310 OLYMPIC BLVD 2019 Plans 2022-12-06

� � � < �zm w �„ z �� m� � �Z ro� Z �� 0 0 J �J � 4 my W� �V � �.tJ C.)� .� �"' 1'�N a � N 00 = N� Z� • 26 GA. FLASFdNG dc COUNTER-FLASF�NG. F� 2x6 t�1R8 TO EXiEP� 4 MIN. ABOVE ~ �� E� ROOF(SELF-FLASHING PERA�TIEO FOR � � g PITqiES �12 OR (�iEATER P£R 61FGR. � � o�r', '�iW' INSTAU.AiION INSIRUCIIUNS) � '- 8d �6' O.C. 0 2"o%�(U.N.EERED ROOF TRUSSES PREFAB. ENqNEEREO ROOF ROOf SHTHG. TRUSSES 8 24' 4.C. (U.N.O.) 2x6 PoDGE BOA(m TO PLATE� '� ROOFlNG PER PLAN ROOFiNG PER PLAN po p�pg, J�y� �� , IMt� BAFFLE x/1� MIN. NR SPACE WINO BAFFLE W/ 1' MIN. AIR SPACE o� /�� , SIMiPSOM H25A OR Ht EAqi SIMPS(lN H2.5A OR H1 EACH � � 2x4 Hf 12 TRUSS TO TOP PLAiES 12 3-16d R� R-211NSUL / ' �� `�� 1RUSS TO TOP PLATES �`-'o 2x6 VALLEY PLATE �� SEE 2x SCREENEO VENT 8l0(�CC N o �SEE a g 24' O.C.- 2-16d INTO EA. 1RUSS pW�1 • �� •c 2x SCREFNED VENT BLOCK q R-49 INSUL w/SIMPSON R8C 0 4$o% m m PLAN . OYERtRAYING 2x4 FRAAANNG TO TOP PLA1ES W/ S{MPSON RBC 0 48 � FRA 2x4 POST PREFAB. 1RUSSES @ 24'O.C. �IAX � �� 7t SA6 R-4g �NSU�qPOry O.C. TO TOP PLATES �o VER11CAL �24' U.C. RESISTANT GWB 8d G/U.V. 0 6'0% 8d GALV. 0 6° O.C. 2x4 POST 48' O.C. - - - - - 2-2x6 TOP PLATES {OIAPH. TO TOP PLS.} �' 6WB OR SAG � BEYOND - - - - - - N LAP SPLICES 48 RESISTANT}�" GWB �APH. TO TOP PLS.) 26 GA. C�NL 26 GA. CaNT. qRDER TO SAt�E 2x6 PLAIE AT SAYE ANGIE � 4x HEADER PER PLAN. 2-2x6 TOP PLATES �U� 2x6 PUTE AS VN1EY ACROSS SHEAIHING. � 2' R-10 f0AM1 80ARD � P� ��. �� lAP SPLICES 48" PER ��UM. GUTIER �P� 2-i6d TQ EAqi 1RUSS � ��nq,� ��. TYPICAL FASqA iYPICAL FASqA A35 POST PERMITTEO qAZING 11ATERIALS: '�' 4x HEAOER PER PLIW. , 4, SIDING PER EIEV. 0 j ?YPE 15 . SIdING PER ELEY. 0 TYPE PREFAB. TO PLA1E POST DOWN MAY BEAR 1. LAM�lATE� GLASS 12 YAX ABOVE fLOQR � 1/Y G.W.B. FELT 4R WATERPROOF 2 R-10 FOAM BOA� 15 FELT OR WAIERPR00F �� BESMlEE�I TRIfSSES iF 2 EULLY TEMPEREO GLASS z INSULATION REQUIRm. BUIL�NG PAPER 3. HEAT-SIRENGTt�NED (�ASS W AA�II�IG SCREEN R-21 INSt1LAT10N �11t.DNiG PAPfR o Zx6 PLATE IS CQNT�lOUS �� Xt G.W.B. 4. tMREQ GLASS YMTN RETAIN�VG NAII KRAFT PN'ER FA� TO fREE F 5. APPROVED RIGIO PLASTICS EDGE OF STUD OR VAP BARRIER � P YWOOD�S TG OR��Q:.�BX � i w R-21 INSULATION 7 � CUT 12'xt2' t+ENTILAl10N W NAIL KRAFT PAPER FACE TO NAII 8d 6' O.C. EDGE, 12' co o � �, OPENINGS AT 6'-0' O.C. W fREE EDGE OF STUD OR � ¢ � O.C. FlELD OR PER ENpNEER'S CUT 22'x48 ACCESS S.W. SCHEDULE OPEtiiNG BEIVI�EN TRUSSES �' PROVIDE 4 NIL VAPOR BARR�R � '� 2x6 STUOS � 16" Q.C. 2x6 BASE Pl. W/ 16d � 16' 3 m �w O.C. TO JST dc 2-16d EA STUD Q � �' APA T�G OSB �i PLYWD. o W CD INT. Wj EXT. GLUE. NAIL W/ 2x RIM JOIST Wl 3-t6d EA. JSL � HANGER PER EXTENO TRUSS RQOF tOd A 6' O.C. El�ES dc SOLID 2x6 PRESS. TRID. Sill PLATE W/ 1 �BLKG. �c A 10" Q.C. IN FlELD 74"4A.8. 