HomeMy WebLinkAboutStructural Drawing.pdfGENERAL 1. GOVERNING BUILDING CODE: INTERNATIONAL CODE COUNCIL (ICC) "INTERNATIONAL BUILDING CODE 2009" 2. LOADS A. FLAT ROOF SNOW LOAD ........................................... .40
psi B. WIND LOAD .................................................................. 90 mph WIND EXPOSURE CATEGORY ....................................... B TOPOGRAPHIC FACTOR, Kt ....................
.................. 1.0 IMPORTANCE FACTOR ............................................... 1.0 STRUCTURAL STEEL 1. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE
WITH AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION 2. MA TERIALS; A. PLATES, ANGLES, CHANNELS ....................... ASTM A36 B. MACHINE BOLTS ............................................
ASTM A307 3. ANCHOR BOLTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. 4. STRUCTURAL STEEL SHALL BE CLEANED TO MEET THE REQUIREMENTS OF SSPC-SP2. STRUCTURAL STEEL SHALL BE COATED
WITH SHOP COAT RED OXIDE PRIMER OR COATING PER ARCH'L. 5. HOLES, NOTCHES, AND CUTS SHALL NOT BE MADE IN STRUCTURAL STEEL MEMBERS WITHOUT ENGINEER'S APPROVAL. 6. ADHESIVE FOR ANCHORS
SHALL BE HILTI HIT HY20 OR APPROVED EQUAL. DESIGNER: OBD ANDERSON STRUCTURAL 1-"==""-="----------1 ~'" ENGINEERING, INC. CHECKER: LKA ~ 446 ELK RUN ROAD PROJECT NO. 1300-40 ., 4W,1-;
NEW( 9C7A0S) T9lE8, 4C-0O3. 206 1647 REVISION: CONSTRUCTION 9-3-13 DWG. NO.: SK-l AV BY DESIGN OFFICE 2550 HWY 82 UNIT C208 GLENWOOD SPRINGS, COLORADO
\ I EXIST'G eMU WALLS) TYP. hl---1 I ~ VJ bll VJ ::J ~ <.9 i(f)i 10'-0" +\-R.O. x WI i I I ++--( '''" L8 x 4 x 7/16 I , ______ lL~---~-· +=:-=~'___='f__=~---..... t j 4 x 7/16 LET IN
ANGLE TO EXIST'G CMU 4" MIN. BEARING PARTIAL ROOF PLAN SCALE: 1/4" = 1'-0" CD I co N <.9 , ~ 0:c 10:: 1 DESIGNER: OBO ANDERSON STRUCTURAL I-"'"",,'=~=--------I tJ[ ENGINEERING, INC.
CHECKER: LKA t ''''' ELK RUN ROAD PROJECT NO. 1300-40 1 4,1; NEW CASTLE. CO. 81647 REVISION: CONSTRUCTION 9-3-13 .y-(970) 98'-0320 1--::-::::::--:-:::: ___ -=-::-___ _ AV BY DESIGN OFFICE
2550 HWY 82 UNIT C208 GLENWOOD SPRINGS, COLORADO OWG. NO.: SK-2
~ EXIST'G TRUSS~ PER PLAN ~ ----""~~ \ \ ~/""--------\ ",,' ~ . \ C ~~ -~_ ... -. -------~-I--~:: ----r:~' . --... ---~'I ~I /1 I EXIST'G 8" CMU~ r'-'I /-~~>---:T 1/2"¢ ALL THREAD @32"
O,C,' ?<. 1--, , ,) ; DRILL & EPOXY INTO SOLID , GROUTED CMU, 3" EMBED. ""--(2) L8 x 4 x 7/16 DF No,1 SOLID PACKOUT SECTION A-A SCALE: 3/4" = 1'-0" DESIGNER: OBD ANDERSON STRUCTURAL
I-"-=c''=''---'-=---------j ~_ ENGINEERING, INC. CHECKER: LKA '1f 448 ELK RUN ROAO PROJECT NO, 1300-40 '<Y.' NEW CASTlE, CO, 81.47 REVISION: CONSTRUCTION 9-3-13 (970) 904-0320 1-::-:~-=----'-~-'-"-~7
--~-----t DWG. NO.: SK-3 AV BY DESIGN OFFICE 2550 HWY 82 UNIT C208 GLENWOOD SPRINGS, COLORADO
~ H /1 1 EXIST'G 8" CMU~ I ' . . I 1/2"'" ALL THREAD @32" O.C. /~p-~ DRILL & EPOXY INTO SOLID " GROUTED CMU. 3" EMBED. ,,-( 2) L8 x 4 x 7/16 OF No.1 SOLID PACKOUT DESIGNER: OBD SECTION
A-A SCALE: 3/4" = 1' -0" .~ ENGINEERING, INC. CHECKER: LKA ~ 448 ELK RUN ROAO PROJECT NO. 1300-40 AV BY DESIGN OFFICE e; 2550 HWY 82 UNIT C208 ANDERSON STRUCTURAL It NEW CASTlE. ce.
