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<br /> � �-31/2 X 6 GLB CROSS BEAMS AS SHOWN SEE 19/S412 FOR FRAMING AT ROOF FL311 UON AT OPENINGS 1301 First Avenue, Suite 301
<br /> �-JOISTS PER SCHEDULE BETWEEN I I FALL RESTRAINT ANCHORS. ANCHOR
<br /> � � � � � , ,CROSS BEAMS , ; � � I IN EXTERIOR WALLS Seattle, WA 98101
<br /> LOCATIONS PROVIDED BY OTHERS.
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<br /> Shoretine, WA 98177
<br /> � � � I � � I I o I I I � ������-�� �� �� �, � michael@nouwens-structural.com
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<br /> TYP PER MECH DRAWINGS. SPAC� _� - �, � ! ; , , � � � � � II
<br /> JOISTS 16"oc AT THESE UNITS - - - -
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<br /> AND PROVIDE FL111 ALONG UNFRAMED I j ' � �y ' s � ' � � i ' � i -� � � � � —1� PROJECT ADDRESS:
<br /> EDGES OF UNITS,TYP. CTR BM ON I � ' l ''' i � ,'
<br /> � I SEE 1/S412 FOR STEEL ' � i 3530 COLBY AVE.
<br /> � DEMISING ; i ' � EVERETT,WA 98201
<br /> I � � WALL --�� I � � � i i PLATES TO SUPPORT � i i i � i ,
<br /> �` I ! ELEVATOR RAIL BRACKETS -� W 8 x 18 SAFETY BEAM � i ;
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<br /> � , i I � � � PROVIDE FL311 CONT RIM ALL SIDES OF STAIR � 1 _ _ i_ _ _ _ _ � _ _ 1 _SEE 3/S412 AT BEAM ENDS.- - - - � - - — ��� � — _ _ — _ _ _ _ _� _ _ _ _ ��
<br /> I'I � �j � AND ELEVATOR SHAFTS,TYP ! , � f ' �
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<br /> � �� - ------------ - -- SEE9& 10/S412FOR OWNER:
<br /> , i � i i i i i i i i i PARAPET FRAMING,TYP �
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<br /> ���� � � � PROVIDE H8 CLEPS AT JOISTS TO TOP PLATES � I COCOON HOUSE
<br /> � ! ! I� � i I I AT ALL SUPPORTS AS FOLLOWS: � ! I 292� PINE STREET
<br /> INDICATES COLLECTOR STRAP li I I i � i I i i � � -JOIST SPAN LESS THAN 14': CLIP EACH END OF ALT JOISTS. ' � � � i
<br /> TYP PER 18/S411. I I , ; EVERETT, W/4
<br /> � � � � � ; -JOIST SPAN 14 OR MORE: CLIP EACH END OF EACH JOIST. I, ; I 98201
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<br /> ` ��' I `�I � � , PROVIDE WEB BLOCKWG PER JOIST MFR EA SIDE OF WEB ; ROOF JOISTS SHALL HAVE GWB CEILING �
<br /> x AT CLIPS. CLIP NAILS SHALL ATTACH TO WEB BLOCKING AND ; i, '
<br /> � I I�� TJI ROOF JOISTS PER NOT TO JOIST BOTTOM CHORDS. USE.131 x 1 1l2"NAILS AT CLIPS. � (P E R A R C H'L)A T T A C H E D T O J O I S T B O T T O M C H O R D S. ! ;
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<br /> SEE SECOND FLOOR FRAMING PLAN
<br /> � �� � � \ ' � i i 5 __12/08/2017 BASE CONTRACT PERMIT
<br /> � FOR ROOF OVER MUL.TI-PURPOSE,
<br /> ' GL 51/2 x 6 —� � I KITCHEN AND DAY CENTER� � I RESUBMITTAL
<br /> � � j ' � � � � � � � � ' i � � i 2 10/09f2017 ADDENDUM 2 '
<br /> 5 � � FP511 TYP AT ' � � 1 10/02/2017 ADDENDUM 1
<br /> i �i � � i i , THIS UNIT i i i i i � � i i i i MARK DATE DESCRIPTION
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<br /> ,,�V ' i !' I ; �'\ � B REVISIONS
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<br /> � i �1300 Ib MAX i—� i ; i i i i � I ��
<br /> � UNIT PER MECH — GL 3112 x 6 TYP UON ACROSS CORRIDORS.
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - �� �'�.