0 48' O.C. OR PER PLAN iRUSS ENGR. SHEAi}NNG 1M10ER dc BTWN. 4}¢" dc 12" OF SILL OVERFR/�NG TO fLQOR JSTS PER PLAN ENOS. EMBEO Y AIINIMUM. ENO OF 1RUSSES INSTALL 3x3x0.229' PLAIE ASHERS. R-30 INSUL W/ YAPOR � �C. . � � FINISHED (�2ADE SLOPEO FOR RETAROER WARM �l� FTG. dc STEA1 �.� 6" MIN. FALL WITHIN 10' OR 18' MIN. CLEARANCE WALL OTI. ''' = z PROVlDE SWALE OR ORAIN. 12' MIN �IIER BEAAiS �: `� :��: � � GRADE -'.`�' � � '- ROOF DRAIN 4' TIGHTIJNE 6 MIL BIAqC POLY BARRIER SEPARATE FROM FT6. ORAIN LAP SPLICES 12' MINII�UM 3 6�� w 4'0 PERF PIPE IN WASHED GRAVEL. ��_p- CONNECT TO APPROVED DISCHARGE ROOF QVERFRAMING DETAIL SKYLIGHT DETAIL SCISSOR TRUSS SECTION ONE STORY SECTION �-�- WFIERE Af�UCABI.E SCALE: X�� = i�-O� WHERE APPUCABLE SCAI.E: �¢' = 1'-0' IMiERE APPt1CABLE SCALE: �" = 1'-O' WHERE APPLICABLE SCAIE: �•-1,_O• a' � M � Qj N i� J� � � m� � � �� M o��i � o� � � �V,J`i � W � GENERAL SPECIFICATIONS: � CaN1RACTOR SHALL VERIFY ALL SITE CaWDIiIONS dc BUILOING OIMEN50NS, �C SHALL fiEPORT ANY VARIATIONS TO 1HE OESI(�VER FUR RESa.U11aN PRIOR TO � CONSTRUCTIaN. MRITTEN �IENSIONS SHALL TAKE PRECEDEN(� OVER SCALED. , CO�S: 2015 INTERNA110NAL RES�ENTIAL CaQE (1RC), 2015 WAStYNGTON STAIE EP�RGY (�OE WSEC), 2015 1�F0(�i PLU1�81NG CaOE{UPC), 2015 INTERNAiIaNAL I�CHA�NCAL OE C� I�IC), AND ALL OTHER APPLICABLE CODES. STRUCTURAL: SEISMIC ZQNE 01/D2 PER FlG. R301.2(2) dc ENGINEERING WIND {EXP. B) BASIC SPEEO: 85 MPH PER FIG. R301.2(4) PROVIDE N0. 4 YERTICAL COMPONENT/CLAODING LOAOS /TABLE R301.2(2) 6" BpRS AT A SPAqNG NOT CONTINUOUS #4 HORIZ BAR �N EXCEEDING 48 INCHES. TO � LOCATED 6' �LOW IRC R444.1.4.2 TA�E R301.5 MINIMUAI UNIFORt�ILY �STRIBUTEED LJVE LOADS JOISTS FRAMNNG FROA1 OPPOSIiE SIDES OVER A T� � w� LOADING IJVE DEAD TOTAL BEAPoNG SI�PORT SHALL LAP A MINM�UN OF 3 - ROOf(GROUt� SNOY� 25 PSF 10 PSF 35 PSF INCHES AND SHALL BE NAIIED TOGEIHER WITH � REBAR � UNINFIABITABLE AT11CS - NO STORAGE 10 PSF 10 PSF 2Q PSF A �NN�IUN iHRE� tOd FACE NNLS. SflllD 3/4' APA TdcG OSB (1R PLYNO. CD n � � � � UNII�IABITABLE ATtICS - UAlI1E0 STORAGE 20 PSF 10 PSF 30 PSF BlOp(ING SHALL BE PROYIDED AS UTERAI. WT. w/EXT. GLUE. NNL r/ tOd � GRADE HABIiA�.E ATTICS � ATTICS r/Fll(ED STAIRS 30 PSF 10 PSF 40 PSF RESiRAMIT AT EACH INTERI�ATE SUPPORT. 6' O.C. EOGES dc SOUO BLKG. dc � �'�=1 I 1=1 I�- . 