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<br /> ' I� i 2x12 LEDGER � TRUSS �
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<br /> � � - - - - - - �I, 10/S4.4 TOP CHORD W/ (2)ROWS i (2)2x8 HEADER , �� �,+ � , v �A
<br /> � o ; v � ALIGN TRUSS OVER SDS�/4x4�/2 SCREWS TO , i TYP. INTERIOR ,, , JS'�G 6 APPROVED: �
<br /> � � � � � SHEARWALL TYP. EA. TRUSS t� 24 oc I � HEADER U.N.O. i Os , 2x12 STRUCTURAL ABB
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<br /> 7/ „ „ � �� , i i SW � S �i < 11/S4.4 N Z X ,, SEE PLAN NOTE TYP. TYP. �'�, ' � .o --- 6x12 HEADER
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<br /> 3 7 __ �� �� � � � � � WALL IN PLANE OF � ' I � � >» � PSL 7x11�/8
<br /> LSL 1 /4x11 /8 RIM ,; o ¢ I � < 11/S4.4 � �' ¢ " �' '' J � i �- �.
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<br /> � � N i I I � (2)4x12 OVER � ; 'i
<br /> � `- ' FIRE WALL �� HSS 3x3x3/s
<br /> ' � LSL 3�/2x11�js RIM !, ' ' '� i I i .
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<br /> � I � I T Y P. '�'s s � + 2 L 4 x 4 x t s K E E � � - . I, ,
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<br /> Jti � +`�' 2/S4.4 I � 12/S4.4 � 3/ 4.4 (3) ROWS DS�4x4�/2 � 3/S4.4 � 12/S4.4 � `
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<br /> " 3 STUDS , BEARING STUDS TO HAVE � FR M TRUSS HEAL '
<br /> � � � i CS16 AT BASE TO STUDS � � '
<br /> m � ' i BELOW � 8 '-0"O.C. AND � TYP� j "
<br /> STAIR FRAMING � � ' AT ALL CORNER CONDITI NS, �'
<br /> ' � � WRAP RIM BELOW IF OCC�IRS, PROJECT TITLE:
<br /> PER 2/S4.1 � ; �
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<br /> LANDING ;�� � ; � i upportive Housing
<br /> ABOVE '' ' ' i i ; �
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<br /> ;; ; ; 6200 12th Dr. S.E.
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<br /> Everett, WA 98203
<br /> � Intermediate Landing Framing Plan
<br /> � .
<br /> ' See 5 S4.2 For More Detail
<br /> .
<br /> i Plan Notes (typical, unless noted otherwise) Legend Shearwall Schedule, u.n.o. Roof Framing Plan ARCHITECT:
<br /> 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. O STRUCTURAL WALL BELOW Level Shearwall Fourth Floor Walls Shown Below `
<br /> � Scale: �/8" = 1'-0"
<br /> 2. ROOF FRAMING SHALL BE RAISED HEEL JACK TRUSSES BY OTHERS � 24"O.0 NON-STRUCTURAL WALL BELOW � i ;, ��
<br /> 3. ROOF SHEATHING SHALL BE 1/2" A.P.A. RATED PANELS (EXPOSURE 1, SPAN RATING 32/16), FACE GRAIN PERPENDICULAR TO �� EXTENTS OF FRAMING -� W6 % i
<br /> SUPPORTS OVER ROOF FRAMING PER PLAN. NAIL SHEATHING AT ALL FRAMED PANEL EDGES WITH 8D AT 6"O.C. AND TO ALL 3 W4 � , enviranmental
<br /> I „ r-� SPAN & DIRECTION OF FRAMING �� WORKS
<br /> INTERMEDIATE FRAMING AT 12 O.C.. 2 W3
<br /> ' G.T. GIRDER TRUSS � W2 9/S4.4 � Community Design Center
