HomeMy WebLinkAboutFile Documents.128 E Main St.0191.2018.ARBK MIKE THELE,PE
Structural
Engineering
Services,Inc.
0296 Seven Oaks Road
Carbondale,CO 81623
(970)963-3181
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9. ALL HEADERS SHALL BE 2-1'4"ML UN.O.PROVIDE
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BUILDING DEPARTMENT 8/1/2018
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MIKE THELE,PE
Structural
Engineering
Services,Inc.
0296 Seven Oaks Road
Carbondale,CO 81623
(970)963-3181
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ASPEN "' SR 1 .2
BUILDING DEPARTMENT 8/1/2018
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G E N E R A L STROTURAL NOTES EXISTS ROOF FRAM'G FULL PEN. EXIST'S FRAMED POCKET MIKE THELE,PE
EA.FLG. I I DOOR WALL Structural
APPLY UNLESS NOTED OTHERWISE ON DRAWINGS ' EXISTS FLOOR FRAME STEEL BENT BEAM
\ \\ SEE PLAN FOR SIZE STEEL COLUMN,SEE PLAN Engineering
A.BUILDING AND DESIGN CODES: MICRO=LAM LUMBER BEAMS:VERTICALLY LAMINATED VENEER HEADERS \ \ STEEL BEAM,SEE PLAN TYP. r Services,Inc.
3/16"
GOVERNING: INTERNATIONAL RESIDENTIAL/BUILDING CODE 2015 AND BEAMS INDICATED ON THE DRAWINGS AS"ML"ARE 15/4"THICK AS \ \ WELDED TUBE STEEL
CONCRETE:ACI BUILDING CODE 318-02 MANUFACTURED BY THE TRUS JOIST MACMILLAN CORPORATION OF BOISE, \ \ FRAME,SEE PLAN 0296 Seven Oaks Road
BEARING E I/2"x BM \ Carbondale,CO 81623
N MANUAL 4ITH EDITION ID.OR EQUIVALENT.ML BEAMS 5HALL BE INSTALLED IN ACCORDANCE WITH \ WIDTH+6" TYP. EXISTS FLOOR FRAMING (970)963-3181
STEEL:NATIONAL DESIGN SPEGIOIGATION 2001 EDITION THREETOG
R WS MORE REQUIRE 1�MEMBERS 4'THER WITH TWO ROWS OF I6d ORON DEEPER.MULTIPLE
STAGGERED \\ � PACK GROUMAX DRY 1/2 3/I6"�3" ,
WOOD:AITG TIMBER CONSTRUCTION MANUAL 4TH EDITION THE MFRS.RECOMMENDATIONS.MULTIPLE MEMBERS SHALL BE FASTENED
OC,PROVIDE
ROWS AT MULTIPLE
B.DESIGN LOADS: "DIA.THRU BOLTS 4 12' BPS PLATE lZw I/4"CAP E
ROOF LIVE LOAD=75 PSF SNOW UNLESS UNIFORMLY LOADED ACROSS THE TOP OF THE MEMBER.ML BEAMS TO MATCH BM 00
FLOOR LIVE LOAD=40 PSF(RESIDENTIAL) SHALL NOT BE USED WHERE EXPOSED TO WEATHER OR IN DIRECT CONTACT FLANGE z N BASE IE',z"x 6"x11"
WIND:50 MPH BASIC WIND SPEED ZONE WITH CONCRETE IN CONTACT WITH EARTH. o O - W/(2)sa'm EXP BOLTS
ALLOWABLE
FOR DRY CONDITIONS
F USEARE AS FOLLOWS:
MENT
STONE FOUNDATIONS.
