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HomeMy WebLinkAbout145 South Street - 2nd Floor FramingLEGEND Bearing Wali Below (— Bearing Wall Above_ _ _ L------------ Non-Bearing Wall Below Non -Bearing Wail Above ------------- L_ _ _ _ _ _ _ _ _ _ _ Post Below Post Above Post Above & Below Multiple Member Seams Side Loaded Connection 112" die. Bot (b) Max, . per 11m ft. ) ad �Ibs. per lin Lo bomb of4 b 2 o. 12 0. o e 0.0. 1314"Vera a -Lam —�--� 2 foo 1000 2000 Bolt Spacing 1wdie. ��-- - i� Bolt(b) _ 3 $75 750 1500 4,(e) 330 670 1330 Staggered F50 min. (0) 7" w ids members moot be loaded from both $Idea. (b) Uselfllat w eaners each side and drinh(grade esdV]" Ehigher) (d) A0 v lue00nMGWble st w hoe ooe Increasde allow ed 16% for snow loaded roofs al I&IFIR M Mufti Ipe Member Beams Side Loadetl Connacticn 1 3/4" Versa -Lam Nail Pattern led common nails. - see char Max Uniform Load (Iba.perin.tt.) `Numberet grows 3 rowel Members I min. �z 5z0 5$$o 3(e 390 595 (a) Nall pattern for 3 - piece member must occur on both sides. Neil values maybe Increased by 15% for snow -load roofs and by 25% for non - snow roofs where building code allows. Multiple Member Connection Nail I r49 te/ N.T.S. NO -1E WALL MOVED I TO ACCOUNT FOR STACKED I HAS BEEN MOVED I Nall each and 11 (1od)lnai�, l 1'h" minimum end bearing length at all floor and roof details. Attachment at End F1 -D N.T.S. Load Bearin WON AIST Blocking Panel. Use 3" (10d) nails at S" 0.0. cin Panels at Interior Bearing F 3-E N.T.S. I— Solid block all posts from above to bearing below -� Post Load Transfer � F� N.T.S. Accessory Schedule Tag Qty 1 Manufacturer Product Description H1 1 Simpson Strong -Tie, Inc. HU410 7 H2 13 Simpson Strong -Tie, Inc. HWU3.56111,88 11-7/8" AJST1' 20 MSR 14'0" H3 i' 69 ! Simpson Strong -Tie, Inc ITT311.88 5 H4 121 j Simpson Strong -Tie, Inc. IUT312 11 Toe nall dm board to plate w kh 2^B' (9d) nails M B" too. or w fh 3%' (1 ed) falls at I TO c 1 -2'h" (6q) nail for eachplatflange Rim Board ,F14 -A N.T.S. 11_� 15 Level 2 Al 11-71811 BCI® 90s-2.0 SP 16" OCS =_ 2ND FL 11411= 1'-011 15 Joist - Versa -Lam LVL beam F19 _ LVL Header Opening N.T.S. lam board and AJS T"tidety-sidle. fail Amboard and rlmplitwth Z'h" (6q) nags al b" co. C' Exterior End Wall Sport 13-G N.T.S. 2ND FL Framing Schedule - Nominalized Tag Qty Description w Length 1 15 11-7/8" BCIJ 90s-2.0 SP ` 20'0" 2 7 11-718" AJST'" 20 MSR 18' 0" 3 3' 11-7/8" AJST1' 20 MSR 14'0" 4 11-718" AJSiv 20 MSR 1 10' 0" 5 11-718" AJ ST" 20 MSR i 8' 0" 6 11 11-7/8" AJST- 20 MSR j 6' 0" 7 1 3-112" x 11-718" VERSA -LAMS 3080 DF 20'0" 8 3-112" x 11-7/8" VERSA-LANIC 3080 DF y 14' 0" 9 1 3-112" x 11-718" VERSA -LAM© 3080 DF 12'0" 1 C 1 3-"J2" x 18" VERSA -LAMS 3080 DF 18' 0" 11 2 1-::'-" x 11-7/8" VERSA-LANIJ 3100 SP li 34'0" 12 2 1-3'4" x 11-7/8" VER 6.0., 3100 SP 1 6' 0" 13 2 3-e" x 14" VERSA-LANIQ) 3100 SP j, 14' 0" 14 ELK 11-7/8" AJS T"" 20 MSR 10' 0" 15 1 TL 1-1/8" x 11-7/8" BC RIM BOARDTM OSB 144'0" a REVISIONS: 7-27-09 I H WWp 6i LLl R LFL U I- Lu LL ZQLUF- LLLLJJ m g0Z J h - Q CTS 7N Notes: Shop drawings, typical details and framing plans, outlining Installation procedures and unit Identification marks, shall be submitted for approval by the project arcnlracr onaror ®ngmsror. Exact quantities and lengths are the responsibility of the contractor. Contractor Is to verify all booms and Joists at their exact locations. The floor system (1-Jolstr LVL) are designed for floor Loads only. Roof loads from rafters, bracing, and beams must bear on exterlor walls and Interior walls with bearing straight through to a footing. Any roof loads carried by the floor system must be so Indicated on the framing plan submitted to us for take -off. Product to be stored, handled and Installed In accordance with manufacturer's recommendations. i r 06 (n *b = N J 0 =C N 4) o N O L > O 0 >+ tri N C BC FRAMERO 2.0 SCALE: 11411= 1'-011 DATE: 9/21/2005 BY: be FILE: Sidharth Lot #1.bcf DWG: LSHEET: 2 f3 -