Loading...
HomeMy WebLinkAboutB17-0114_S-104_1501879560.pdf KOltil OF 1'' 41 a X- IS ir dtel 1,4 j3go ,00 , Graphic Scale O 08i042 �, �, �, �, �, K_6____ Graphic 0 4' 8' .—I I X � O c Scale: 1/4" = 1'-0" 7 5 o rn L) N / 44'-0" / !SE_ 0 • � 111) NV) O AREA DESIGNED FOR 0 Lr) T FLOOR DECK 2" MAX CONCRETE0 0 U 136'-5 5/8" TOPPING LOAD o RE: STRUCTURAL NOTES oo O Q INDICATES © 7 o '-- � _ 11 /8 ' LVL 11 /8" LVL INDICATES Q u r �` w 0 EDGE OF ROOF -50 -50 FLOG JOISTS FLOOR JOISTS EDGE OF DECK m > F- RE: ARCHITECT JOIST BRG 16" C. /16" O.C. RE: ARCHITECT >m 141'-3 3/8" o o' w o- Q ...•NN o Q \ \ v I.;_i 01 Li, \�' LA oc J % A O �� �t 0- w 1 0� �. = 0 S- t COLUMN / Hi n .: 2t4417),i 2 14" LVL 3 16" LVL 2244/1 w_ _ _ _ _ _ I \ -- ( HEADER v ' ( HEADER ".�t ' S 7/17/2017I G = 1 01 01 I FRAMING PLAN NOTES: i��,61SFONO- -� (2) 11 7/5- LVL 1w v INDICATES O (3) 2x6 1 1. [xx'-xx7 : INDICATES TOP OF BEAM ELEVATION. HEADER 4 I wo UJ BEARING WALL ABOVE 3/4" SHEATHING (TYP) A COLUMN 1 (1) 2x6 TRIMMER -50 N= (TYP) SPAN p c to 2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 19/32" OSB, EXPOSURE 1, RATED EACH END, U.N.O. W p C") v 40/20, OR EQUIVALENT FASTEN TO FRAMING WITH 8d NAILS LO 6" O.C. ALONG o Q W > �'O ALL PANEL EDGES AND 12" O.C. INTERMEDIATE, UNLESS NOTED OTHERWISE. 1 Ow ✓ W W ( p vW >, I 1 D' Z ro (z 1 3/4" SHEATH/NG 40 C.5 m cc O - ' m \0 3 FLOOR SHEATHING SHALL BE 3/4" T&G OSB OR PLYWOOD APA STURDIFLOOR, �j W ^ ^ 2 © I (TYP) EXPOSURE 1, OR EQUIVALENT GLUED & NAILED TO FRAMING WITH 10d NAILS r') v \ T. FLOOR DECK © )J 6" O.C. ALONG ALL PANEL EDGES AND 12" O.C. INTERMEDIATE, UNLESS NOTED L` 136'-9 5/8" �` -I I OTHERWISE. T. FLOOR DECK 4. ROOF JOISTS SHALL BE 14" ENGINEERED WOOD 0 24" 0.C., UNLESS NOTED INDICATES I 136'-5 5/8" OTHERWISE. 1 8 FLOOR OPENING STEP 1 -50 FOR MECHANICAL / IN PLYWOOD _ 5. FLOOR JOISTS SHALL BE 16" ENGINEERED WOOD © 16" O.C., UNLESS NOTED 2x6 ® 16" O.C. (3) 2x6 CHASE I �i i i DECK OTHERWISE. BEARING WALL BELOW COLUMN 04 (2) 16" LVL (3) 2x6 I 1T (TYP) \ir u FLUSH BEAMFlij COLUMN �� /_ __ N 6. ALL WOOD FLOOR FRAMING IND/GATED TO BE FLUSH FRAMED WITH TOP OF WOOD I n x J 1 II ELEVATION 3/4" BELOW TOP OF PLYWOOD, UNLESS NOTED OTHERWISE. �� I 04 (2) 2x6 W '' - - 1 COLUMN ^ m if 7. PROVIDE MULTIPLE 2x STUDS AT ALL BEAM BEARING POINTS EQUAL IN WIDTH TO 1 dii, (TYP, U.N.0.) COLUMN I 1 AREA DESIGNED FOR THE BEAM SUPPORTED, UNLESS NOTED OTHERWISE. 