PSSSUM UNDISTURBE ALLOWABLE SOIL D NATURAL SOILS IBEARBE PLYWOOD SHEATHING:E PLYWOOD FOR ROOFS,CLOORS AND SHEAR WALL W SLOTTED HOLES
2„ 6„ STEEL COLUMN. -��L �- , i- COECLFOO MAX DRY
G.FOUNDATION Fb 2600 PSI Fv 285 PSI E 1,4100,000 PSI PACK GROUT
E OF
P ON
TO
THE EXISTING BUILDING STRUCTURE 15 FOUNDED ON SPREAD CONCRETE OR
FOOTINGS,
PRESS
VERIFIED DURING CONSTRUCTION.THE OWNER SHALL RETAIN A SOILS SHEATHING SHALL BE APA GRADE TRADEMARKED GDX WITH EXTERIOR
EXISTS BRICK WALL SEE PLAN ' PLAN
ENGINEER AS REQUIRED TO INSPECT THE BEARING SOILS PRIOR TO FOOTING GLUE.LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS , UNDISTURBED SOIL
PLACEMENT TO VERIFY DESIGN ASSUMPTIONS AND TO SUBMIT A WRITTEN AND STAGGER JOINTS.ALL NAILING TO BE COMMON NAILS;RING SHANKED \ry \7 \ry
REPORT.THE SOILS ENGINEER SHALL ALSO BE CONSULTED BY THE OWNER IN FOR FLOOR AND ROOF SHEATHING.ALL FLOOR SHEATHING TO BE GLUED / \
REGARDS TO ADDITIONAL CONSTRUCTION REQUIREMENTS AFFECTED BY AND NAILED.REFER TO TABLE BELOW FOR USE REQUIREMENTS: NOTE:PROVIDE OFFSET OR CORNER BEARING E AS REQUIRED STEEL BEAM BENT 0 STEEL COLUMN EXIST'S STONE
SOILS. 67
USE: THICKNESS: SPAN RATING: EDGE NAILING: FIELD NAILING: 3/4"= "-O" FDN WALL
C.CONCRETE: 0G 8d®122""0C O 0
CONCRETE
SLOPED ROOF 5/8" 32/16 8d®6
HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN FLAT ROOF 3/4" 48/24 8d,6"0 8d 3/4"= "-O"
ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE FLOOR 3/4"T&G 48/24 5455 OC 8d012'O0 TUBE STEEL(TS)BEAMS, 3/4„= 1"-0„
318-02.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH SEE PLAN
OF 3000 PSI IN 28 DAYS.MECHANICALLY VIBRATE ALL CONCRETE WHEN 3/I6" 2"
PLACED EXCEPT SLABS ON GRADE.REINFORCING BARS SHALL BE A5TM G.GENERAL TUBE STEEL BEAM,SEE PLAN I/4"CAP PLATE
A615 GRADE 60 FOR BARS#5& LARGER,GRADE 40 FOR BARS #4& ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE FIELD. I/4"WELDED IE x BM SIZE+iz" STEEL BEAM
SMALLER.NO SPLICES OF REINFORCING SHALL BE MADE.PROVIDE ALL UNKNOWN AND VARIED CONDITIONS MAY BE FOUND.NOTIFY THE ENGINEER
ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN OF ANY CONDITIONS FOUND TO VARY FROM THAT INDICATED BY THE TUBE STEEL BEAM,SEE PLAN
ON THE PLANS AND DETAILS. STRUCTURAL DRAWINGS.DESIGN REVISIONS MAY BE REQUIRED. WELDED OPTION
PROVIDE CLEAR CONCRETE COVERAGE TO REINFORCING AS FOLLOWS: ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH THE TUBE STEEL(TS)BEAMS,
CAST AGAINST& PERMANENTLY EXPOSED TO EARTH 3" ARCHITECTURAL DRAWINGS AND DISCREPANCIES SHALL BE BROUGHT TO SEE PLAN
EXPOSED TO EARTH OR WEATHER-#6 4 LARGER 2" THE ATTENTION OF THE ARCHITECT AND ENGINEER IN A TIMELY MANNER TO
#5 8 SMALLER 1 1/2" ALLOW ADEQUATE TIME FOR RESOLUTION AND CLARIFICATION. 1/4"
ALL OTHER PER ACI 318-02. 3/16'. 2" 1/4"SHEAR PLATE
PROJECT DRAWINGS AND SPECIFICATIONS. OFFSET TUBE STEEL BEAM CONNECTION 3/16" DIA. SING
THE MUST AUTHORIZE SUBSTITUTIONS.SUCH
A
ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE MAX 5/4"
TO ASTM A30'1.EXPANSION BOLTS,WHERE DETAILED PR APPROVED,SHALL 3/8"WELDED END E BM NOTE: PROVIDE BOLTS TO FIT IN SINGLE
BE HI LTI KWIGK BOLTS OR EQUIVALENT.INSTALL EXPANSION BOLTS PER WIDTH+6"W/(2)3/4"m 3 BOLTS AT ALL ROW o 3'OC MAX,
MANUFACTURERS RECOMMENDATIONS ESPECIALLY IN REGARDS TO SPACING COORDINATE ALL OPENINGS THROUGH FLOORS,WALLS AND ROOFS WITH 3/4 = I'-O THRU BOLTS WIO BEAM GONNS. 2 5/8"OC MIN.
