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� U � . <br /> W <br /> � ¢ � <br /> Z m <br /> �.f.� <br /> . V (!1 t+-1 CD � <br /> W C..1 M pp <br /> GENERAL SPECIFI�ATIONS: � a g� �� <br /> CONTRACTOR SHALL VEWFY ALL SITE CONDITIONS dc BU�NG D�NSIONS, dc SHALL a' �Z M M <br /> f�PORT ANY VARIATIONS TO TFIE OESI(�IER FOR RESOLU110N Pf�OR TO Z o� �,� <br /> CONSTRUCiION. MRITTEN �YENSIONS SIiALL TAI(E PRECEdE�ICE OVER SCAtf.D. ALL WOOD EXPOSED TQ WEATHER o Q� d-� <br /> COOES: 2015 INTEfiN1AT10NAl. (�S�ITIAL (b0E (�tCj. 2015 WASH�tGTON STATE EMERGY TO 8E PRESSUI� 1REATED OR HA4E ? �U <br /> CODE WSEC), 2015 UNIFORII PLl�N6 CWE (1�'C), 2Ut5 INIERNATIUNAL MEqiIU�CAL NATI�tAL RESISTANGE TO OECAY m �� <br /> U <br /> CODE I�IC)� AND ALL O1HER APPLICABIE CODES. � �o � <br /> STRUC1l1RAL: w U <br /> W� �o <br /> o �i� �r'� <br /> SEISMIC ZONE Dt/02 PER FIG. R301.2(2) dt ENGINEERING = w� o¢ <br /> WINO (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) . �a�' �x4" CAP AND RNL � o¢ o� � . <br /> }�b HOG TI�D ROD w � �,- <br /> COMPONENT/CLADDING LOADS /TABLE R301.2(2) Wf NUT dc WASHER SHEATHING 2-Sd GALY EA PK�(ET 0. o a. �W <br /> GUARDS PER �tC R312 36' MIN HEIGhIT o � �W <br /> TABIE R301.5 MINIMUM UNIFORNLY �STRIBUIEQ 11VE LOAOS WI�RE >3p' ABQyE FLOQt pt GRApE tEVE1.8EL01� Y'�� 8� B� <br /> L O A D I N G L I V E D E A D T OT A L 3 6' M N i H E 1�H T(A T O P E N S�E O F S T A I R�I Y 3 4� I�i Ofif2Z TENSION 1� HOUSE 8 LED(�R 2x2 PICKETS SO THAT A 4' S�1ERE v <br /> ROOF (GROUI� SNOY� 25 PSF 10 PSF 35 PSF IflGHT MEA�D fROM NOSING) SPl1t�PH'I�i5 90 (TYP 2 LOCS) FLASHIN6 MiAY NOT PASS THRU SEa1RE W[ <br /> UI�t+�1ABITABLE ATTICS - NO STORAGE 10 PSF 10 PSF 20 PSF 1HAT 4'�YAY NOT PAS5 1}�U (43C � AT �x4' 1REATED 3--16d GALV. RA� TO RESIST 2U0 <br /> UP�NHA81TABlE ATTICS - IJMITEO ST4RAGE 20 PSf 10 PSF 30 PSF appi $�E QF STA�t� TOP OF RA�1p �T ZO(}LB OR 1�X O�SG LB LOAD IN AMY qI�CTiON. Plq(ET � <br /> TO RESIST 5Q LB LOAD APPLJED TO <br /> Hll&TABLE ATTiCS dc AT11CS r/FlXFD STAIRS 30 PSF 10 PSF 40 PSF L� � ��C� � � �� �`� �� �� . �CK JSTS BLKG f�M JST t SQ FT Of AREA <br /> BALCONIES (EXTERIOR) AND �pC5 60 PSF 10 PSF 70 PSF LBS APPI.ED 'I�0 1 SQ Ff AREA{pER BC 1607.8.1) --_,_, -- o Q � <br /> F�E ESCAPES 40 PSF � <br /> GUA(mRAN.S/NANpRAILS 200 L8S AT TOP ANY OIREC110N 1x4 LAT BRACE � <br /> HAN�AiI. REflO fOR 4 OR A#O(� PoSERS � <br /> GUARORAILS IN-FllL 50 LBS APPUED TO 1 SQ. FT. . . . 2-16d EA JST H2.SA OR Hi EA n ,� <br /> PASSENGER 4EHIqiIE GARAGES 50 PSf IF ELEVATED 2,000 LB PT. 34-38� HIGH HMIINtA�. 6c tY-2� GRIP PT LEDGER W/}¢'bx4' JOIST TO BEAM � <br /> ROONS OTHER THAW SLEEPING ROOI�iS 40 PSf 10 PSF 50 PSf CONT�IU4US FlJLL tENGTH OF STAIRS <br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF LAGS TO PoM JST C�a . <br /> STAq�S 40 PSf 10 PSF 50 PSF ��. PT 2x4�.K PlACEO 1' PT BEAId W/COL CAP � <br /> �i 30Q LB PT. LOAD ON 4 SQ. IN. ^���� ��T OF NOSING <br /> �I. � ; <br /> PT COL PROVI� KNEF <br /> ALL �AAiS, qRDERS, HEADERS, RAFIERS, �c J(JISTS TO BE HElrii FlR N0. 