81647 I--o-:RE~V:I'=S:=IO:-N'c:":":'CO:'::"'N-:S:'::TR::"U':"'C~T:I:O"N""""'9--3:--1-"3 ..---I (970) 964-0020 I--o-:=--=----=~.:...-.:...-~--I GLENWOOD SPRINGS, COLORADO DWG. NO.: 5
1(-3
-EXIST'G CMU TYP. ---~I'I-------,-t --WALLS ! /II \ ;,,, ( I,\n, 11 i , { ( \ \ , ' ; " ) "~/:;i 1/, f I , , ', I, -1..-1 G-:I ,/I (f) bjl (f) ::::> Ct: f-CC> i-(f) x w I I I 10'-0"+\-RO
I ill I co N -------~l--I :-!====0r--------=-r-~:L=-_4_ <C=L,-8=X= 4 =X=7~/~1~6 -=I~dd I I __ ---"j---+-~ (A~8 x 4 x 7/16 , ~ LET IN ANGLE TO EXI ST'G CMU 4" MIN . BEARING \SK -Y °I
ICt: '--../'Ow PARTIAL ROOF PLAN SCALE: 1/4" = 1'-0" DESIGNER: OBD ANDERSON STRUCTURAL 1-"':=.:"-=-"--'= ______ --1 446 ElK RUN ROAD PROJECT NO. 1300-40 ~> o -----------'--AV BY DESIGN
OFFICE 2550 HWY 82 UNIT C208 ~. ENGINEERING, INC. CHECKER: LKA w4 ,j:-: NEW( 9C70A) sm96,4 -C0OJ. 206 1647 REVISION: CONSTRUCTION 9-3-13 GLENWOOD SPRINGS, COLORADO DWG. NO.: SK-2
GENERAL 1, GOVERNING BUILDING CODE: INTERNATIONAL CODE COUNCIL (ICC) "INTERNATIONAL BUILDING CODE 2009" 2, LOADS A, FLAT ROOF SNOW LOAD " """",, ',, '" """,, """"""",,40 pst B. WIND
LOAD "" " """""". """"" "" ... "." " ." .... " .. "",,90 mph WIND EXPOSURE CATEGORY"""" ", "". """"."."""",B TOPOGRAPHIC FACTOR, Kt "."." ... " .. """ .. "."" " .. ",, 1,0 IMPORTANCE
FACTOR "".,, " ". " ." ... """,, .... "".,," """ 1 ,0 STRUCTURAL STEEL 1. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL,
13TH EDITION, 2. MATERIALS; A. PLATES, ANGLES, CHANNELS """ " " """ .. "".ASTM A36 B. MACHINE BOLTS .. " .. """ ... " " .. """ .. """"".ASTM A307 3. ANCHOR BOLTS SHALL BE GALVANIZED
IN ACCORDANCE WITH ASTM A123. 4. STRUCTURAL STEEL SHALL BE CLEANED TO MEET THE REQUIREMENTS OF SSPC-SP2. STRUCTURAL STEEL SHALL BE COATED WI TH SHOP COAT RED OXIDE PRIMER OR COATING
PER ARCH'L. 5. HOLES, NOTCHES. AND CUTS SHALL NOT BE MADE IN STRUCTURAL STEEL MEMBERS WITHOUT ENGINEER'S APPROVAL. 6. ADHESIVE FOR ANCHORS SHALL BE HI LTI HIT HY20 OR APPROVED EQUAL.
\u : (t ('1.\' DESIGNER: OSD ANDERSON STRUCTURAL ~===~~----------l e ENGINEERING, I NC. CHECKER: LKA ((.2 ... Ell( RUN ROAD PROJECT NO. 1300-40 4~ NEW CASTlE. CO. .-e:;;r-(970) 984-0320.
".7 REVISION: CONSTRUCTION 9-3-1 3 DWG. NO.: 5 1(-1 I II' e • . , " ,~~, Ut) ) AV BY DESIGN OFFICE 2550 HWY 82 UNIT C208 GLENWOOD SPRINGS, COLORADO