AND EDGE DISTANCES.IF EDGE DISTANCE OR SPACING REQUIREMENTS THE MECHANICAL AND ELECTRICAL CONTRACTORS AND WITH THE FRAMING BOLTED OPTION Cl]
CANNOT BE MET FOR EXPANSION BOLTS NOTIFY ENGINEER FOR DIRECTION. LAYOUT. STEEL COLUMN N1
STEEL BEAM,SEE PLAN NOTE:BEAMS MAY BE SLOPED OR SKEWED,SEE PLAN. lii
DRYPACK GROUT SHALL BE 5000 P5I FIVE STAR OR EMBEGO 155 NON CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED NOTE:COLUMN MAY BE CONTINUOUS OR BEAM MAY
SHRINK GROUT OR EQUIVALENT.INSTALL GROUT UNDER BEARING PLATES CONSTRUCTION SUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE 1/4"WELDED E x BM WIDTH+1/2" 1-1
TYPICAL TUBE STEEL BEAM CONNECTIONS OCCUR BOTH SIDES OF COLUMN,SEE PLAN.
BEFORE FRAMING MEMBER IS INSTALLED.AT COLUMNS INSTALL GROUT LOAD.UNDER BEARING PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO TUBE STEEL BEAM,SEE PLAN\ 3/4"= I"-0" O TYPICAL STEEL BEAM 0 STEEL COLUMN rrd
FLOOR OR ROOF INSTALLATION. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER
GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.WHERE NO DETAILS 3/4"= 1"-0"
ARE SHOWN,CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE \ \ TUBE STEEL BEAM, V 1 Ct
E.STRUCTURAL STEEL: PROJECT.IF DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS AND NOTES \\ \ 3/16' 2" SEE PLAN I/4"WEB STIFF'R EA SIDE
ALL STEEL SHALL CONFORM TO ASTM A552(Fy=36KSI/50 KSI 0 W SHAPES) THE GREATER REQUIREMENTS SHALL GOVERN. \
EXCEPT TUBE STEEL WHICH SHALL CONFORM TO ASTM A5OO,GRADE 5 I/4"WEB STIFF'R \\ \ 3/4"DIA.THREADED WELDED r-i
(Fy=46KSU AND PIPE STEEL WHICH SHALL CONFORM TO ASTM A55,GRADE THE CONTRACT STRUCTURAL DRAWINGS&SPECIFICATIONS REPRESENT THE CENTER ON TS BEAM \ \ STUD EA.SIDE OF WEB }••�
B.ALL BOLTS SHALL BE ASTM A30/EXCEPT AT FIELD CONNECTIONS AS FINISHED STRUCTURE.THEY DO NOT INDICATE THE METHOD OF \ \ "fl 11
NOTED BELOW.ALL EXPANSION BOLTS SHALL HAVE CURRENT I.G.G.RATING CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES \ (t
FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE.ALL SHOP NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.SUCH V 1
CONNECTIONS SHALL BE WELDED.FIELD SHEAR CONNECTIONS SHALL BE MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO,BRACING,SHORING FOR WELDED E aka"x 41/2"x5"
STANDARD FRAMED BEAM CONNECTIONS(TYPE N)WITH MAXIMUM NUMBER LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC.OBSERVATION VISITS TO W/(4).12 x 2"WD SCREWS