2 OR � �; � BRACES IF IT EXCEEDS <br /> BE11ER AS NOTED tIN PLANS. GLUED LA�qNATEO 11M8ERS SHAIJ. � MANI�ACTURED ^ � 4fT�N NEIGHT <br /> dc IOENT�lEO AS REQUIi�D IN AITC A19D.1 dc AS1M D3737. PT 2x TREAO W/TA9 ANGLE <br /> PLYM1000 INDEX: CD. ROOF dc �JBFLOOR SHEATHIN6 PER TABLE R503.21.1(t). �tACKET TO PT STR�++IGER STANDOFf COL BASE <br /> WALL SHEATH�VG PER TA�E R6023{3j d� Rf�23(4j. SNEATHIPIG FASTENERS PER �� � <br /> TABLES R6023(1� dc (2). � Z CONCREIE FOOTING N o <br /> 5,��,R���� F�� � T���.�t�. STA{R DETAI L � � � Y <br /> WOOD �J CONTACT 1M1H CONCRETE, NEAR GROUND, OR W000 EXPOSED TO WEATt�R TO �q�, �_���• <br /> � PRESSURE TREATED OR NATURALLY Dt1RA� W000 PER R317. � <br /> m � <br /> GONCRETE dc REBAR: <br /> AST11 A706. WALL REBAR SHAIl 8E PLA(�D NO � a y . <br /> CLOSER TO iHE OUTSIDE FACE THAN X� THE WALL 1HIt�(NESS. REBAR COVER PER Aq D E C K D E T A I L <br /> 318. FOOIINGS TO BEAR ON 1500 PSF MINI�IUM UNOISTUR�D SOfL CONCRETE TO � <br /> I��IIMU�t F'c = 2500 PSI 0 28 DAYS (3,{m0 PSI FOR GARAGE/CAt�ORT SLABS, SIMILAR SCAIE: �' = 1'-0' <br /> EXTERIOR PA110 Sl.ABS ON GRADE, � WEAiHER EXPOSfD BASEWiENT, FOUNDATION WALLS, <br /> PORCHES, AND STEPS W/ 5�-7X NR ENTRNNMEN�. NINIMUI� DESIGN EQUIV. FWID <br /> PRESSURE = 35 PCF OR PER SOILS ANALYSIS. <br /> � <br /> USP STRUCTURAL CONNECTaRS OF EQUIVALENT SIRENGTH MAY BE O <br /> SUBSTITUTED FOR SIMPSOW H�ONAVS, STRAPS, ANO CONNECTORS (n <br /> W �� M <br /> W rn � <br /> RAIIING NOT REQUIREO w �3 � � <br /> O N D E C K S W I I H I N 3 0 0 � . <br /> OF FlNISHED GRAOE � �W� <br /> MQ N <br /> � N� <br /> GUARD POSTS MAY BE 2x4 TOP & BOTTOM. AtTACH TO Q <br /> LOCATED QN EITHER SIDE GUARO POST ON INSIDE FACE w/ 2x6 OR 5/4 w <br /> OF THE OUTSIDE JOIST (2)Sd THREADED NAILS OR (2)#8 x RAIL CAP Q <br /> 2,J�' WOOD SCREWS i <br /> I � <br /> i <br /> 4x4 POST � 6'ofc MAX. DO i <br /> SIh�PSON DTT2Z DECK AT RRST INTERIOR BAY PROVIOE 2x BLOCKING NOT NOTCN. 2x2 BALUSTERS. ATTACH TOP & � <br /> POST CONNECTOR �GUARQ POSTS w/ SIMPSON DTT2Z DECK BOTTOW w/ (1}�$ WOOD SCREW OR � <br /> JOISTS POST CONNECTOR. ATiACH BLOCKING w/ 1Dd (2)8d POST-FRAME THREADED NAILS <br /> THREADED NAILS TOP & BOTTOM, EA. SIDE 5/4x4 DECKING w/ 0.135 NOMINAL � �`- � � <br /> I i - <br /> i <br /> � At FIRST INTERIOR BAY PROVIDE 2x BLOCKING <br /> i <br /> ALIGN GUARD OUTSIOE—�.- SIMPSON DTT2Z DECK POST � � GUARD PQSTS w/ SIMPSON DTT2Z DECK <br /> POST � JOIST JOIST CONNECTaR POST CONNECTOR. ATTACH BLOCKING w/ 10d M <br /> LOCA110NS L THREADED NAILS TOP & BOTTOM, EA. SIDE � o Z <br /> _ � a, �o <br /> W� <br /> GUARD POST � a � w= <br /> GUARD POST o� o° _ 2� �IIN. --- °o °o �o:=' ►= N< <br /> RIM JOIST RIM JOIST DECK JOISTS °° �° ' • o° �° °���o�=_ W =3 <br /> 27� I�N. - 5 NAX. <br /> _ . ___ � w �� <br /> 2 Id�l. � > <br /> S�MPSON DTT2Z DECK SIMPSON DTT2Z DECK W �'`� ��' <br /> POST CONNECTQR POST CONNECTOR � a W <br /> � � > I <br /> Q cS <br /> POST TO RIM JOIST POST TO OUTSIDE JQIST t2�"� mRu—w°sHERs � W N� � <br /> RfM JOIST W � z <br /> U W �_� <br /> W V �� <br /> � � Q� <br /> GUARDRAIL PLAN VIEWS GUARD POST TO RIM JOIST GUARD POST TO OUTSIQE JOIST � � <br /> � <br /> sca,�: �/2° _ �'—o° � <br /> GUARDRAIL SECTION VIEWS <br /> SCALE: 1" = t'-0" � <br /> C i�"Y C�� �'��i��7`� °� . <br /> �����wED ��� ��R�►�- 3 <br />