1 ---•J I I 1 2" MAX CONCRETE 1 INTERIOR N DLII TOPPING LOAD 8. WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS OF MORE THAN 4' SHALL HAVE 2x6 ® 16" O.C. i 05 u 04 T , I RE: STRUCTURAL NOTES A HEADER AS NOTED ON PLAN. BEARING WALL I (2) 16" LVL .r Q I 9. SEE GENERAL STRUCTURAL NOTES ON SHEET S-100 FOR STRUCTURAL NOTES AND I I MATERIAL REQUIREMENTS. FLUSH BEAM I �� ., U BEDROOM LEVEL 1 r OJ © 10. FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTION HARDWARE ARE J WALLS BELOW L 2x6 0 16" BEARING WALL INDICATED AS: J G RE. ARCHITECT r7 & %2 PLY OR �/6 OSB o I FLOOR OPEN/NG � �r SHEATHING SEE CONNECTION SCHEDULE & REFER TO CATALOG NUMBERS �n I m FOR STAIRWAY I I I # OF THE SIMPSON STRONG-TIE COMPANY. 0 N W 6- (2) 16" LVL I Z RE: ARCHITECT > et / FLUSH BEAM � �/ 01 I o .� / �/ / I I Q U 3 %2" ENGINEERED ZON -L r ��- - - - - - - - WOOD STUDS W N I 04 1 , 16" O.C. BEARING WALL - - - - i � , & 5/8" PLY OR 1962" ose ^ - 7- - - 1 SHEATHING Ce 1 LATERAL BRACING NOTES.- ' (2) %2" ENG/VEERED A 0 o I u 02 WOO COLUMN ALL EXTERIOR WALLS TO BE CONTINUOUS SHEATHING W/ 8d NAILS ® D 0 ' / i (2) 3 %2" ENGINEERED 6" 0.C. ALONG ALL PANEL EDGES AS A PERFORATED TYPE SW-2 O C) E1 03 WOOD COLUMN SHEAR WALL, UNLESS NOTED OTHERWISE. , ` CO Q I © SHEAR WALLS NOTED OTHERWISE ON PLAN ARE INDICATED AS: v N -50 II 1 I (2) 14" LVL INDICATE INDICATES SW-# INDICATES ENGINEERED SHEAR N 1 FLUSH BEAM EDGE OF ROOF 5/8" SHEATH/NG (TYP) 1 f RE: ARCHITECT ROOF BELOW co WALL TYPE. SEE SHEAR WALL CO STAN ��RE: BEDROOM LEVEL I SCHEDULE & SHEAR WALL DETAILS. I FRAMING -. I 0 1 • o 1 o I E 1 a I N /EM (2) 3 %2" ENGINEERED (2)-3-Y-2" ENGINEERED N 1 T WOOD COLUMN WOOD COLUMN I N D (2) 14" LVL HEADER 01 i -1 / • N C \ 1- - - } - - - - —,- \ I' o co 3 INDICATES I & JOIST BRG 8 ROOF BELOW 136'-6" 1 U RE: BEDROOM LEVEL----,..„ -50 FRAMING ui / 1 9'-6" I / 13'-0" / 11'-6" / CC N I z > > . 1 o0 (5 cect > __ w a a U I I � woo � o0 a o: ereit o 0 c Na U a m m co N 0 Nr-, Nr, c) o 0 0 3 3 N N N N N L C N 'o V ,o n W CO M CO ,0 I, a N o JOB NO: 2016-444 DRAWN BY: MAN N a o PE: MAN (3 a) E E Q / ED- FILE: ColumbineDrive_struct o �A A — — — — — — — — — a) Upper Level Framing Plan 0 0 UPPER LEVEL FRAM/NG SCALE: %4" = 1'-0" 1 co o Permit Set N