<br /> j 4. EXTERIOR BEARING HEADERS OVER DOOR AND WINDOW OPENINGS GREATER THAN 5'-0" WIDE SHALL BE 6x8 MINIMUM. ALL � s�� - - - - - - - 402 15th Avenue East �
<br /> OTHER HEADERS SHALL BE (2)2x8 MINIMUM. PROVIDE (2) TRIMMER STUDS (MINIMUM) AT EACH END OF ALL HEADERS UNLESS SW SHEARWALL PER SCHEDULE 12/S4.1 �sr
<br /> NOTED OTHERWISE ON PLANS. SEE DETAIL 6/S4.1 FOR TYPICAL INSTALLATION. HX � ', �- Seattle, WA 98112
<br /> � BEAM/JOIST HANGER ----,--- - 1 B 8 PH 2O6.329.8300
<br /> I 5. BEARING STUDS TO HAVE CS16 AT BASE TO STUDS BELOW � 8 '-0"O.C. AND AT ALL CORNER CONDITIONS, WRAP RIM BELOW IF HX , V� FX 206.329.5494
<br /> OCCURS, TYPICAL UNLESS NOTED OTHERWISE. BEARING HEADER TRIMMER STUDS TO BE WRAPPED EA. SIDE W/ CS16 OVER TOP :='s INVERTED BEAM/JOIST HANGER � ' '; �
<br /> I PLATE SIMILAR TO DETAIL 6/S4.2 TYPICAL. „ � 6�S4.4 � issuE:
<br /> ; � CS14x48 ACROSS FULL DEPTH � � Permit Correction
<br /> �' 6. FRAME IN LSL 3�/2x11�/s EA. SIDE OF FALL PROTECTION ANCHORS W/ LSL 3�/2x16 FLAT BLKG. TYP. (9) LOC'S. U.N.O. �� �� TRUSS TOP CHORD BLOCKING ; � / --� -
<br /> i
<br /> I 7. PROVIDE (2) STUDS (MINIMUM) AT EACH END OF ALL BEAMS UNLESS NOTED OTHERWISE ON PLANS OR IN BEAM SCHEDULE. BEAR � FALL PROTECTION ANCHOR , ' �-��,�D� Cons tru c ti on Se t
<br /> BEAM FULLY ON BUILT UP COLUMN AND PROVIDE AC, PC, OR LPC CAP. � � 2x12 (� 16"oc „ � ' s TITLE:
<br /> i 6�S4.4 , \ 2x8 (� 24 oc PR)OVIDEL USI�HANGERS NG.,
<br /> �, 8. W # INDICATES SHEAR WALL SEE SHEARWALL SCHEDULE, 12/S4.1, FOR CONSTRUCTION REQUIREMENTS. Bea ri ng Wa I I Sched u le � 6x8 J __ ' � \; � � ABUTTING EDGES ROOf
<br /> 9. PROVIDE H1 HURRICANE TIE AT EACH TRUSS/RAFTER WHERE IT BEARS ON EXTERIOR WALL Level if 2x4 if 2x6 if 2x8 J � �C� � W8x21 HYDRAULIC HOIST Fra m i ng
<br /> , 10. MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12� OR LESS. TNE �, ' _ _ - _ _ BEAM, VERIFY LOCATION Plan
<br /> ! CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM 4 2x4 (� 16"oc 2x6 � 16"oc 2x8 � 16"oc 2x12 C� 24"oc W/ ELEVATOR MANUF.
<br /> sc
<br /> EXCEEDING 12%. 3 2x4 (� 12"oc 2x6 C� 16"oc 2x8 C� 16"oc � � ' ��, ' �/8" _ �'-o"
<br /> -�-- - - -- - -� p ,
<br /> ' 11. SPLICE A�L TOP PLATE SPLICES PER DETAIL i0 S4.1. �� �� �� � '�� DATE:
<br /> � 2 (2)2x4 � 16 oc 2x6 � 12 oc 2x8 � 16 oc _ _ _ _ January 26, 2018
<br /> ; �
<br /> 12. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 1 (2)2x4 (� 12noc 2x6 (� 12"oc 2x8 C� 12"oc � 5/S4.4 PROJECT N0:
<br /> 00306-2016-07
<br /> NOTE: , , . SHEET N0:
<br /> 1. TOP & BOTTOM PLATES OF ALL BEARING WALLS & Stair Penthouse Framing Plan Elevator Penthouse Fram�ng Plan
<br /> SHEARWALLS SHALL BE DOUG-FIR SPECIES. Scale: �/s" - 1'-0" Scale: �/s" - 1'-0"
<br /> 2. ADDITIONAL STUD FRAMING IS REQUIRED AT HOLDOWN
<br /> LOCATIONS, STUD POSTS, AND DOUBLE STUD PANEL EDGE �
<br /> FRAMING.
<br /> N0: OF SHEETS:
<br />
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