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<br /> ' 2iz4 Third Avenue-Suite ioo-Seattle,WA g8izi
<br /> (2)BAYS 2x TOP CHORD � P: zo6•443•6z�z ssfengineers.com
<br /> BLKG. TYP (4) LOCS.
<br /> 934 Broadway - Tacoma, WA g84oz
<br /> P� z53•z$4•947o ssfengineers.com
<br /> CS14x4'-0" STUD BLKG. IN �
<br /> � EXT. WALL TO TOP CHORD � � Copyright 2017 Swenson Say Faget-All Rights Reserved
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<br /> ! PROIECT TITLE:
<br /> i
<br /> � Everett Safe Streets
<br /> a
<br /> � Supportive Housing
<br /> �
<br /> � �
<br /> 6200 12th Dr. S.E.
<br /> Everett, WA 98203
<br /> I�'' Plan Notes (ty���ai, unless noted otherwise) �e end Shearwall Schedule, u.n.o. Fourth Floor Framin Plan A-E�:
<br /> 9
<br /> �� 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. O STRUCTURAL WALL BELOW Level Shearwall Third Floor Walls Shown Below �
<br /> Scale: �/8" = 1'-0"
<br /> j 2. FLOOR JOISTS SHALL BE 11-7/8" TJI 110 � 16" O.C. �_________� STRUCTURAL WALL ABOVE 4 W6
<br /> .0 ,
<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) enviranmental
<br /> I WITH 8D AT 6" O.C. AND TO ALL INTERMEDIATE FRAMING AT 12" O.C. PROVIDE GYPCRETE TOPPING (1" MAX.) (115 PCF MAX. G , 2 W3 WQRKS
<br /> DENSITY) WHERE SHOWN ON ARCHITECTURAL DRAWINGS. �� EXTENTS OF FRAMING Level H D H D Studs/Post
<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 Community Design Center
<br /> # � ) � # 4 CS16 2x8
<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 .1oist Schedule 402 15th Avenue East
<br /> 5. HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE (2) 2X8 MINIMUM. PROVIDE (2) TRIMMER STUDS (MINIMUM) AT EACH � BEAM/JOIST HANGER M rk .loist 3 CMST14 (2)2x8 PH 2I06 3 998300
<br /> END OF ALL HEADERS UNLESS NOTED OTHERWISE ON PLANS. SEE DETAIL 6/S4.1 FOR TYPICAL INSTALLATION. p 2 CMST12 (2)2x8 FX 206.329.5494
<br /> HSS SIZE* PROVIDE CCOQ CAP PERP. TO B2 J1 11�/8" 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. Strqp SC�'1@C�UI@ J2 2x6 C� 12"oc Permit Correction
<br /> 7. W # INDICATES SHEAR WALL. SEE SHEARWALL SCHEDULE, 12/S4.1, FOR CONSTRUCTION REQUIREMENTS. � „ Construction Set
<br /> ; 8. HDX INDICATES SELF-TIGHTENING HOLDOWN SYSTEM PER GENERAL STRUCTURAL NOTES. THE HOLDOWNS SHALL BE DESIGNED BY -..-..- CS14x48 BEAM/RIM TO TOP PLATE Bea m Sched u(e Bea ri ng Wa I I Sched u le � .
<br /> THE MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE FURNISHED AND INSTALLED IN „ Bearing SHEETTITLE:
<br /> �� CS14x48 BEAM/RIM TO FULL DEPTH TJI Mark Beam Hanger Level if 2x4 if 2x6 if 2x8
<br /> � CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. -��-��- BLOCKING TO RECEIVE STRAP NAILING Studs Fourth Floor
<br /> I 9. MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE ,�,�,� n 61 LSL 13/4x11�/s HU11 (2) 4 2x4 � 16"oc 2x6 � 16"oc 2x8 (� 16"oc Framing
<br /> CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM _..-..- CS14x48 BEAM/RIM TO BEAM/RIM
<br /> EXCEEDING 12�. � 7 3 2x4 (� 12"oc 2x6 (� 16"oc 2x8 � 16"oc Plan
<br /> I'i 62 LSL 3/2x11 /$ HU412 (3)
<br /> � PROVIDE EQUAL NUMBER OF NAILS INTO EA. MEMBER 2 (2)2x4 (� 16"oc 2x6 � 12"oc 2x8 � 16"oc �
<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 & FILL ALL HOLES, TYP. � ALL STRAPS U.N.O. � 7 SCALE:
<br /> , STAIR/ELEVATOR SHAFTS TO COMPLY WITH FIRE SEPARATION RATING PER ARCHITECT.
<br /> 63 PSL 5/4x11 /s HGUS 5.50/12 (4) 1 (2)2x4 C� 12"oc 2x6 C� 12"oc 2x8 � 12"oc �/8" _ �'-o"
<br /> DATE:
<br /> 11. ALL POSTS ABOVE SHALL BEAR FULLY ON BEA�IS OR POSTS BELOW AND SHALL HAVE CONTINUOUS VERTICAL GRAIN BLOCKING TO 64 PSL 7x11�js HGUS 7.25/12 (5) NOTE: January 26, 2018
<br /> MATCH POST ABOVE FOR FULL BEARING THROUGH FLOORS TO THE FOUNDATION. 1. TOP & BOTTOM PLATES OF ALL BEARING WALLS & PROJECT N0:
<br /> 12. SPLICE ALL TOP PLATE SPLICES PER DETAIL 10 S4.1. SHEARWALLS SHALL BE DOUG-FIR SPECIES. 00306-2016-07
<br /> � 2. ADDITIONAL STUD FRAMING IS REQUIRED AT HOLDOWN SHEEf N0:
<br /> ' 13. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. LOCATIONS, STUD POSTS, AND DOUBLE STUD PANEL EDGE
<br /> FRAMING.
<br /> •
<br /> �
<br /> N0: OF SHEETS:
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