEESMIC CAT. D THE GREATEST RlSER HEEGHT�NITHIN ANY $D NAILS AT 6'°QC PERI�IETER PIAILING TO SOLID '``• �
<br /> � FLIGFiT OF S3AIRS SHALL NOT EXCEED THE PlAfLING TO LEDGER PARALLEL f�R BLOGKING.SPACIPIG � �
<br /> SMALLES�"BY MQRE THAN 3f8"' PERPENDICULAR W
<br /> � ROOF FRAPr11NG DOUBLE JOIST AT EACH STRAP PER �'ER PERIMETER BASEPLATE NAlLING C�
<br /> TIc;HT�IT SC)Ll0 PLAN WITH ECIUAL NUMBER OF NAILIPIG OF FLOOR PER SW SCHEDULE � �
<br /> HANDRAIL 34-38" � P`/11N NEAD GLEARANCE g�Q��{��G � � NAILB TO VVALL F�AMING AN�JOfSTS. DEAPHRAGP�1
<br /> TO BE 6'-8" r_ W
<br /> 1l2'"ANCHOft BOLTs AT #4 VERTICAL AT 4���OC. ABouE STAIR NOSE �y - - - -� �u� - - DO NOT�lAIL INTC7 END GRAIN. � �.._
<br /> 72"OC WITH 7"MIN [NTd EXTEND 14"INTO STEM � ST,�Ift TREAQ ���`''"-��� 3/4"FL4QR � �
<br /> � BASEPLATE NAILlNG
<br /> STEiut WALL.2 BOLTS WALL AND 3" INTQ //' PER R-311.5.3 � \ `�-� FLOOft TO TOP PLYWOOD � �
<br /> MItV PER SILL PLATE � � PER S N SGHEDULE \ � 314"FLOOft ��
<br /> F4C3TING WITH PLATE CON4�JECTION
<br /> �fVITH A MAX 12"A�lQ STA�IDARD N44K. 1X8 RISER ,` �� FLQC?R JOISTS
<br /> PER S�l�!SCF{EDULE � ��
<br /> t�! �- �/ PLYWOOD
<br /> M!N 3.5"FROM EACH - �``� 2X LEaGER,BLOCK,
<br /> � 2X12 STRINGERB(3) �v. SHEARWALL PER RAFTER QR TRUSS WITH �ASEPLATE ` `
<br /> END.VUASHEE�TO BE � MECHAi�iCAL SCHEDULE (2}16D TO EACH STUD NAILING J f�� ��_�^�� FLOC3R JQIST r=LOOR JC�IST
<br /> 3X3X 1!4"M14�I. r���� PER SW PER PLAN
<br /> � � C4N(�IECTlON , � PER PLAi�t
<br /> MIN RUN 10" FLOOft TO STAIRS � SCHEDULE �
<br /> ���. �:a'` MAX RISE 7 3i4" � FLOOR JQIST �PERIMETER NAILS RINi JO(ST � -���
<br /> 1/2"GW8 UNDER STAlF�S PER SV�I S�FiEDkJLE FLOOR TO TOP f ~`'�� LO�NER YVALL TOP
<br /> � UNBALANGED � WALL FRAPvIWG 4R PLATE CONI�IECTION RIM JOIST PLATE C}R MUDSILL
<br /> I I I—I ;�. �1:�' BACKFILL MUST � 2X DRAFT STOP BLOGKIi�G �
<br /> —I I I—I I I ' NOT EXCEED 4 FT 5EE DETAIL{B2)FI�R STRAP BEAM OR MUDS(LL PER SW SCHEDULE /'�'1
<br /> BE�"WEEN STUDS ���(�ECTION:IF APPLICABLE PER PLAf� � -
<br /> I I I—I I I—I�:' ; - �ND MUST NOT
<br /> I=� I I=I I I ��:` ; ; _ BE�R�ATER � �x�sTiFF�c�E� TYPIGAL PARALLEL OI� � TYPICAL �A�ITILEVER
<br /> �) I I=I I I—I� - " " T"A���°�� � f 1�2 1 N I T H S H E A R T R A N S F E R — TYPICAL SECQND (f}
<br /> � SLOPE PERP�NDICULAR LQW�l� �
<br /> I=I I I=I I I ��. :�;_ B 4 TYPICAL STAIR SECTION g� �. B� FL04R JC�IST �ECT1C?N
<br /> I I I—I I I—I � � a ��o F T c� w A L L c o��v�c T l a N ��
<br /> STEM WALL T4 � �
<br /> I—I I I=I I I � : °_' �a,,E N,I� 1 �AT
<br /> � I I I—I I I—I'' �' TQP AND BQTTOM -�-�
<br /> = I—I I I—I I I e'.: :• SOLID OR I-,��IST 1/2"ANCHOft BflLTS AT 72"QC ' � ��
<br /> c�� _ _ 3/4"SUBFLOOR NAILED WITH 8D AT 6" gL�CK1NG PER PLAN WITH 7"Ml[�I IhJTO STEM WALL. 1/2'"ANCHOR B�LTS AT 72"OG BASEPLATE N?,ILIitIG 112"ANCHOR B�LTS AT\7�'�,'QC �
<br /> � I II—I I I—I ' n � # '
<br /> �� � — I OC AT EDGES ANQ 12"OC AT FIELD 2 B�LTS MIN PER SILL PLATE WITH 7"MIN WTC3 STEM WALL.
