Loading...
HomeMy WebLinkAboutB17-0114_S-102_1501879560.pdf *IA OF ge a ec IS ir 40 '3qo llo �� �2 /� �� �� 6_ Graphic Scale o8�O4� 0 4' 8' O 2 I — — I � O C Scale: 1/4" = 1'-0" XN •E 1 1cn O0 rn '' 0 � O °' � N Cn X QO (11) i7) (f) O 0 o -71- co d .- C� O• 2 -50 1 J CONCRETE Q o L j i A`"N o RE: FOUNDATION PLAN r �'p.FOUNDATION WALL �•i �A D 1l,id1 ..• ••• . S. 1� , W 42204 r; �-' i -as 6/26/1 7 :6441 j Fi •cc i n 0a PT 4x16 LEDGER n as FRAMING PLAN NOTES: 14 -9,-.. •/ONA`���,`?• - 1. [xx'-xx J : IND/GATES TOP OF BEAM ELEVATION. `>>.,,,„„�— 10" WALL 10" WALL T. FLOOR DECK 2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 19/32" OSB, EXPOSURE 1, RATED 112'-0' 40/20, OR EQUIVALENT FASTEN TO FRAMING WITH 8d NAILS © 6" O.C. ALONG ALL PANEL EDGES AND 12" 0.C. INTERMEDIATE, UNLESS NOTED OTHERWISE 3. FLOOR SHEATHING SHALL BE 3/4" T&G OSB OR PLYWOOD APA STURDIFLOOR, 3/4" SHEATHING (TYP) EXPOSURE 1, OR EQUIVALENT GLUED & NAILED TO FRAMING WITH 10d NAILS SPAN 6" 0.C. ALONG ALL PANEL EDGES AND 12" 0.C. INTERMEDIATE UNLESS NOTED OTHERWISE. • • 4. ROOF JOISTS SHALL BE 14" ENGINEERED WOOD ® 24" 0.C., UNLESS NOTED FLOOR OPENING OTHERWISE. FOR MECHANICAL �� 4 2x6 (4) 2x6 (4) 2x6 CHASE '" COLUMN COLUMN COLUMN 5. FLOOR JOISTS SHALL BE 16" ENGINEERED WOOD © 16" 0.C., UNLESS NOTED (3) 16" LVL 04 ( 16" LVL (3) 16" LVL OTHERWISE. - FLUSH BEAM u FL SH BEAM FLUSH BEAM 6. ALL WOOD FLOOR FRAMING INDICATED TO BE FLUSH FRAMED WITH TOP OF WOOD a Vn �� ELEVATION 3/4" BELOW TOP OF PLYWOOD, UNLESS NOTED OTHERWISE. 04 7. PROVIDE MULTIPLE 2x STUDS AT ALL BEAM BEARING POINTS EQUAL IN WIDTH TO _90° cvo THE BEAM SUPPORTED, UNLESS NOTED OTHERWISE. • �1 8. WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS OF MORE THAN 4' SHALL HAVE m A HEADER AS NOTED ON PLAN. ,- 9. SEE GENERAL STRUCTURAL NOTES ON SHEET S-100 FOR STRUCTURAL NOTES AND �cI I (3) 2x6 MATERIAL REQUIREMENTS. I I COLUMN I I 10. FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTION HARDWARE ARE U / I INDICATED AS: J �✓ l _____________________ __ : SEE CONNECTION SCHEDULE & REFER TO CATALOG NUMBERS J I- — ii- I I # OF THE SIMPSON STRONG-TIE COMPANY •.„....._ FLOOR OPEN/NG00-4,--wwl-- 1 FOR STAIRWAY —1I I 'L I RE: ARCHITECT - (3) 16" LVL04 I I 0 0 • FLUSH BEAM u _ �- _ n 3 %2" ENGINEERED I � � v - 04 12 WOOD STUDS © 16" 0.C. W o \ ENTRY LEVEL 9 LATERAL BRACING NOTES.' BEARING WALL Z O= -50 . 5 19 c co WALLS BELOW �, & /e" PLY OR /32" OSB I ZJ ^ O SHEATHING W 3 .. \ RE: ARCHITECT z m \ ALL EXTERIOR WALLS TO BE CONTINUOUS SHEATH/NG W/ 8d NAILS o © /4 SHEATFIIN�( ) ^ Z 6" O.C. ALONG ALL PANEL EDGES AS PERFORATED TYPE SW-2 D S SPAN -�j 1/2" 3 %2" ENGINEERED SHEAR WALL, UNLESS NOTED OTHERWISE. o • _,Z1 (3) 3 ENGINEERED (2)OD COLUMN I CD WOOD COLUMN , - IIII O O _I 1 / / SHEAR WALLS NOTED OTHERWISE ON PLAN ARE INDICATED AS: U m c, (2) 11 HEADER • / • / / / N (1) 2x6 TRIMMER 2x6 ® 16" 0.C. r — - — ' I 4110 : INDICATES ENGINEERED SHEAR EACH END, U.N.O. BEARING WALL BELOW (2) 16" LVL I o)REY/SEDMFOR A WALL TYPE. SEE SHEAR WALL SCHEDULE & M N I FLUSH BEAM o (ryP) __ T FLOOR PECK A . I CLARITY SHEAR WALL DETAILS. > 112"-0" r -- - - �- - - - - 1 N I� �� , I 04 j I rn M INDICATES FULL STEEL MOMENT CONNECTION 1 I N,! h SEE DETAIL E 5 \ 4 ^ 1 -50 \ • I il 1 SYMBOL ADDED FOR 1 \ I CLARITY E 1 ` / / I - - - - J — W14x38 o INDICATES I 13 " [T. STL=111'-9 347 N / EDGE OF FLOOR ABOVE I INDICATES !II N / RE: ARCHITECT BEARING WALL ABOVE :■ n 177 N (TYP) W 1Ox26 14 1 — COLUMN is r 0)N r • N ibi~ u _ _ W18x76 (2J 14" LVL 1 1 13f[T. STL=111'- /47 —13 11 - - - J I Euo _LJ / 14 I HSS 12 x 4 x 3/8 I w v 1 I.r 6'-0" / 13'-0" / COLUMN 0 1— I 2 Q oO U= r7 -50 8\ o I p li Q I INDICAT S I z > 0 2x6 © 16" BEARING WALL I R ii oo EDGE O ROOF N ru y z w a & %2" PLY OR 7/8" OSB k. v `Y RE. AR /TECT SHEATHING o I c Ill 2 M Ce w o W > NOO LLLLa M LL 2 ,A, 0) 5/8" SHEATHING (TYP) W 0 CV 0 0 3 SPAN d. i_ co co N of M o0 �O ^ 1 SYMBOLS ADDED FOR o a W 10x26 CLARITY COLUMN 2016-444 O z › I JOB NO: 1 Q`� I • mu— W c_,DRAWN BY: MAN o > 1- 0 _ PE: MAN a)aa) OfY I 01 CHECKED BY: JEP Q o 1 - -1 - - - - - - l- - - - - - - - - - l FILE: ColumbineDrive_struct Main Level Framing 6 \ JOIST BRG 1 MA/N LEVEL FRAM/NG Plan o 0 1 I -50 109'-3" SCALE: %4" = 1'-0" / 25'-0" —I' / co I \_ ROOF OVERHANG N Permit Set RE: ARCHITECT (TYP) -, s- i 02 N