OF ASTM A325-3/4'DIA.BOLTS TO FIT BEAM IN A SINGLE ROW UNLESS THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION O TUBE STEEL BEAM at WIDE FLG BEAM GONN. ®3"x 3"OC.E MAY BE
SHOWN OTHERWISE IN THE DRAWINGS.ALL WELDERS SHALL MEET THE OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE 3/4"= 1"-0" LET INTO COLUMN 0 "
REQUIREMENTS OF THE AWS STANDARD QUALIFICATION PROCEDURE AND RESPONSIBLEFOR THE CONTRACTOR'S MEANS,METHODS,TECHNIQUES, tTH
HAVE CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE SEQUENCES FOR PROCEDURE OF CONSTRUCTION OR THE SAFETY WOOD COLUMN,SEE PLAN STEEL BEAM,SEE PLAN ^
DRAWINGS.ALL WELDING SHALL BE WITH ETO SERIES LOW HYDROGEN PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. ,.1 VJ
RODS.ALL WELDING PER LATEST AWS STANDARDS STRUCTURAL STEEL I/4 I/2"CAP PLATE X UV
SHALL BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH H.SPECIAL INSPECTIONS TYPICAL TUBE STEEL BEAM 0 WOOD COLUMN BEAM FLANGE WIDTH
PROVISIONS OF THE AISC MANUAL OF STEEL CONSTRUCTION AND CODE OF X COLUMN DEPTH+I/2", IJ'1 F+i
STRUCTURAL STEEL:ALL LOAD CARRYING FIELD WELDS AT STRUCTURAL STEEL PLATE TO BE CONCEALED
STANDARD PRACTICE.SHOP DRAWINGS SHALL BE SUBMITTED TO THE 3/4"= I"-O"
ENGINEER FOR REVIEW PRIOR TO FABRICATION.SHOP DRAWINGS SHALL FRAMING MEMBERS SHALL REQUIRE PERIODIC VISUAL INSPECTION BY A QUALIFIED WITHIN PARTITION
DETAIL EACH MEMBER AND CONNECTION AND SHALL INCLUDE LAYOUT OR THIRD PARTY INSPECTOR ENGAGED BY THE OWNER.A WRITTEN REPORT SHALL BE STEEL COLUMN,SEE PLAN
PROVIDED BY THE INSPECTOR VERIFYING TYPE,SIZE AND ADEQUATE QUALITY OF
ERECTION DRAWINGS.PRIME ALL STEEL WITH APPROVED PRIMER,TOUCH UP WELD INDICATING CONFORMANCE WITH REQUIREMENTS NOTED IN CONSTRUCTION TUBE STEEL BEAM, I
PAINT AT EXPOSED BOLTS,WELDS AND ABRADED SHOP PAINT AREAS. DOCUMENTS. SEE PLAN NOTE:BEAM MAY BE CONTINUOUS SEE PLAN. �
F.STRUCTURAL WOOD FRAMING: CONCRETE ANCHORS:ANCHORS INSTALLED IN HARDENED CONCRETE INCLUDING / V WELDED 3/5"SEAT TYPICAL STEEL BEAM 0 STEEL COLUMN 1
SAWN LUMBER:ALL SAWN LUMBER FOR STRUCTURAL FRAMING SHALL BE EXPANSION BOLTS,EPDXY BOLTS AND EPDXY DOWELS SHALL REQUIRE PERIODIC E x 5"
