ATTACHMENT_5_-_FINAL_DRAWINGS_B24_-_STRUCTURAL.pdf

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Attached to: Clinical Expansion for Mental Health and Sleep Lab - San Fancisco
Solicitation number: 36E77619R0005
Issued by: Department of Veterans Affairs Headquarters

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36E77619R0005 ATTACHMENT 5 - FINAL DRAWINGS B24 - STRUCTURAL.pdf

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S1.1

GENERAL NOTES

662-607

MENTAL HEALTH CARE

& SLEEP LAB UNITS

4150 CLEMENT ST.

SAN FRANCISCO, CA 94121

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management3160 CROW CANYON ROAD

SUITE 240

SAN RAMON, CA 94583

OFFICE : (925) 830 1925

FAX : (925) 830 2750 of

05 / 23 / 2016

BUILDING 24

V.A. SAN FRANCISCO MEDICAL CENTER

85% SUBMITTAL SET 09/01/2015

85% SUBMITTAL SET 10/01/2015

100% SUBMITTAL SET 03/22/2016

100% CD 05/23/2016

VANIR

100% CD, ADDENDUM 1 02/10/2017

2479 Sunrise Blvd.

Gold River, CA 95670

Tel: (916) 631-3030

Fax: (916) 631-8996

Bevier Job No:

STRUCTURAL ENGINEERING, INC.

BEVIER

Web: www.bevier.net

15078

WILLIAM D.

BEVIER

No.2271

STRUCTURAL

Signed On: 2/9/2017

AutoCAD SHX Text See S1.4 for Light gage Notes

AutoCAD SHX Text 1.

AutoCAD SHX Text %%uConcrete

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 10.

AutoCAD SHX Text 11.

AutoCAD SHX Text 12.

AutoCAD SHX Text 13.

AutoCAD SHX Text 14.

AutoCAD SHX Text 15.

AutoCAD SHX Text 16.

AutoCAD SHX Text 17.

AutoCAD SHX Text 18.

AutoCAD SHX Text 19.

AutoCAD SHX Text 20.

AutoCAD SHX Text Structural concrete shall attain 28-day compressive strength as required in note #20. Maximum slump shall not exceed 4 inches.

AutoCAD SHX Text Concrete mix designs shall be prepared by a registered Civil Engineer, reviewed by Owner's testing laboratory and submitted to the Structural Engineer for review. Selection of concrete mix proportions shall be per 2010 CBC Section 1905.3 or 1905.4.

AutoCAD SHX Text Cast against earth (except slabs)

AutoCAD SHX Text 3"

AutoCAD SHX Text #6 & larger

AutoCAD SHX Text #5 & smaller

AutoCAD SHX Text 2"

AutoCAD SHX Text 1ï"

AutoCAD SHX Text Slab-on-grade

AutoCAD SHX Text Foundations

AutoCAD SHX Text %%uUse

AutoCAD SHX Text 30.

AutoCAD SHX Text B.

AutoCAD SHX Text A.

AutoCAD SHX Text %%uClass

AutoCAD SHX Text Max Aggregate

AutoCAD SHX Text 3500 psi

AutoCAD SHX Text 3000 psi

AutoCAD SHX Text %%uf'c @ 28 days

AutoCAD SHX Text (max slump=4")

AutoCAD SHX Text 1"

AutoCAD SHX Text %%uSize

AutoCAD SHX Text 1%%239"

AutoCAD SHX Text 0.45

AutoCAD SHX Text 0.58

AutoCAD SHX Text Max W/C

AutoCAD SHX Text %%uRatio

AutoCAD SHX Text %%U(lbs/ft )

AutoCAD SHX Text

AutoCAD SHX Text C.

AutoCAD SHX Text Concrete fill o/

AutoCAD SHX Text 3500 psi

AutoCAD SHX Text ß"

AutoCAD SHX Text

AutoCAD SHX Text 0.52

AutoCAD SHX Text metal deck

AutoCAD SHX Text 31.

AutoCAD SHX Text Density

AutoCAD SHX Text

AutoCAD SHX Text Exterior Flatwork

AutoCAD SHX Text D.

AutoCAD SHX Text 2500 psi

AutoCAD SHX Text 1"

AutoCAD SHX Text 0.60

AutoCAD SHX Text

AutoCAD SHX Text Reinforcing steel shall conform to ASTM A615-grade 60 for #4 and larger, and ASTM A615-grade 40 for #3 and smaller, except reinforcing steel to be welded shall conform to ASTM A706. Contractor shall submit rebar mill certificates.

AutoCAD SHX Text Welded Wire fabric shall conform to ASTM A-185.

AutoCAD SHX Text Reinforcing steel shall be fabricated according to "Manual of Standard Practice for Reinforced Concrete Construction".

