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HomeMy WebLinkAbout25.171 - Framing PlanLEGEND Bearing Wall Below Bearing Wall Above — — — — — — — — — — — 7 I- Ndn-Bearing Wall Below Ndn-Bearing Wall Above Past Below Post Above Post Above & Below Muttlple Member Beams Side Loaded Connection 112" dia. Boit (b) Wax Uniform Ldad (lbs. Perlin ft) �Ninl10r Of l 24.Po.0 12"oc 6-oc Me 8ers 1 314"Versa-lam 50000 2000 Bolt Spacing 12" 2 dis - - - ®IL Bolt (b) 3 375 750 15 -i 00 e 4(l) ' 330 I 670 1330 Staggered Multiple Mamber Beams Side Loaded connection 1 314" Varsa-Lam Nail Pattern 16d common nails. Bee chart hW Uniform Load (lbs.perin h ) �Numbarof grows 3rows' Members mud. 2 X20 790 3(a) _390 595 Jai (a) 7- w Ne members must be badea from Dom saes. (b) Design values apply to cemmon tons (grade 5 or higher) (a) Nail pattern for 3 - piece member must occur A both sides, use retw as hers each side and dra holes 12" dia. (c)25%fvalues orr mad-show�roolf9 w heerrecde arlow ed is%to, snow ceded roots ai Nail Values may be increased by 15% for snow - load roofs and by 25% for hon " snow roofs where building cotle allows. l rr, l Multiple Member Connection Nail N.T.S. &I Least Saved Date: 5/26/2005 3:59 PM Print Date: 5/26/2005 4:07 PM 10 AJ5'" Blocking Panel. Use 3" (10d) nails at 6" o.c. Nail each end with 1 -3' (10d) nail V Load Bearing j � Walls 1'W minimum end bearing lengih at all floor and roof details. I n� Attachment at End kin Panels at Interior Bearing N.T.S. F13 -E. g N.T,S. USE LVL F0RDECpK ATTACHMENT. "7 $Ii 1 1 1 7.{I 11_; 8 I n START FRAMING HERE Level 1 Al 16" BCI 900s 12" OCS III YIrJ Level 1 1/4" 1 1.001 Level 1 Framing Sd4dule - Nominalized Mark % Q, Manufacture, Product Description W Qty W-14 -1-i-4W A-1-14-J_44-il-ll-yLl FMark 1 5 16" BCI® 900s SP H2 1 1(_J 1 16" BCI® 900s SP J J4J4. 3 2 _l 5 1_Lll 4 y 16" BCI® 900s SID TL 10' 0" 1 6 1 I 3100 SP 28'0" 6 1 1 3/4" x 16" VERSA-LA'.'Z) 3100 SP 6' 0" 7 I II II 1 3/4" x 16" VERSA-LA'.'D 3100 SP 4' 0" i li 1i 2 13/4" x 16" VERSA-UK 3100 SID i I BL'K 16" BCI® 900s SP t 4' 0", 10 TL 1 1/8" x 16" BC OSB RIM B4OARDTMI 128'0" l r� I li I 1 rl I li I l rl 1 I ii i 1 .i ij ti I 3 3 i l 1 I ' li li -_ -_IJ r 5I(3} I 7112_2_2 -2 -2 -2 -2 — 2 2 2 2-_2 - - 2 2 2 2 2 2 .2. 2_ -P.._ 2 .t __I __ -2_ .2 _2 _2 _2 I - -7121, 4 I --- - --- - 71-11 - - - - - - START FRAMING HERE Level 1 Al 16" BCI 900s 12" OCS III YIrJ Level 1 1/4" 1 1.001 Level 1 Framing Sd4dule - Nominalized Mark % Q, Manufacture, Product Description Hi 4 Qty Description H3 4 Length FMark 1 5 16" BCI® 900s SP H2 30'0" 2 34 16" BCI® 900s SP 4'0" 28'0" 3 2 16" BCI® 900s SP 5 1810" 4 2 16" BCI® 900s SID TL 10' 0" 5 6 13/4" x 16" VERSA-LA".'n 3100 SP 28'0" 6 1 1 3/4" x 16" VERSA-LA'.'Z) 3100 SP 6' 0" 7 6 1 3/4" x 16" VERSA-LA'.'D 3100 SP 4' 0" 8 2 13/4" x 16" VERSA-UK 3100 SID 9 BL'K 16" BCI® 900s SP 4' 0", 10 TL 1 1/8" x 16" BC OSB RIM B4OARDTMI 128'0" Level 1 Accessory Schedule Mark % Q, Manufacture, Product Description Hi 4 j Simpson Stro-g"Tie Inc. HGUS412 3-1/2x 11-1/4 to 18 V -Lam Face Mount H3 4 ( Simpson Strcng-Tie Inc. IUT416 3-1/2x 16 to 24 V -Lam Face Mount 10 A Solid block all posts from above to beating below. FT Post Load Triansfer N.T.S. Toe nag rim hoard to plate w fth 2'/" (&i) nails at 6" o.c. or w A 3Ya" (16d) nails at 12" o.c. l 1 -2%" (6d) nal for �Il eachlolstflango l Rim Board N.T.S. 0 Joist LVL beam � l LVL Header Opening �, I N.T.S. START FRAMING HERE Level 2 Al 16" BCI 600s 16" OCS III Level 2 1/4" � 1 1_0�f Level 2 Framing Schedule - Nominali2ed - Mark I Qty Description Length Description H1 r;`,� Simpson Strong -Tie Inc. HGUS412 3-1/2x 11-114 to 18V -Lam Face Mount H2 6 3 2 1 3/4" x 9 1/2" VERSA -LAMER) 3100 SP 4'0" 4 6 1 3/4" x 16" VERSA -LAM® 3100 SP 28' 0" 5 4 1 3/4" x 16" VERSA -LAME) 3100 SP 6'0" 6 TL 1 1/8" x 16" BC OSB RIM BOARD"m 144'0" Level 2 Accessory Schedule Mark Qty Manufacturer Product Description H1 4 Simpson Strong -Tie Inc. HGUS412 3-1/2x 11-114 to 18V -Lam Face Mount H2 6 Simpson Strong -Tie Inc. IUT3516 2-6/16 x 16 to 20 BCI® Face Mount Wm board and AJS "y;ide-by-side. Nail rimboard and nmjoist with 2Yv" (ad) reads at 64 oz. I I ( nl Exterior End Wall Suppert r( �vl N.T.S. A REVISIONS: z0 WWp i1j LU w LL 1--� zQw= WCON 20Z J H J Q N Notes: Shop dradfings, typical details and framing plans, outlining Installation procedures and unit IdentlticaltIon marks, shall be submitted for approval by the project architect and/or engineer. Exact quantities and lengths are the responsibility of the contractor. Contractor Is to verify all beams and joists at their exact Iodations. The floor system (111-jolst, LVL) are designed for floor loads only. koof loads Irani raftersi bracing, and beams must bear on exterior walls and Inllbrlor walls With bearing straight thrdugh to a footing. Any roof loads catrled by the floor system must be so indicated on the framing plan submitted to us for takeoff. Product to be stored, handled and Installed in accordance With manufacturer's recommendations. \ 1 � ©cIlia, v,y� N ' t) 7 C 0 t 0)a CV a rn 0 0 CU Co c (11) CC 11 U 2 5ogra"rl - k4l" BC FRAMER® 2002 SCALE: 1/4" = 1'-0" DATE: 5/26/2005 BY: be FILE: Ziegler CuSak.bcf DWG: SHEET: 1 / 1