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_ R507 SHE4THING Sll)ING � <br /> PT 2x8 <br /> � DECI� RIM S 11D I�LASHING <br /> LF.DGER Jn�ST � <br /> llECk FLOOR � <br /> �OIS'I' DGCK <br /> �o15T � �ois'r <br /> xso� � <br /> PT 2�a � <br /> N <br /> Rso� rzso� � <br /> DTT2\�1771 THRC D1'I`�W ITH THRU <br /> D3 ROD AT F.ACH END ROD AT EAC1�i END � <br /> OF Df.CK LF.DGER OP DECK LGDGER <br /> � <br /> R�o� Lus x�NCLas srin�L GENERAL NOTES (REV 07-01-2016) � <br /> DTT2 FROM FLOOR NOT OVI:RLAP BO1.TS <br /> JOIS'I TO DECk JOIST AT � <br /> •,� <br /> EACH Ei\D OF LEDGER � <br /> sEE DETniL�3;�aove � ALL CONSTRUCTION MUST COMPLY WITH <br /> R�07.2.1 2015 IBC, 2015 IRC, AND 2015 WSEC. � <br /> PT 2a8 LEDGER BO[TED TO R1�4 W l'CH 1/2"I.AG BOI,TS STAGGERED � <br /> 18"O.C.AiVD b41'�'2"FROM 1'OP.I�11N 3/4"FROM 130TTOM,5"MAX O <br /> SPACING\'E�T1G�LLY AND MIN 2"FROM END�,2 3 LOADS, GR.ADES, ETC.� � O <br /> D.TT2 ��-6° a��si�i��xr M.�,��NOT ROOF LIVE LOAD - 25 v <br /> � M� PASS THOUGH RALL cn <br /> � - ROOF TOTAL LOAD - 40 � <br /> � z�a To� FLOOR LIVE LOAD - 40 v •� <br /> `° ¢ P.�RnL1,E� aalL wi � FLOOR TOTAL LOAD - 50 � v <br /> - � , L,A�'OUT 16d TO � � '� <br /> - Fncf� , � JOISTS - DF#2 / MFG I-JOISTS �--� <br /> . PGRPENDICULAR P1ChET � �� <br /> 4X4 PosTs ' STUDS - HF STUD � � <br /> ��.��ou�r � <br /> ` To sE M,�x � RAFTERS - HF #2 ,� v <br /> ' 6'-0"O.C. v v <br /> I " ' CONCRETE - 2500 psl � � � <br /> zxz eicK�Ts�wiTE�{�z> SEISMIC ZONE - D v '� <br /> ]/4"x3"LAC 60LT'S � <br /> � D2 DECK DETAILS PER R507 — WIND SPEED - 85 V � <br /> EXPOSURE - B � <br /> FROST DEPTH - 24" O� � <br /> SOIL BEARING - 1500 psf <br /> R 31 l.7.8 <br /> � <br /> SEE DETAIL D2 FOR RA[L AND LEDGER CONNECT[ON DETAfLS CONTINUOUS 1-1/4"-2" � <br /> GIAMETER HANDRAIL � <br /> � FLnsx�rrc ��� n�nx�z�� rT 2.s loisTs � '��''�� ��Qu1xE�oN qT cEAST ! ' USE ENGINEER'S DESIGN SPECS AND ,,� <br /> SEE DETA[L �� , GNE S[DE AND TO BE � � DOUBLE JOIST V) <br /> D3 ABOVE U'.ACI�5PAN AT 16"O.C. i;I;T�NEE�1�34"AND 38" LSC CONNECTOR AT TOP OF CONNECTIONS WHEN DIFFERENT � Q <br /> LUS HANGGR.E:1CH ��RTfCALLI'AI30VE OR EQUAL STAfRS Q � <br /> (3)1/Z" TRL.ADS <br /> JOIST TC)L�UGF.R LAG aol.TS � � � O <br /> PT 4x4 POST QR RIM TO , <br /> 6�;61FOVER14F7 POSTS ; t--�j � <br /> AB ANCHOR �� � <br /> (OR EQL`AL) _ - - v <br /> R302.7 � � <br /> �•_ MIN 1/2"GWB � � <br /> VIIN 12"�c12"OR 12" �'-=i1i! '�' � —�� iJNDERSTAIRS ,S� <br /> ROLND FOOTIVG. _ <br /> BOTTOI�1 OF 2x12 STRINGER E-'� d"� <br /> FOOTI�G TO BE MIN <br /> 1?"33ELOW GRADE. R311.75 <br /> -RISER SH.�LL B�NO MORE THA\7.T" <br /> TRE.1D Sfi�LL BE NO\IORE THA\10" <br /> -GREATEST R1SrP.OR TRFAD SHALL NOT <br /> EXCEED THE SVTA�LES;BY vIORE TH_�1N 3/8" <br /> � D1 PORCH 1-1 TYPICAL STAIRS <br /> . � f <br /> - , <br />