8AL(XM�ES (D(TEPoOR) A(� OECKS 40 PSF 10 PSF 50 PSF TOE NAIL JOISTS AND BLO(�CING TO BEIW r/ 10' O.C. IN FlELD � B,� w/ u I I I�I�r FlRE ESCAPES 40 PSf (3�1. G U A R D R A N.S A N�i A I L S 2 0 0 L B S A T T O P A N Y O I R E C T I O N � 12d AiINIMUt� �° ,��'�� 4�4 ROOF " /H �ppR ,�qg� HORIZONTAL 3 MIN. DRAIN � GUA17�iAiLS IN-FlLL 50 LBS APPUED TO t SQ. FT. P� P� BEAM-COLUMW CUrNVECT in EXTENSION a » � PASSEN(�R VEF�CHLE GJ4RRAGES 50 PSF' IF ELEVATED 2,000 LB PT. 2x4 OR 2x6 TIES w/ 2-16d OR � gTp Hpq� 4� P�, o ROONS OiHER THAN SLEEPING ROO►IS 40 PSF 10 PSF 50 PSF Id1ETAL CaWNECTOR � FTG. DRAIN � SI.EEPING ROONS 3Q PSF 10 PSF 44 PSF 8FJ1MS dc CULUNNS 0 8EA11 dc COLUMN IN GRAYEL � STAIRS 40 PSf 10 PSF 5Q PSF PER FOUNOAiIUN PLAPI. TYPICAL EA. S10E u� R4U5.1 Z OR 300 lB PT. LOAD ON 4 SQ. IN. COLUYN BASE UP 8 OR pROTECT COLUAAUVV BASE 2' aU USE PRESSURE TREATED � ALL BENAS, �, HEADERS, RAFTERS, dc JOISTS TO BE I�i � N0. 2 UR GONCREIE FOOIING . �'"'i-"/ �� R�� MIN. Ua g � � PER F�Al10N PLAPI ��.�" ".*..';� COLUNN-FOOTNVG ANCHOR � _ • -I BETTER AS NOTED ON PLANS. GLUED L.AI�NNAIED TII�iBERS SHALL 8E YMIUFACTUREO :, ..�;.;� . •..� . � �: '`, � o IN1ERIaR GRADE �;�.:�i:,..:..: N/MASB aR EQUIV. <n �'r�cn = �J,J Z dc �I11F�D AS REWIRED IN NTC A190.1 dc ASTirI 03737. _� �o PL1fM000 IN�X: CD. ROOF dc SU8fL00R SHEATHING PER TABLE R503.21.1{t), IF f00T1NG PWRED SEPARATELY, 2 C O N T I N. #4 H O R 1 Z. � s�`'n? WAI.L SHEAT}�NG PER TABLE R6023(3) dc R6023(4�. SHEA1tNNG FASIEI�RS PER PROVIOE �4 BAR 48' O.C. MAX. �� 3°-4' fROM BOL Q �� TA�ES R6023(1) dc (2). WITH S1D. H001(. EXTENO TO 3" OF FTG. c �< � CLR. FROAi 80T. OF FTG. QQ.IB.� t'-0" MIN. 1 STORY G '-� STRUCTURAL I,�I�ER FASIENERS PER TA�E R6�23{i). NORIZ EXTEN�ON PARALLEL TO t'-3" MIN. 2 STORY w �� W000 IN CONTACT MITH C4fVCREiE, NEAR GRWND, OR MIQOD EXPOSED TO YI�ATHER TO �J,.FOR PRaPER CONC. COVER. 1'-11" MIN. 3 STORY M �w BE PRESSURE Tf�ATED OR NAiURAt1Y OURA�.E YYOQQ PER R317. �OOF' ORAIN TO 8E SEPARATE FROM FOUNDATION ORAIN � X �w CONCREIE dc fiEBAR: REAAR TO BE 60.000 PSI - GRADE 60 ASi11 A706. WALL REBAR SHN1. 8E PLA(�D NO f Z N 00 z CLOSER TO 1}� OUTS�E FACE THAN X� 1HE WALL 1HIqCNESS. REBAR COVER PER Aq o 318. FOOTINGS TO �AR ON 1500 PSF MIMII�iUM UNOISTUR�D SQIL. GOIVCREIE TO 8E I N T. B E A R I N G S U P P 0 R T P L A I N C 0 N C. F N D. D E TA I L � � o Z YNlIYUW F'c = 2500 PSI 0 28 OAYS (3,000 PSt FOR GARAGE/CARPORT Sl�BS, W EXiFRIOR PATIO SLABS ON GRA�� dc WEATI�R EXPOSED BASEI�IENT� FOUNDATiON WALLS� fMiERE APPLICABLE SCAIF: �" = 1'-0" SEISNIC ZONE °D' SCALE: l�" = 1'-0' � '-J PORCHES, MIO STEPS W/ 5X-7X A� ENTRNI�IENI�. MIN�II�I �SI(�+1 EQUIV. FLUiD Q �� PRESSURE = 35 PCF OR PER SOILS ANALYSIS. w Q o� U USP STRUCIURAL CONNECTORS OF EWIYALENT STRENGTH �iAY BE Q SUBSTIlUTED FOR SIMPSON HOtDOWNS, STRAPS, ANO CONNECTORS ' �� _�� 4 0� : ��a�� 5