<br /> � "—I I I—I I I � � '� � WITH A M;aX 12"AND MIN 3.5" 4"CONCRETE SLAB 2 BOLTS MIN PER SILL PLATE �UERTIC�,�AT PER SW BGHEDULE �NiTH 7"MiP! ENTd STEM NfALL. W
<br /> � I I I—I I I—I � = I I— <n F L O O R J 4(S T �NITH A MAX 92"ARID NIIN 3.5" 48"OC.EXTEND 2 B fl L T S M I N P E R S I L L P L A T E � �
<br /> � � � � RER PLAN FR�Ni EACN END.WASHER TO FROM EACH END.�NaSHER TrJ 14��lNTO STEM ��-�QR TO TOP U�JITH A MAX 12"AND MI��3.5" � �
<br /> x I—I I I—I I I :.' �;. I I �-ti-` BE 3X3X 1/4"MIN. �4 VERTICAL AT 48" PLATE CONNE�TION FROM EACH END.WASHER TQ
<br /> ¢ I I I—I I I—I "i4 �.: I I I I I— BEA(vf PER PLAN 5I4X4 CLEATS EACH SIDE � OC.EXTEND 94" BE 3X3X 1/4"MIN. ti PER SW SCHE�ULE BE 3X3X 1/4"P!lIN.
<br /> � � 1VALL AND 3" INTQ
<br /> I—I I I—I I I - �' I � I—I I I— `�' INTt7 STEM WALL � FOOTING�NITH l � � -
<br /> I I I—I I I I:•-' �. I I�I I I=I I I= 4X4 PQST � Mlf�901b�ELT OR PRESSURE AND 3"INTQ PRESSURE � �
<br /> �\ �/PT POST ST�NDARD HOOK. PRESSURE �
<br /> I—I I I—I I I •: �'' I I I—I I I—I I I 6 NllL BLACK VAPQR � TREATED � � FOOTING WITH TREATED TftE�TED '� � (`�
<br /> BARRIER THRQUGHQUT \ PRQVIDE A23 POSITIVE MUDSILL TYPICAL ���a / BTANDARD HOOK. N1UDS[LL TYPICAI FLOOR J09ST f�,�,
<br /> I I I=I I I=I .:; :�.: I=I I I=I I I=I I I=_ CRAVUL SPACE �,/CC�Nt�ECTION / �=� \�'° 4"CONCRETE SLAB �nUDSILL TYPICAL �� , — � �,
<br /> I I I I I I I I I I I I I—I I I—I I I— " . �VER�►CA�AT
<br /> � '`�-...� y zD .. z X z�- �( .Z 1 . .'�, z� • zX 4$ QG.EXTFE�lD �
<br /> I I I—I I I—I j7; I I—I I I—I I I—I I I—I I I �� � �� �� z x - z � zz ��"f�-�-�ST��
<br /> '' 12"Mli�l REQUIREQ . � . STEM VVALL 11 I I—'- ' YI 1—I I �� STE�1 WALL — _ I a /� STE14111VALL ��
<br /> � I I I�I I I .FI I I—I I I=I I I=I I I=I i _ _ _ � I _ �/�.LL ANQ�"IN�-O �
<br /> — — BET�NEEN BEAM '� �, TC3 HAVE �� ,y� �-� TO HAVE � � � > ��,I r;� I TQ HAVE _—I I I . . .-7 /
<br /> I I I—I I I—I I I—I I ANQ GRC?UND. 18" - - =fT�—�T MIN '( #4 AT ��I �= I I :_ �: I—I I I—I I � `� �����$�-A�� MfN 1 #4 AT - �` FOOTING WITH
<br /> �r11N 1 "�AT - ,�!11.—I I.�:.:I I I—I`�I � -�� —.- ` ,T �fi STANQARD H04K. �
<br /> `�' I I I I=I I I—I I I—I MiN ftEQUlREd I—I I I I I I—I I�I I I—I I I—I I I TOP AND = $ I I =I I I TQP AND � — i� I� V�1POR BARRiER TOP AND �I I � �
<br /> �T . , I I I�A L I�S D E SI G N D B�TWEEN JQISTS FI I I=I I I—I I I �, I I I=I I BOTTOM � BC?TTOM �, _- >,. R-1 0 R I G I D � — I I I—
<br /> -�- � �-�I I I— I;,I I I, . F I I BOTTQM ;
<br /> -a"_ PEft R4Q4.1.4 WITH AND GRt�UNQ. — � �I I I, —�� I I—I I ` 'I—I I I�
<br /> � CQNGRETE �— — I- �IT�� — — I INSULATION WITH 4" � ���_;-�
<br /> r-1'-3" � } PAD PER PLAN �° � i q�._ VERT AND 24" ' 6N11L BLACK
<br /> TABLE�04.1.1 5 "' � ���
<br /> �`3" ��-s° HORIZ OR�4"VEftT. r�/( � VAPQft BARRI ER
<br /> FC�UNDATIOIV WALL A4 TYPICAL GRAWL SPACE �� TYPICAL FUU(�QATION (A��} TYPICAL �t3lJNDATIC?N WlTH � TYPICAL FOUNDATIUN TO -
<br /> ��� 4'�6" T4 8' IN HEIGH�. �� BEAM SECTION � AT GARAGE FLG�R \ �l1 INSULATED SLAB FLQOR �,�'� FL(JC}R ,JOIST SECTIUN
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