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<br /> I i i i Copyright 2017 Swenson Say Faget-All Rights Reserved
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<br /> �s� J ��� ' � ��'� � � ��"s� ��'� 61 CONT. OVER I ^,V�* .
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<br /> B1 ALIGN JOIST ��� I i � N CHECKED:
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<br /> � 2W3 2W3 ;2W3 2W3 2W3 2W3 ��� ��� -�
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<br /> ' � " REVISIONS:
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<br /> ,�s� � Q5 i m( � m m m I ALIGN JOIST _.. _ B1 ABOVE ; ' �
<br /> � � �� 6x6
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<br /> o � �/ i , J1 TYP. FLOOR PAR Y WALL � � � �
<br /> 9,��� � � Huc 4x8 ^ �; � ; JOIST U.N.O. ���� .. ���� _� � �+\� PER 2/S4.1 ; ; m +�� :
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<br /> � ' ' � ' 7TYP.3 � 12/S4.3 ; ��� _ - � 63
<br /> STAIR FRAMING m ; ; ; m I, I i ' � �, HANG JOISTS FROM RIM Intermediate Landing Framing Plan
<br /> PER 2�S4.1 Q ; ; 1 I �! II� j II.� I�� , �� �II .�I,I �.� m OVER OPENINGS W� ITS '� .
<br /> � ! g1 ALIGN JOI T B1 See; 5 S4.2 For More Detail �
<br /> ; 1 ALIGN JOIST 61 � 61 61 � B1 61
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<br /> See 5 S4.2 For More Detail � BLKG. C� CORNERS �
<br /> j TYP. � SOUTH ELEV. �
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<br /> PROIE�T TITLE:
<br /> Everett Safe Streets
<br /> Supportive Housing .
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<br /> 6200 12th Dr. S.E.
<br /> Everett, WA 98203
<br /> � Plan Notes �t,���a�, unless noted otherwise) Legend Shearwall Schedule, u.n.o. Third Floor Framing Plan A E�� _
<br /> 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. � STRUCTURAL WALL BELOW Level Shearwall Second Floor Walls Shown Below
<br /> Scale: �/8" = 1'-0"
<br /> 2. FLOOR JOISTS SHALL BE 11-7/8" TJI 110 � 16" O.C. �_________� STRUCTURAL WALL ABOVE 4 W6
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<br /> 3. FLOOR SHEATHING SHALL BE 3/4" A.P.A. RATED PANELS (EXPOSURE 1, SPAN RATING 48/24). NAIL AT ALL FRAMED PANEL EDGES NON-STRUCTURAL WALL BELOW 3 W4 Holdown Schedule (Corridors) environmental
<br /> WITH SD AT 6" O.C. AND TO ALL INTERMEDIATE FRAMING AT 12" O.C. PROVIDE GYPCRETE TOPPING (1" MAX.) (115 PCF MAX. �� EXTENTS OF FRAMING 2 W3 Level HD HD Studs/Post WORKS
<br /> DENSITY) WHERE SHOWN ON ARCHITECTURAL DRAWINGS. I
<br /> 4. ALL BEARING WALLS ARE SHOWN ON PLAN AND SHALL BE HEM-FIR #2 (MIN.) W/ DOUG-FIR #2 TOP & BOTTOM PLATES. VERIFY �, SPAN & DIRECTION OF FRAMING � W2 4 CS16 2Xg Community Design Center
<br /> ALL 2X4 OR 2X6 CONSTRUCTION W/ ARCHITECTURAL DRAWINGS. NON BEARING WALL SHALL BE 2X4 OR 2X6 � 16"O.C. SW SHEARWALL PER SCHEDULE 12/S4.1 402 15th Avenue East
<br /> Joist Schedule seatt�e wA 9s�12
<br /> 5. HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE (2) 2X8 MINIMUM. PROVIDE (2) TRIMMER STUDS (MINIMUM) AT EACH � BEAM/JOIST HANGER Mark .loist 3 CMST14 (2)2x8 PH 2O6.329.8300
<br /> END OF ALL HEADERS UNLESS NOTED OTHERWISE ON PLANS. SEE DETAIL 6/S4.1 FOR TYPICAL INSTALLATION. HSS SIZE# „ „ 2 CMST12 (2)2x8 FX 206.329.5494
<br /> PROVIDE CCOQ CAP PERP. TO 62 �� 11�/s TJI 110 C� 16 oc �
<br /> 6. PROVIDE (2) STUDS (MINIMUM) AT EACH END OF ALL BEAMS UNLESS NOTED OTHERWISE ON PLANS OR IN BEAM SCHEDULE. BEAR 1 HD19 6x8 ISSUE:
<br /> BEAM FULLY ON BUILT UP COLUMN AND PROVIDE AC, PC, OR LPC CAP. Strap Schedule J2 2x6 t� 12"oc Permit Correction .