KILN DRIED DOUG-FIR GRADED AS PER LATEST EDITION NATIONAL DESIGN VISUAL INSPECTION BY A QUALIFIED THIRD PARTY INSPECTOR ENGAGED BY THE1111 3/4 - 1-O SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST OWNER.A WRITTEN REPORT SHALL BE PROVIDED BY THE INSPECTOR VERIFYING WELDED IE'4"x 4,/ STEEL BEAM
PRODUCTS ASSOCIATION AND THE WESTERN WOOD PRODUCTS ASSOCIATION TYPE,SIZE 4 SPACING OF ANCHORS AND THAT THE INSTALLATION MEETS THE MFR'S W/(4)112 x 2"WD SCREWS
AS FOLLOWS: RECOMMENDATIONS. s 3"x 3"OC.E MAY BE I/2"SLOTTED
LET INTO COLUMN HOLES IN FLANGE
STRUCTURAL JOISTS 2X6& LARGER:NO.2 OR BETTER
T.BEAM
Fd=100 PSI Fv= 180 PSI E= 1000,000 PSI WOOD COLUMN,SEE PLAN O SEE PLAN
FRAMING STUDS 2X4:STUD OR BETTER / \
Fb=700 PSI Fc perp=625 PSI Fc=850 P51 Ci
FRAMING STUDS 2X6& LARGER:NO.2 OR BETTER 5/4"= I"-0"
Fin=400 PSI Fc perp=625 PSI Fc= 1350 PSI
I/2"DIA.X 6"LAG
SIZES SHOWN FOR SAWN LUMBER FRAMING ARE NOMINAL SIZES.PROVIDE EXIST'S ROOF FRAM'S BOLT EA.SIDE
SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS.
PROVIDE 2X BRIDGING AT NOT MORE THAN 6'-O"OC FOR STUD WALLS NOT EXIST'S FLOOR FRAM'G
COVERED BY WALL SHEATHING.PROVIDE SOLID BLOCKING TO MATCH POST WOOD COLUMN
AT FLOOR&ROOF FRAMING AND OTHER SPACES AS REQUIRED FOR STEEL BEAM,SEE PLAN
CONTINUOUS BEARING TO BEAM OR FOUNDATION SUPPORT.CONNECTORS
SHOWN ON THE DRAWINGS ARE A5 MANUFACTURED BY THE SIMPSON CO., I'MIN TO 3"MAX DRY DATE
SAN LEANDRO,CA.CONNECTORS BY OTHER MANUFACTURERS SHALL BE ./ PACK GROUT TYPICAL STEEL BEAM 0 WOOD COLUMN 1741018 REVISIONS
DEEMED EQUIVALENT IF THEIR RATED CAPACITY IS AT LEAST EQUAL TO
THAT OF THE CONNECTOR SPECIFIED.FOLLOW MFRS.RECOMMENDATIONS 3/4"= "-O" 8.110I3 REVISIONS
FOR NAILS AND BOLTS AND FILL ALL HOLES UNLESS SPECIFICALLY SHOWN
OTHERWISE.ALL JOIST HANGERS SHALL BE LUS TYPE UNLESS SHOWN ' \ STEEL COLUMN SEE
OTHERWISE ON THE DRAWINGS.ALL NAILING NOT NOTED SHALL BE v PLAN
ACCORDING TO TABLE 2504.4.1 OF THE IBC.DO NOT NOTCH OR DRILL (2)1/2"m EPDXY BOLTS
JOISTS,BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF W/4"EMBEDMENT BASE PLATE I/2"X BM.
THE STRUCTURAL ENGINEER. IN SLOTTED HOLES 2„ 6:: FLG.X 10"W/4-5/4"
•,, I/4 DIA.BOLTS
EXIST'S BRICK WALL
T.BEAM
SEE PLAN
CI 5/4"=1'0"
SCALE
1/4"WEB STIFF'R EA SIDE STEEL BEAM AS NOTED
SEE PLAN
DRAWN BY
/5 TYPICAL STEEL COLUMN @ STEEL BEAM MJT
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BUILDING DEPARTMENT 18/1/2018
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