AutoCAD SHX Text Dimensions shown for location of reinforcing are to the face of bars listed and denote clear coverage. Non-prestressed, cast-in-place concrete coverage shall be as follows, uno:

AutoCAD SHX Text Provide construction joints as indicated on the drawings. Concrete surface at construction joints shall be thoroughly cleaned and laitance removed. Where indicated on drawings roughen concrete surface to ë" amplitude. Concrete may be roughened by chipping the entire surface, sand blasting, or raking the surface to provide ë" deep deformations.

AutoCAD SHX Text Pipes and electrical conduits shall not be embedded in structural concrete or concrete fill over metal decking except where specifically approved by the Structural Engineer.

AutoCAD SHX Text Reinforcing, dowels, bolts, anchors, sleeves, etc., to be embedded in concrete shall be securely positioned in forms before placing concrete.

AutoCAD SHX Text Provide 2-#5x4'-0" diagonal reinforcing at mid-depth of slab at all re-entrant corners typical. This applies to slab on grade, concrete over metal deck, and elevated structural slab conditons.

AutoCAD SHX Text Place non-shrink grout under base plates, sill plates, etc as indicated on the drawings. Non-shrink grout shall be Masterflow 928 Grout by Master Builders Technologies or approved equal with a minimum f'c of 7500 psi @ 28 days.

AutoCAD SHX Text Concrete strengths:

AutoCAD SHX Text Lap splice schedule: (ACI 318-08 / CBC 2010) (all lengths shown are in inches.)

AutoCAD SHX Text Cementitious materials: Cement shall conform to ASTM C-150 type I or II. Fly ash shall conform to ASTM C-618. Max. quantity of flyash shall be as given in specs (15% max uno).

AutoCAD SHX Text Concrete mix designs shall be prepared by a registered Civil Engineer, reviewed by Concrete aggregates shall conform to ASTM C-33 for norma wight concrete and ASTM C-330 for lightweight concrete.

AutoCAD SHX Text Water shall be clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials or other substances deleterious to concrete or reinforcement.

AutoCAD SHX Text 6.

AutoCAD SHX Text Non-shrink grout or drypack shall consist of a premixed nonmetallic formula. See note #27 for additional information.

AutoCAD SHX Text 7.

AutoCAD SHX Text All preheating and welding of reinforcing bars shall be done in accordance with AWS D1.4 latest editionand shall be continuously inspected by a qualified laboratory. Contractor shall furnish WPS for all rebar welding to the laboratory.

AutoCAD SHX Text Cast in forms and exposed to earth or weather

AutoCAD SHX Text Beam & columns (ties)

AutoCAD SHX Text 1ï"

AutoCAD SHX Text Beams & columns (main reinf.)

AutoCAD SHX Text 2"

AutoCAD SHX Text Cast-in-place Walls (exterior face & soil side)

AutoCAD SHX Text see above

AutoCAD SHX Text Cast-in-place walls (interior face-#11 & smaller)

AutoCAD SHX Text ß"

AutoCAD SHX Text Tilt-up walls

AutoCAD SHX Text see details

AutoCAD SHX Text Slabs (on forms)

AutoCAD SHX Text ß"

AutoCAD SHX Text Slabs (on ground)

AutoCAD SHX Text 2" clear from the top uno

AutoCAD SHX Text Splices in continuous reinforcement shall be lapped uno, see note 31. Splices in adjacent bars shall be greater than 5'-0" apart. Splice continuous bars in soil-bearing grade beams, structural slabs on grade and mat foundations as follows uno: top bars at centerline of support; bottom bars at mid-span. Splice continuous bars in elevated slabs and beams, etc. as follows uno: top bars at mid-span; bottom bars at centerline of support. All bars size #14 and larger shall be continuous for full lenth shown or spliced with mechanicall couplers as noted in details. Splices in WWF shall be 1-ï" meshes wide.

AutoCAD SHX Text The minimum clear spacing between paralle bars in a layer shall not be less than the larger of bar diameter, 1", or 33% greater than the maximum aggregate size (nominal), whichever is greatest. This rerequirement also applies to the clear spacing between different layers of parallel bars and to the clear distance between a contract lap splcie and adjacent splices or bars.

AutoCAD SHX Text All hooks shall be standard hooks unless otherwise shown or noted. At walls, provide hooks at ends of all reinforcing ends, corners and intersections, uno.

AutoCAD SHX Text Remove all debris from forms before casting any concrete.

AutoCAD SHX Text Anchor bolts (AB's) cast in concrete or masonry for wall sill and ledger/ applications shall be headed bolts with cut threads conforming to ASTM A307 uno. Refer to "Wood notes" for additional requirements for bolts in contact with pressure treated or fire retardant material. Refer to 'Stuctural steel' note for requirements for anchor rods cast in concrete for column base plate and steel embed applications.

