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<br /> �'!�`Z`���� �5 BEAMS i PROJECT TITLE:
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<br /> i i �°oGP�~° ; Everett Safe Streets
<br /> j � � Supportive Housing
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<br /> 6200 12th Dr. S.E.
<br /> Everett, WA 98203
<br /> I Plan Notes t ��a�, unless noted otherwise Le end Shearwall Schedule u.n.o. Secand Floor Framin Plan A-E�:
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<br /> 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. O STRUCTURAL WALL BELOW Level Shearwall First Floor Walls Shown Below �
<br /> Scale: �/s" = 1'-0"
<br /> 2. FLOOR JOISTS SHALL BE 11-7/8" TJI 110 (� 16" O.C. �_________; STRUCTURAL WA�L 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 Force Schedule (Party Walls & Ext.) Holdown Schedule (Corridors)
<br /> ' WITH 8D AT 6" O.C. AND TO ALL INTERMEDIATE FRAMING AT 12" O.C. PROVIDE GYPCRETE TOPPING 1" MAX.) (115 PCF MAX. NET ALLOWABLE TENSION T e11VIf011C11ef1tal
<br /> < < > EXTENTS OF FRAMING 2 W3 � � Level HD HD Studs/Post WORKS
<br /> DENSITY) WHERE SHOWN ON ARCHITECTURAL DRAWINGS. - ----- & COMPRESSION C LOADS _
<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 RUN TYPE HDA HDB 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 LEVEL T C T C 402 15th Avenue East
<br /> HX �OISt SC�'1@CIUI@ 4 _ 1k 1.5k 3 CMST14 Seattle, WA 98112
<br /> 5. HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE (2) 2X8 MINIMUM. PROVIDE (2) TRIMMER STUDS (MINIMUM) AT EACH � BEAM/JOIST HANGER �2�2X8 PH 2O6.329.8300
<br /> 3 3k 4.5k
<br /> END OF ALL HEADERS UNLESS NOTED OTHERWISE ON PLANS. SEE DETAIL 6/S4.1 FOR TYPICAL INSTALLATION. HSS SIZE* Mark .loist 2 6k 9k 2 CMST12 (2)2Xg FX 206.329.5494
<br /> PROVIDE CCOQ CAP PERP. TO 62 J1 11�/e TJI 110 (� 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 10k 13k 1 HD19 6x8 ISSUE:
<br /> BEAM FULLY ON BUILT UP COLUMN AND PROVIDE AC, PC, OR LPC CAP. Stt"q Schedule J2 2x6 C� 12"oc Permit Correction
<br /> p 1. DESIGN BUILD SELF TIGHTENING HOLDOWN
<br /> 7. W # INDICATES SHEAR WALL. SEE SHEARWALL SCHEDULE, 12/S4.1, FOR CONSTRUCTION REQUIREMENTS. ALL EXTERIOR WALLS SYSTEM SHALL BE TENSIONED TO RESIST Construction Set
<br /> SHALL BE W6, UNLESS NOTED OTHERWISE ON PLANS. �.._.._ CS14x48" BEAM/RIM TO TOP PLATE Bea m Sched u le NET UPLIFT & COMPRESSION FORCES SHOWN Bea ri ng Wa I I Sched u(e �
<br /> � 8. HDX INDICATES SELF-TIGHTENING HOLDOWN SYSTEM PER GENERAL STRUCTURAL NOTES. THE HOLDOWNS SHALL BE DESIGNED BY Bearing IN TABLE. HOLDOWNS CONTINUE FOR FULL SHEEfTITLE:
<br /> I THE MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE FURNISHED AND INSTALLED IN ��.._.. CS14x48" BEAM fRIM TO FULL DEPTH TJI Mark Beam Hanger HEIGHT OF SHEARWALL. Level if 2x4 if 2x6 if 2x8
<br /> - BLOCKING TO RECEIVE STRAP NAILING Stucls 2. CONTRACTOR TO COODINATE ALL HOLDOWN Second Floor
<br /> CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ANCHORAGE TO CONCRETE LOCATIONS WITH
<br /> �c�� „ B1 LSL 13/4x11�/s HU11 (2) , 4 2x4 � 16"oc 2x6 � 16"oc 2x8 C� 16"oc F ra m i n g
<br /> 9. MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12� OR LESS. THE -..-..- CS14x48 BEAM/RIM TO BEAM/RIM HOLDOWN MFR S. SHOP DRAWINGS AND P.T.
<br /> CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM � � SLAB CONSTRUCTION. 3 2x4 (� 12"oc 2x6 � 16"oc 2x8 t� 16"oc Plan
<br /> 62 LSL 3/2x11 /s HU412 (3)
<br /> EXCEEDING 12%. PROVIDE EQUAL NUMBER OF NAILS INTO EA. MEMBER 3. CENTER OF TENSION ROD (BY MFR.) TO END 2 (2)2x4 � 16"oc 2x6 � 12"oc 2x8 (� 16"oc �
<br /> „ „ „ & FILL ALL HOLES, TYP. (� ALL STRAPS U.N.O. B3 PSL 5� 4x11�s HGUS 5.50 12 4 OF SHEARWALL SHALL BE A MAXIMUM OF 9". „ „ „ SCALE: �� ,
<br /> I 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 ___ � � � � � 4. HOLDOWN MFR. SHALL DESIGN SYSTEM SUCH 1 (2)2x4 C� 12 oc 2x6 � 12 oc 2x8 (� 12 oc �/8 = � -o
<br /> STAIR/ELEVATOR SHAFTS TO COMPLY WITH FIRE SEPARATION RATING PER ARCHITECT. � THAT VERTICAL ELONGATION AT EACH FLOOR DATE:
<br /> i B4 PSL 7x11 /8 HGUS 7.25/12 (5) NOTE: January 26, 2018
<br /> 11. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE CONTINUOUS VERTICAL GRAIN BLOCKING TO DOES NOT EXCEED 0.2", INCLUDING PLATE 1. TOP & BOTTOM PLATES OF ALL BEARING WALLS & PROJECT N0:
<br /> MATCH POST ABOVE FOR FULL BEARING THROUGH FLOORS TO THE FOUNDATION. CRUSHING. SHEARWALLS SHALL BE DOUG-FIR SPECIES. 00306-2016-07
<br /> 5. POSTS CALLED OUT IN PLAN ARE MINIMUM 2. ADDITIONAL STUD FRAMING IS REQUIRED AT HOLDOWN SHEEf NO:
<br /> ' 12. SPLICE ALL TOP PLATE SPLICES PER DETAIL 10/S4.1. REQUIRED FOR GRAVITY LOADS. AT LOCATIONS, STUD POSTS, AND DOUBLE STUD PANEL EDGE
<br /> 13. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. LOCATIONS WHERE HOLDOWN POSTS OCCUR, FRAMING.
<br /> , PROVIDE WHICHEVER IS LARGER.
<br /> 6. TOP & BOTTOM PLATES OF ALL SHEARWALLS
<br /> SHALL BE DOUG-FIR SPECIES �
<br /> N0: OF SHEETS:
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