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WOOD FRAMING: SPECIES/GRADE FIRE DEPARTMENT NOTES 40111�1 <br /> �►%� <br /> Studs (2X6) 1. SONDE A Pao AE FIR£Exnffax Pa AneATING C„1 I� <br /> 1. All lumber, plyWood, particleboard, structural glued-laminated timber, end-jointed LNOT LESS r 2 A LnIoW N'1 <br /> lumber, fiberboard sheeting (when used structurally), hardboard siding (When used Studs 2x4 Hem Fir stud Drs >'aR sof THE G FLoa� ALSO 'i, r <br /> ( ) / DURING caVsmucnaV <br /> structurally), piles and poles regulated by this chapter shall conform to the Hem/Fir stud 2 PRO DE FIRE ExnNGUIS'IER As REQUIRED BY FIRE DEPT. 1 <br /> applicable standards or gradingrules specified in the IRC and shall be so Top & Bottom Hem Fir 2 Flew INSPECTOR. <br /> PP P Pltes 2x4/ � � �,r EMT LwLw SHALLg�oP£NAaLE n� �•,A ! <br /> identified by the grade mark or a certificate of Inspection issued by an approved THOUT DRE USE OF KE LOP A r aAL IN �� <br /> agency. All lumber, timber, plyWood, and poles required to be Treated Wood Plates 2x6 ; .1, ae SPEaAL Loco; SHALL OE " <br /> Joist & Hem Fir 2 2x12 -aOING .PI DOOR aos i F —�� <br /> • under Sec. R319.1 shall be identified by the quality mark of an approved Hem/Fir ( ) 4. r Au MG THE DIRECTi N OF Car IRAI'l <br /> inspection agency Which maintains continued supervision, testing, and inspection Rafters Hem/Fir #2 (2x8) ► v sER�r c f nAN sD PERSONS <br /> over the quality of the product. Beams (4x10) Doug Fir/Larch #2 a RETARDi s OMER DECa4Anv£ AIERIALS SHALL eE <br /> a T 1S f/RE CERBETCA WV F`',S 1o.H' PRD a,IS Q N <br /> (4x12) Doug Fir/Larch #2 ,rCAt , ,AL1 NOr » By ›' <br /> 2 Wood members entering masonryor concrete requires one-half inch net Cav n�G AiEnt�t tY(6x12) Doug Fir/Larch #1 d <br /> air space on top, sides and end. 6. a+ Bu GIs OCCUPIED. ENT si s SHALL BE >" " <br /> 3. Joists under and parallel to bearing partitions shall be adequate to support the load. (Glu-lams) 24F-V•4 DF/DF 2400/1200 son nt£r ARE CLEAT r Nsra <br /> Cont. Mem. 24F-V8 DF DF 2400 2400 y1p��E r SIGNS A D IREcTIONAL EXIT Sfp�s iiml <br /> DF/DF M IMUM 6 HIGH 8Y./4Q STROKE 11.00K LETTERS LW A = d <br /> 4. Solid blocking over bearing partitions, Walls, and beams. Parallam 2900 era ND. ® INDICATES LOCATION of W <br /> Microlam 2600 arr r5 ALL �Alm PER CHAPTER }• o <br /> 5. Fire blocking and draft stopping shall be installed to cut off all concealedLL Au Ho <br /> DOT PATH LLAYTWG SHALL BE FRONDED G A yALOE 3 <br /> draft openings (vertical and horizontal). OF ONE FOOT CANDLE AT FLOOR LEVEL j a <br /> 9. <br /> 6. Columns and posts to be framed to true end bearing adequately anchored �- <br /> Ot top and bottom With a positive direct connection to assure against uplift fa L�lE�oR�Y nRE/L/FE srslEl4 As REQUIRED BY U <br /> and lateral displacement. 11. COMPLY$181 INDOOR STORAGE OF COMBUSTIBLE MATERIALS , c4 <br /> Post to beam connection: Where post and beam or girder construction is used, 12. H s LW TO� lH OF 44,QRRIDORS AND EXITS SHALL <br /> a positive connection shall be provided to ensure against uplift 15 PROVIDE OCCUPANT LOAD SIGNS PER FIRE MARSHAL AND <br /> and lateral displacement(IRC R4073) iBC ST p� yE Z CO <br /> 14. UNLOCKED DURING AH BUSINESS HOURS'ANIS DOOR TO REAIAiN W xN <br /> MATERIAL: 2 0 rn <br /> 1. Plywood Wall: 3/4" CDX 24/0 Span rated structural II z Q <br /> Floor: 3/4" CDX 48/24 Span rated structural II 0 Q <br /> Roof: 1/2" CDX 32/16 Span rated structural Il d V I- <br /> 2. Lumberload bearing dimension lumber for framing members and Wood structural panels : i- '-- <br /> must be indentified by o grade mark [R.502.1,R6021, R802.1] —Q W <br /> II <br /> 3. Structural Steel: Z W <br /> a. Structural steel shall be ASTM A36, Fy = 36 KSI Z co W <br /> b. Pipe shall be ASTM A53, Fy = 35 KSI W C•1 <br /> W <br /> • c. Wood connection bolts shall be ASTM A-307 <br /> d. Anchor bolts shall be ASTM A-307 <br /> . e. Welding electrodes shall be E70XX <br /> f Design, fabrication and erection shall be /n accordance With the <br /> 8th edition of the "AISC Specification for the Design, Fabrication <br /> and Erection of Structural Steel for Buildings." All Welding shall <br /> conform to the AWS D1-1 "Structural Welding Code." All Welding H <br /> shall be performed by Washington Association of Z 1.0 <br /> Building Officials (WABO) and AWS certified Welders. 0 <br /> O <br /> g. Miscellaneous steel hangers to be Simpson or approved equal. U (N <br /> Nail all holes With nails as specified by manufacturer unless (n O <br /> shown otherwise on drawings. Expansion bolts into concrete shall W <br /> be HIlti "Kwik Bolts-Il" (Manufactured and installed per ICC 0 O <br /> or approved equal. Anchor bolts into concrete shall Z <br /> be A307.Minimum embedment for bolts in concrete shall be per IRC ' <br /> Q <br /> W <br /> CC Q <br /> W 0 <br /> • Z <br /> *I,1CD <br /> W <br /> a.= \ <br /> , s <br /> N <br /> � a <br /> T <br /> j <br /> \It, <br /> O \\ <br /> A02. 1 <br />