AutoCAD SHX Text Walls shall be cast in horizontal layers of 2'-0" maximum depth.

AutoCAD SHX Text 21.

AutoCAD SHX Text Concrete in walls, piers or columns shall set at least 2 hours before placing concrete in beams, spandrels, or slabs supported thereon.

AutoCAD SHX Text 22.

AutoCAD SHX Text Consolidate concrete placed in forms by mechanical vibrating equipment supplemented by hand-spading, rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with the recommended practices of ACI 309 to suit the type of concrete and project conditions. Concrete shall not be dropped through reinforcing steel (as in walls) so as to cause segregation of aggregates. In such cases hoppers and chutes or trunks of variable lengths shall be used so that the free unconfined fall of concrete shall not exeed 6 feet.

AutoCAD SHX Text 23.

AutoCAD SHX Text Drill through steel columns, beams and plates to pass continuous reinforcing, uno.

AutoCAD SHX Text 24.

AutoCAD SHX Text No wood spreaders allowed. No wood stakes allowed in areas to be concreted.

AutoCAD SHX Text 25.

AutoCAD SHX Text Additional reinforcing in precast or til-up panels required for lifting stresses shall be supplied by Contractor.

AutoCAD SHX Text 26.

AutoCAD SHX Text 27.

AutoCAD SHX Text 28.

AutoCAD SHX Text All saw cutting shall be done after initial set has occurred to avoid tearing or damage by the saw blade, but before initial shrinkage has occurred.

AutoCAD SHX Text 29.

AutoCAD SHX Text Notify Structural Engineer a minimum of 48 hours before placing any concrete.

AutoCAD SHX Text f'c=3000 psi conc.

AutoCAD SHX Text Splice Class

AutoCAD SHX Text B

AutoCAD SHX Text Reinf. Location

AutoCAD SHX Text Top

AutoCAD SHX Text Other

AutoCAD SHX Text #3

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text #6

AutoCAD SHX Text #7

AutoCAD SHX Text #8

AutoCAD SHX Text #9

AutoCAD SHX Text #10

AutoCAD SHX Text #11

AutoCAD SHX Text

AutoCAD SHX Text f'c=3500 psi conc.

AutoCAD SHX Text Splice Class

AutoCAD SHX Text B

AutoCAD SHX Text Reinf. Location

AutoCAD SHX Text Top

AutoCAD SHX Text Other

AutoCAD SHX Text #3

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text #6

AutoCAD SHX Text #7

AutoCAD SHX Text #8

AutoCAD SHX Text #9

AutoCAD SHX Text #10

AutoCAD SHX Text #11

AutoCAD SHX Text

AutoCAD SHX Text Notes: Schedule applies to normal weight concrete with uncoated. Grade 60 reinforcing steel for #4 bars and larger (values for #3 bars based on Grade 40). Top reinforcement is horizontal reinforcement located such that more than 12 inches of fresh concrete is cast in the member below the splice. When lightweight concrete is used, multiply lap lengths by 1.30. Where clear spacing of bars being spliced is less than 1 bar dia., multiply lap lengths by 1.50, uno. Where notes #3 and #4 occur, multiply lap lengths by 2.0, uno. Where Class A lap splice is noted in detail, divide lengths above by 1.30.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text #3

AutoCAD SHX Text #11

AutoCAD SHX Text #10

AutoCAD SHX Text #9

AutoCAD SHX Text #8

AutoCAD SHX Text #7

AutoCAD SHX Text #6

AutoCAD SHX Text #5

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text #6

AutoCAD SHX Text #7

AutoCAD SHX Text #8

AutoCAD SHX Text #9

AutoCAD SHX Text #10

AutoCAD SHX Text #11

AutoCAD SHX Text 6"

AutoCAD SHX Text 7"

AutoCAD SHX Text 9"

AutoCAD SHX Text 11"

AutoCAD SHX Text 13"

AutoCAD SHX Text 15"

AutoCAD SHX Text 16"

AutoCAD SHX Text 19"

AutoCAD SHX Text 21"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 11"

AutoCAD SHX Text 13"

AutoCAD SHX Text 15"

AutoCAD SHX Text 17"

AutoCAD SHX Text 19"

AutoCAD SHX Text 21"

AutoCAD SHX Text 24"

AutoCAD SHX Text 21"

AutoCAD SHX Text 26"

AutoCAD SHX Text 32"

AutoCAD SHX Text 38"

AutoCAD SHX Text 45"

AutoCAD SHX Text 51"

AutoCAD SHX Text 58"

AutoCAD SHX Text 65"

AutoCAD SHX Text 72"

