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HomeMy WebLinkAboutVAIL VILLAGE FILING 12 BLOCK 2 LOT 44 DOOR SCHEDULE MARK QUAN SIZE TYPE MATERI HARDWR NOTES WIDTH HT THICK 1___ _3_0 7 0 1�31d T ROUND TOP PANEL WOOD — �� - -- ENTRY. ^ — ^ -- WEATHER STRIP & ' THRESHOLD la ii iii i� `� � - Q Z _ O LU Q Q Q- O N ; °- w Op' w UU Q Z <P O> o W CO Q z t- N V> �O LU Q 0 co O th CJ / El f. .. WOOD FRAMING NOTE5: 5/8/96 <r s LA-1 4 .- [Y a* ' W o CL t.+-k = o J : a v u J � e b Z y P 1 p v '.. K O t`...; 5/8/96 I I- `tip Q z w Q a. o 4 .- W O W G. CD O V V r J Z !- N u r- i W d s u, co tr 4 r 'C G. d o� I I- `tip GENERAL NOTES 1. LIVE LOADS USED IN DESIGN 8. WOOD : .► EXTERIOR STUD WALL A. ROOF (3:12 SLOPE) 100 PSF A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WIT 5FfEAT B. TYPICAL FLOOR 40 PSF WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING FLOOR 5HEATHINO CODE AS FOLLOWS: C. EXTERIOR DECKS 100 PSF 2` THICK - 4' WIDE STUD fb = 800 psi 2X DECKING BLOCKING FLOOR SHEATHING D, WIND 2' THICK - 6' & `WIDER NO. 2 f = 1250 psi ROOF 1. -BASIC WIND SPEED 80 MPH 3' THICK - 6' & WIDER NO. 1 fb = 1350 psi DECK J015T SHEATHING 2. EXPOSURE NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO R .E: FLAN FLOOR JOISTS cC B ALLOWABLE STRESS INCREASES. RE: PLAN E. EARTHQUAKE ZONE 1 & PROVIDE 1 X 4? CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD JOISTS AND 2X 12 2. NON- STRUCTURAL ELEMENTS: SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS � 3 � u., WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERWISE NOTED. , FLOOR JOISTS <t - ATT A: ELEMENTS SUCH AS NON- !PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED 2X10 AT RE: PLAN BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER T 0 E S RUCTURAL C. LAMINATED BEAMS = BLOCKING d .- MOVEMENTS. 1. ALL LAMINATED `MEMBERS ;SHALL BE FABRICATED OF DOUGLAS FIR: LARCH AT 12 ROOF .2X6 !._.EDGER w m PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE JOISTS W # o B. FIRE PROTECTION IE NF ©T ECT IO FO T O LL STRUCTURAL RA PARTS U L P R S SHALL BE PROVIDED SHALL MEET L EE 'M LAMINATED , 2 L I ATED MEMBER SHALL LL BE DETAILED AN F IN ACCORDANCE THE D BEVEL PLATE MINI UM REQUIREMENTS CODE Q I EU EETSFRTH TYPE D E Y E OF CONSTRUCTION SPECIFIED BY THE E _ .WITH STANDARD ➢ FOR THE DESIGN AND FABRICATION OF STRUCTURAL G.I._. »I✓ BEAM . �-_. INTERIOR AKIN BE G Q � < a 4 ARCHITECTURAL DRAWINGS. ` GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. RE. PLAN �'`'�-�^ WALL 3. FOUNDATIONS: 3. PROVIDE UNITS CONFORMING TO AITC 117, 22FV8 D.F. FOR CONTINUOUS � BLOCKING MEMBERS` AND CANTILEVERS AND 24FV3 FOR SIMPLE' SUPPORT M R ME BE S. WOl3D DECK' u •� A. THE ALLOWABLE SOIL BEAR NG PR ASSUMED I PRESSURE SSUMED IN DESIGN IS 30Q0 PSF, MEMBERS HA .HERS S LL BE DESIGNED WITH ZERO CAMBER WITH TOP:SURFACE COt -t�tN cn •� ad a THE CONTRACTOR SHALL RETAIN A`LICENSED SOILS ENGINEER TO INSPECT THE AR Y CLE E STAMPED ON EACH MEMBER.. t w G.L. ROOF RAFTE R ROLLED 6 3/4XI2 ROOF SHEATHING ROOF SHEATHING 2X Gt_U -I_AM BEAM �+EATNING ON 3/4 "4> X f2" LAG BOLT 2X10 5T22 AT 6 EACH BEAM T 4 G FROM RAFTER INTO 2X10 ROOF EACH 2XI0 ROOF JOPIST DECKING REAM. TYPICAL 12 BLOC ING I AT EACH BLOC ING I AT EACH Q Z w Q G1. c o0 h b � m U-1 '- O C. 4.1. OG C! U CY_ z >°` _ tN uj N C O Z H _ U- d. *- o m o woc