116 E INTERCITY AVE 2018-05-21 - Laserfiche WebLink

� , �� �N� �� Z m � � �� 2x6 OR 5/4 z�� e� • Zx8 OR 5/4 RAIL CAP� 9 RAiI CAP � 2x2 BALUS7ERS.ATTACH TOP k 2:4 TOP&BOTf0�1.ATfqCH TO m 2n<70P&80'fiOU•ATTACH TO _ BOTTOW w/(1)/B WOOD SCREW OR GUARD POST ON INSIDE fACE �+ � GUARD POST ON WSIDE FACE M/ � (2)Bd POST-FRAME 1HREADED NAILS �N/(2)Bd THREADED NAILS IXi w�, o (z)ea n+rs�nom Nans o�(s}+e x_� ./a.iss raa►uNu r � (z)�a X zu�rroon scr�ws �� ,� �Y'i MUOD SCREWS , � �; 'i 4x�POST 0 6'o/c MAX � 4z4 POST 0 6b/c YpX DO DO NOY NOTCH. ' � � �� NOT NOTCH. I �2 BAlUSTERS.ATTACN 70P k ��„��w� 5/4z4�Eq(ING �� 5/4x1 OEq(INC (2�P305ST-�FRAMEo READED NAILS � ^ AT FlRSTINiERIOR BAY PRONDE 2x I BLOCKING O WARD POSTS r/SIMPSIXJ ! DTT2Z�ECK POST CONNECTOR.ATTACH --� �� -� BLOCKING w/tOd THREADED NAILS TOP �-� �_ &BOTTOM,E0.StDE `� r un. _ . . � � _ ,� � , r 2•y�, - r-: i�-�. , AT FIRST W1ER�OR BAY PROVIDE Dc SIIAPSON DTi22 DECK � �,�N.-5'� �i MN.-5'11AX _ �"'�L. .• � s �' Q' POST CONNECTOR � Y 1B1. V� BLOq(ING 0 GUARD POSTS w/SIMPSON Y 41N. Dtt2Z DECK POST CONNECTOk.ATTACH JpIS1S BIOp(ING./tOd THREADED NAILS TOP �i.,,,i � (2 w'e�ERRSU-BOLTS DECK JqSiS k BOTTOM.EA.SIDE DECK JOISIS ��,� g WTSIDE J015T IXITSIDE-- ALI(YJ WARD (11Y'f TFItU-gOLT$t JO�ST (�qRp pOSTS AfAY BE POST Q J01ST WASHER$ LOCA7ED ON EI7HER LOCATiONS � SIDE OF THE q1TSIDE - PoW'� GUARD POST TO RIM JOIST � Posr �GUARD POST TO OUTSIDE JOIST �o�sT � scn�: t•=r-o• scn�: i =i-o � cur,�o rosT� � o 0 RIM JpST RIM,1015T SECTION � m O SIMPSON DTT2Z DECK SI1iP50N DTT2Z DECK SECTION Q W POST CONNECTOR POST COHNECTOR � GUARD POST TO OUTSIDE JOIST DETAIL GUARD POST TO RIM JOIST DETAIL SCALE:1S�=1'-0' SCALE:N�•=1,_U• PLAN VIEW PLAN VIEWS � NOTE: RAILING NOT REQUIRm Q ��Q, ON DEq(S r/IN 30'OF w ��rn FlNISHED GRADE 5/4x4 CAP AND RAIL(2) � 8d GALK EACH PICKET �3� M SIDING NOTE: ALL W000 EJ�OSED TO WEATNER � t0 BE PRESSURE 7REATED OR HA�E y�2 p1CKETS SPACED 50 W w��`+ SNEATHING NANRAL RESISTANCE TO DECAY 1HAT A 4'SPHERE MAY _f ��w`'`' �NOT PAS5 THROUGH(LESS J " FLASHING FOR WATE(t Pq{TWE$$ 7HAN 4'GAp) W GUARDS PER IRC R312 PR.7RTD 2x LEDGER SpME DEPTH AS �� JOISTS 1�'x4Y'UG BOLTS,STAGGERED, WHERE > 30" ABOVE FLOOR OR GRADE LEVEL BELOW. 36' o,s•o/�LUS26 J015T HANCEfi$ (3)i6d GA'�V.EA.PICKET 36° MIN. HT. GUARDRAIL IF > 30" ABV. GRApE. MIN. HEIGHT(AT OPEN SIDE Of STAIRWAY 34" M�INI�IUI� TO RESIST 20 PLF LOAD APPUED AT RIGHT ANlXE HANDRAIL REQUIRED FOR 4 OR MORE RISERS. HEIGNT�IEASURED FROM NOSING.) SPACE PICKETS SO THAT 5/4x4 TREATE�Oft TRE%DEqCING TO i0P OF RAIL 34°-38" HEIGHT HANDRAIL tY"-2"0 GRIP , 4" SPHERE MAY NOT PASS THRU (43�° SPHERE AT OPEN SIDE �' �RiM 2�A11N � JDISTS PER FUN SIXJD BLOCKING ! �� 1+-O�' CONTINUOUS FULL LENGTH OF STAIkS. OF STAIR). TOP OF RAIL TO RESIST 200 1.6, LOAD IN ANY _ _ _ _`� _ _ _ _ _ _ _ easr DIREC110N. PICKETS OR INfILL TO RESIST 50 L65. APPLIED �.00R�as� \ 5/4x4 DIAGONAL BRACINC O TO t SQ. FT. AREA (PER BC 1607.8.1). `—u�oees��o��as�w/(z>iea BEAA1 PER PLAN PoSITIVE � TO EACH J01ST CONNECT TO WLUMN SIAIPSON LTT79 0 4�pCq11pNS 5/4z4x2'-0�SCAB 11E . EVENLY DISIRIBUIED ALONG DEq( EA.SIDE �� 2x4 BL�CK PLACE 1" BACK FROM ��vnn+iN z'oF en.��o� �� M N. _�FRONT OF NOSING NLLY ENGAGE DECKEJDIST�AL� 4z4 PRESSSURE 1REAlED Q �3 COLUNNS J�'ox5"L FULLY hIREADED UC SCREW o i� 7� x w/HVY WASHER.PREDRH.LED w/MIN J Z �� LI ^ � 3'PENEIRATION INTO Tpp plq7E, � J < SNDS OR HEADER 911PSON CBSQ ¢ �w 2x PRES. TRTD. TREADS w/ ANGLE ca eAs� � � �Z BRACKETS TO PRES. TRTD. SIRINGERS U o N_ W �Z c�,we p �_ STAIR DETAIL � = V �� ^ � CONCRETE FOO7ING PER �� SCALE: 3��=��—O� FWNOAlION PLAN DECK DETAIL 4 �A�: ,�z•s,�-o• � 4