<br /> � �� DRAWINGS I , LOCATE ON GRIDS UON. PROVIDE HUC46MAX I � � � � � t � � �
<br /> � '�, � � HGR EA END TO FL311 RIM,TYP. i i i i � i i � i � � �
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<br /> � � � � � � � � � � � � WOOD BEAI�I SCHEDULE � D 12/08/2017 RESUBMITTACT PERMIT
<br /> I � ' ' ; ' ' ' ' ' ' ' ' MARK ; BEAM MARK ' BEAM � — c 10/06(2017 PERMIT SET
<br /> i I I I i i I B 09/22/2017 BASE CONTRACT BID SET
<br /> � , , ROOF FRAMING PLAN NOTES , , , , , azs z-z X s ��s � sia X s��z�s� ;
<br /> � � � --- � � ; A 08/25/2017 DESIGN DEVELOPMENT
<br /> � � B28 2-2 x 8 L111 � 1 3l4 x 11 7/8 LSL __
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<br /> 1. TYPICAL ROOF CONSTRUCTION SHALL CONSIST OF APA RATED SHEATHING(THICKNESS AND SPAN RATING PER GENERAL STRUCTURAL NOTES)OVER i i 6210 2-2 x 10 L35 � 31/2 x 51/2 LSL i MARK DATE DESCRIPTION
<br /> ROOF JOISTS PER SCHEDULE,UON. NAIL SHEATHING @ 6"oc AT PANEL EDGES,4"oc OVER SHEARWALLS BELOW AND 12"oc TO ALL INTERMEDIATE ISSUE INFORMATION
<br /> FRAMING MEMBERS,UON. SHEATHING NAILS SHALL BE PER GENERAL STRUCTURAL NOTES. ' ; B212 2-2 x 12 L37 31/2 x 71/4 LSL
<br /> 2. SEE ARCH'L FOR ROOF SHEATHING ELEVATIONS. DRAINAGE SHALL BE ACCOMPLISHED WITH TAPERED SLEEPERS AND ADD'L SHEATHING PER ARCH'L � � B38 i 3-2 x 8 L39 3112 x 91/2 LSL '
<br /> ROOF SHEATHING PER PIAN NOTE 1 SHALL BE CONTINUOUS BELOW OVERFRAMED AREAS. I I � 6310 3-2 x 10 L311 3112 x 11 7/8 LSL ' ' 2016030.��
<br /> 3. SEE 9&1Q/S412 FOR WALL FRAMING AT ROOF EDGES. B48 4 x 8 P39 31/2 x 1/2 P PROJECT NO.:
<br /> 9 SL �
<br /> � PRINCIPAL IN CHARGE:
<br /> 4. PROVIDE(2)BEARING STUDS MINIMUM EACH SIDE OF OPENINGS AND BELOW EACH END OF HEADERS. PROVIDE 3 BEARING STUDS MINIMUM BELOW B410 4 x 10 P59 i 51/4 x 9112 PSL
<br /> ( ) PROJECT MANAGER: Michael Nouwens
<br /> � BEAM LOCATIONS. MULTIPLE BEARING STUDS SHALL CONTfNUE THROUGH LEVELS BELOW TO FOUNDATION. PROVIDE SOLID BLOCKING THROUGH B412 4 x 12 P79 7 x 91/2 PSL ROOF JOIST SCHEDULE OWNER APPROVAL:
<br /> INTERMEDIATE LEVELS. SEE ALSO 2&6/S4.10 --- - F� -
<br /> 668 6 x 8 P311 31/2 x 11 7l8 PSL 10 psf PV ARRAY LOAD `W ;
<br /> A 5. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND SIZES OF ROOF OPENINGS. VERIFY LOCAT�ONS AND WEIGHTS OF MECHANICAL 6610 6 x 10 P511 51/4 x 11 7/8 PSL 2S pSf SNOW LOAD , A
<br /> UNITS WITH MECHANICAL DRAWINGS. PROVIDE FL311 ALONG SIDES OF MECHANICAL UNITS AND AROUND SIDES OF MECHANICAL OPENINGS. �-
<br /> i 6. SPLICE TOP PIATES PER 1/S410,TYP. 6612 6 x 12 P711 i 7 x 11 7/8 PSL CLEAR SPAN �,, I� SHEET TITLE
<br /> �oisT ROOF FRAMIN PLA
<br /> LV17 1 3/4 x 7 1/4 LVL P714 ' 7 x 14 PSL � ; G N
<br /> 7. VERIFY DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWINGS. 16'max ' 11 7/8"TJI 110 @ 24"oc W '
<br /> P514 5 x 14 PSL P716 7 x 16 PSL � ',
<br /> 17'-6"max I 11 7l8"TJI 210 @ 24"oc �
<br /> �--� ���� ������� ���� P516 5x16PSL P718 7x18PSL � �"� i
<br /> a � ` 18'-6"max i 11 7l8"TJl 230 24"oc V
<br /> � — FLUSH-FRAMED BEAMS ARE NOTED WITH AN"F"PRECEDING �
<br /> � ; � � % 1/8"=1'-0" THE BEAM MARK: FB212, FL311,etc. 19'-6"m� �� 11 7/8"TJI 360 @ 24"oc
<br /> � � �-� � � � SHEET N0.
<br /> s AT FLOORS,TOP OF FLUSH WOOD BEAM IS AT TOP OF JOIST 21'-6"max i 11 7/8"TJI 560 @ 24"oc
<br /> N ELEVATION. AT ROOF,BOTTOM OF FLUSH WOOD BEAM IS AT O i
<br /> a BOTTOM OF TRUSS ELEVATION.
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<br /> -- _ ORIGINAL SHEET SIZE IS 24"x36"
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