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HomeMy WebLinkAboutB14-0325_Nugget_S2.3_1415827860.pdf It ti OF ge 4°A0111* . _ fa01000 4.ty vie _11112\t 53.1 dr 0 cc m GloIds tot 1r0 Isrl' Ea_ 1 __ _ _ 1 l) /////////i///////// 1- -1 rFRAMING NOTE: Cf 03 5 I I _ 2 141 GiR 7 7 - 1 l�yl 1 / :-I ALL OUTRIGGERS 53.2 �' 53.1 I ://,1 ► /� I 1� 1 /////////////// //////iii/////z/z/�//w/////////�,1 7 i,w, ARE 2x6 ® 16" o.G. 11/12/14 / / (3 -3/4" x I -7/ LVL (3) 1 3/4" x G-I/2" LVL 6x8 DF #1 I 3, I - ////// � o o SGA/////%i// / 1-3/4" x 11-7/8" LVL TRUSS - < d \J MOTE I / v �' I • / I J J Ji. I I2x12 LEDGER . . I } } /a417+-y- - J J SHADING INDICATES SUNDQUIST (3) -3/4" II-7/8" LVL / 2 .) V LOW ROOF FRAMING / AREAS (TVP I GAL) p es i n ro U :RE:•A`R H4 : �Go NOTE 6 / /// O �' ♦ ♦T,Q.�SLA /tri_ •2•: : '4. . I • LPRE ENGINEED Structural Expertise. Practical 5olution5. r O m: m• m TRUS ES ® 2- o.G. a5 2. NOTE 10 m I 1 a I I• . Po Office Box 676 a j CO j j 53.4 "-6-I Gc�f►iFer °lorado 80433 4 • d :. 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SHEATHI G -' 1 c�.__. ;--1 O 1 J r. r x I i N U 53.2 5 1 x - - lJQ +-+ ,-� 53.4 0- cD 1 _ I O x x 1 1 . x • x NOTE 1 0 I NOTE 6 I O 1. cv _ � i _ L J m m m m 1 - �, NOTE 5 X O LIL1 TE 4 j\ _ m ` co o TYP I GAL NALL HEADER NOTES O m PIGAL m• (3) I-3/4" x 11-1/8" LVL m END TRUSS ct 3 a . = ALL DOOR, WINDOW AND OTHER BEARING WALL PENETRATIONS 53 2H t H bA ARE TO BE HEADERED WITH (3) 2x10's (MINIMUM) WITH A SINGLE 2x6 STAIR //////////////A- I to TRIMMER ANDA SINGLE 2x6 KING STUD AT EACH END, • $� . f.. .�� � � ' (3) I-3/4" x r • 4xIC� LEDER J L UNLESS NOTED OTHERWISE. ' 1%._____ = . / I 1 11 I L J �• J -= q-I/2" LVL m� • _ • _ l%w x 1 Th Cin Z.�. dq • ° J1 1 2x T4G DECKING I-JOIST HANGER SCHEDULE . : = �.4� • • 4 NOTE 8 J� J Jj� (3) I-3/4" x I I-7/8" LVL L 111;t 1 411I 1 • a . 53.3 ' .Al SINGLE I-JOIST ' .. RE:.:ARCH a1 , . % 1-UI II 111 I ® _ 111V _ - °.• I .0.' SLAB °•'I' a°° 'A • �/ • 1 ■\A 111 JOIST TOP FLANGE FACE MOUNT a I I S'MlO 17 I#I Il, 4 7 \ HEIGHT MODEL MODEL d ;• 12L Tom, •nl;�o 53.4 :::: .. a ..531 ' ,° -� --- � +/ • 0 -7/8" BGI 6000 III 3511.88 1U52.31/11.88 5 ' '• a,' ,d.. a �d �•' • 53.2 : p• oe: 6 II-7/8" BCI 6500 I 11411.88 1U52.56/11.55 d.i. 53.4 4 I1-7/8 BGI 60 I 1 14511.88 IUS2.37/11.88 fy. • .: . ")iii•�4 II-7/8" BGI 610 ITT411.88 IUS3.56/11.88 10X ° : , ,4.d d a°e 9 El x ` ' 53.1 Date • 08/29/2oi4 C ' / ` � I� c ' S*S. 1 SDG Project No. • 14-050 0 LVL BEAMS AND HEADER HANGER SCHEDULE �► i Drawn By • SDG 0 \ Checked By • JDS 13/4" VERSA-LAM LVL / • TYP I GAL FRAMING PLAN NOTES \ TYP I GAL SHEATHING NAILING NOTES MEMBER TOP FLANGE FACE MOUNT MODEL MODEL Third Level Floor and Date ' Issue PLAN NOTATIONS: GL: CLU-LAMINATED BEAM II 7/8" MIT11.88 HUII • BGI: I--JOIST PANEL INTERMEDIATE 08/13/14 • Progress Set LVL: LAMINATED VENEER BEAM APPLICATION SHEATHING EDGE (FIELD) ATTACHMENTS „ BEAM BEARING CONDITION: NAILING NAILING �� Low Roof FramingPlan 038/21/14 • Progress Set 2 PLY 13/4 VERSA-LAM LVL • ijil 1 I SCALE: I/4"=1'-O"• 08/25/14 • Progress Set �� INDICATES TOTAL NUMBER OF GANG STUDS 3/4" T. 4 G. Sd( RING SHANK NAILS TOP FLANGE FACE MOUNT l (ALT. 10d COMMON) 08/27/14 • Progress Set MEMBER U� TO BE LOCATED AT BEAM BEARING FLOORS APA RATED 6 O.G. IO O.G. MODEL MODEL Q� 0� STURD-I-FLOOR GLUED WITH NOTES: I. REFER TO SHEET 51.1 FOR GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. NORTH 08/29/14Construction LOCATIONS. ALL GANG STUDS ARE TO TRACK CONST. ADHESIVE 2. REFER TO ARCHITECTURAL DRAWINGS FOR MISC. FLOOR PENETRATIONS. II 7/8" HWU3.56/11.88 HHU5410 l.. J. DOWN TO FOUNDATION WALLS (U.N.O.) 3. ALL FLOOR BEAMS ARE FLUSH-FRAMED (UNLESS NOTED OTHERWISE). • HEADER BEARING CONDITION: 1/2 APA • WALLS RATED 6"o.c. 12"o.G. 8d COMMON NAILS 4. REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE LOCATIONS. 3 PLY I 3/4" VERSA-LAM LVL INDICATES NUMBER OF MULTIPLE TRIMMER AND G-G, G-D 5. REFER TO DETAIL 6/51.1 FOR TYPICAL BEAM POCKET REQUIREMENTS. TOP FLANGE FAGS MOUNT lel 1 KING STUDS TO BE LOCATED AT HEADER BEARING 6. INDICATES 2x6 ® 16" o.G. BEARING WALLS ABOVE. MEMBER 1) 0• 5/8" APA RATED Title • Third Level Floor and MODEL MODEL l �• LOCATIONS. MULTIPLE TRIMMER AND KING STUDS I. ALL LOW ROOF RAFTERS ARE 2x12 O 24 O.G. (UNLESS NOTED OTHERWISE). J• ARE TO TRACK DOWN TO FOUNDATION WALLS (U.N.O.) ROOFS EXPOSURE I 6"o.G. 12"o.G. IOd COMMON NAILS 8. PROVIDE L 5 x 5 x 1/4 LOOSE LINTEL WITH 4" MINIMUM BEARING AT EACH END FOR STONE Low Roof Framing Plan II 7/8" H1A1U5.50/11.88 HHUS5.50/10 T = TRIMMER STUDS RATED 40/20 VENEER ABOVE WALL PENETRATIONS. BOLT LINTEL TO WALL HEADER WITH 5/8" x 5" LAG K = KING STUDS SCREWS SPACED a 36" o.c. (MAX.). 4 PLY I 3/4" VERSA-LAM LVL MISCELLANEOUS CONDITIONS: • NOTES: I. USE REQUIREMENTS SHOWN ABOVE UNLESS NOTED OTHERWISE. g. PROVIDE BLOCKING BETWEEN JOISTS AT STONE VENEER AND / OR BEARING 2. REFER TO THE 2012 INTERNATIONAL RESIDENTIAL CODE WALLS FROM ABOVE (RE: DETAIL 2/Sl.l). MEMBER TOP FLANGE FACE MOUNT 4 INDICATES COLUMN / STUDS fjl INDICATES COLUMN / STUDS FOR ADDITIONAL SHEATHING REQUIREMENTS. 10. DOUBLE ALL FLOOR JOISTS BENEATH KITCHEN ISLAND. MODEL MODEL l FROM A LEVEL ABOVE, l �� POSTING DOWN TO FRAMING 3. EDGE NAILING PERPENDICULAR TO FRAMING MEMBERS REQUIRED II. ATTACH LEDGER TO WALL/RIM WITH (2) ROWS OF 5" LONG LEDGER-LOK SCREWS S 2 • POSTING DOWN TO THE l MEMBER NOTED ON THE AT WALL PANELS ONLY. 3 ` II 7/8 HWU7.25/11.88 HHUS7.25/l0 ' ` CURRENT FRAMING LEVEL CURRENT FRAMING LEVEL ' ` ' SPACED g 16 o.G. (MAX.).