<br /> 7. W # INDICATES SHEAR WALL. SEE SHEARWALL SCHEDULE, 12/S4.1, FOR CONSTRUCTION REQUIREMENTS. ALL EXTERIOR WALLS Construction Set
<br /> SHALL BE W6, UNLESS NOTED OTHERWISE ON PLANS. �.._.._ CS14x48" BEAM/RIM TO TOP PLATE Beam Schedule Bearing Wall Schedule �
<br /> 8. HDX INDICATES SELF-TIGHTENING HOLDOWN SYSTEM PER GENERAL STRUCTURAL NOTES. THE HOLDOWNS SHALL BE DESIGNED BY „ Bearing SHEEfTITLE:
<br /> THE MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE FURNISHED AND INSTALLED IN �� _ CS14x48 BEAM/RIM TO FULL DEPTH TJI Mark Beam Hanger Leve) if 2x4 if 2x6 if 2x8
<br /> CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
<br /> - BLOCKING TO RECEIVE STRAP NAILING Studs Third Floor
<br /> �;�� „ 61 LSL 13/4x11�/s HU11 (2) 4 2x4 (� 16"oc 2x6 � 16"oc 2x8 (� 16"oc I F rq m I n
<br /> 9. MANUFACTURED LUMBER PRODUCTS (LSL, LUL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE -.._..- CS14x48 BEAM/RIM TO BEAM/RIM „ „ „ g
<br /> CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM � � 3 2x4 � 12 oc 2x6 � 16 oc 2x8 � 16 oc Pla n
<br /> EXCEEDING 12�. B2 LSL 3/2x11 /8 HU412 (3) _
<br /> PROVIDE EQUAL NUMBER OF NAILS INTO EA. MEMBER 2 (2)2x4 � 16"oc 2x6 C� 12"oc 2x8 � 16"oc �
<br /> & FILL ALL HOLES, TYP. (� ALL STRAPS U.N.O. ; t 7 SCALE
<br /> 10. PROVIDE 3-1/2" LSL RIM AT 2X4 WALLS, 5-1/4" PSL RIM AT 2X6 WALLS, AND 7" PSL RIM AT 2x8 WALLS AT FIRE WALLS AND B3 , PSL 5/4x11 /s HGUS 5.50/12 (4) 1 (2)2x4 (� 12"oc 2x6 (� 12"oc 2x8 (� 12»oc �/8" _ �'-o"
<br /> STAIR/ELEVATOR SHAFTS TO COMPLY WITH FIRE SEPARATION RATING PER ARCHITECT. � DATE:
<br /> 64 PSL 7x11 /s HGUS 7.25/12 (5) NOTE: ]anuary 26, 2018
<br /> 11. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE CONTINUOUS VERTICAL GRAIN BLOCKING TO 1. TOP & BOTTOM PLATES OF ALL BEARING WALLS & PROIECT NO:
<br /> MATCH POST ABOVE FOR FULL BEARING THROUGH FLOORS TO THE FOUNDATION. SHEARWALLS SHALL BE DOUG-FIR SPECIES. 00306-2016-07
<br /> 2. ADDITIONAL STUD FRAMING IS REQUIRED AT HOLQOWN SHEEf NO:
<br /> 12. SPLICE ALL TOP PLATE SPLICES PER DETAIL 10/S4.1. LOCATIONS, STUD POSTS, AND DOUBLE STUD PANEL EDGE
<br /> 13. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. FRAMING.
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<br /> N0: OF SHEETS:
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