AutoCAD SHX Text Bar

AutoCAD SHX Text 3000psi

AutoCAD SHX Text f'c

AutoCAD SHX Text 4000psi

AutoCAD SHX Text 83"

AutoCAD SHX Text 75"

AutoCAD SHX Text 67"

AutoCAD SHX Text 59"

AutoCAD SHX Text 52"

AutoCAD SHX Text 44"

AutoCAD SHX Text 37"

AutoCAD SHX Text 29"

AutoCAD SHX Text 4000psi

AutoCAD SHX Text f'c

AutoCAD SHX Text 3000psi

AutoCAD SHX Text 22"

AutoCAD SHX Text With Standard Hooks

AutoCAD SHX Text Straight Bars

AutoCAD SHX Text Bar

AutoCAD SHX Text #3

AutoCAD SHX Text Development lengths shall be provided per the table below unless noted otherwise.

AutoCAD SHX Text 32.

AutoCAD SHX Text 5.

AutoCAD SHX Text 4.

AutoCAD SHX Text 3.

AutoCAD SHX Text 2.

AutoCAD SHX Text Seismic forces shall be accounted for and braced back to the structure. For

AutoCAD SHX Text installed by the supplier.

AutoCAD SHX Text shall be resolved by the intallation of stiffeners and diagonal struts designed and

AutoCAD SHX Text All loading conditions resulting in eccentricities or torsion to beams and/or columns

AutoCAD SHX Text and for approval by the enforcement agency prior to fabrication.

AutoCAD SHX Text which the projectis located, for review by the Architect and/or Structural Engineer, AutoCAD SHX Text supports and supporting brackets signed by a Civil Engineer, registerd in the state

AutoCAD SHX Text Provide Shop Drawings and engineering calculations for the guide rails, guide rails

AutoCAD SHX Text designed to meet the force and displacement requirements of ASCE7-05 Sec. 13.6.10

AutoCAD SHX Text Guide rails, guide rail supports and brackets for elevator cab or counterweight shall be

AutoCAD SHX Text 1.

AutoCAD SHX Text %%UElevator Guide Rails & Supports

AutoCAD SHX Text additional requirements see California Code of Regulations Title 24 part 2 and 7.

AutoCAD SHX Text See Architectural drawings for opening/pit dimensions, locations and details.

AutoCAD SHX Text f'c = 3000psi

AutoCAD SHX Text ICC-ES Legacy Report No. ER-1917

AutoCAD SHX Text Anchor

AutoCAD SHX Text Diameter

AutoCAD SHX Text Embed

AutoCAD SHX Text Allowable Shear

AutoCAD SHX Text Tension Test

AutoCAD SHX Text Allowable Tension

AutoCAD SHX Text %%UExpansion Anchors:

AutoCAD SHX Text Install. Torque

AutoCAD SHX Text (ft-lbs)

AutoCAD SHX Text

ICC-ES

AutoCAD SHX Text Load (lbs.)

AutoCAD SHX Text Hilti Kwik Bolt-TZ Expansion Anchors

AutoCAD SHX Text Stainless Steel Anchors

AutoCAD SHX Text %%uNormal Weight Concrete Anchors

AutoCAD SHX Text The testing of the anchors shall be done by the Testing Laboratory and a report of

AutoCAD SHX Text the test results shall be submitted to the Building Dept. and Architect/Structural

AutoCAD SHX Text Engineer. Testing shall occur 24 hrs. minimum after the installation of the anchors.

AutoCAD SHX Text Where the number of anchors of a specific size and type exceed 100, the following

AutoCAD SHX Text testing procedure may be used. The first 40 anchors shall be tested as specified in

AutoCAD SHX Text note 4 above. 10% of additional anchors shall be tested. Any failure shall be handled

AutoCAD SHX Text in the same manner as specified in note 4 above.

AutoCAD SHX Text 1.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text Use Hilti Kwik Bolt-TZ Expansion Anchors as manufactured by Hilti Inc., Tulsa Oklahoma.

AutoCAD SHX Text ICC-ES Legacy Report No. ER-1917 dated September 1, 2010.

AutoCAD SHX Text 2.

AutoCAD SHX Text Installation of anchors shall be in accordance with the manufacturer's

AutoCAD SHX Text recommendations, ICC-ES Legacy Report, and these notes.

AutoCAD SHX Text 3.

AutoCAD SHX Text Special inspection is required in accordance with the 2010 CBC Section 1704. Special

AutoCAD SHX Text inspector must verify product, expiration date, concrete type and strength, anchor

AutoCAD SHX Text diameter and steel grade, compliance of drill bit, hole diameter and location, AutoCAD SHX Text cleanliness of hole and anchor, adhesive application, and anchor embedment.

AutoCAD SHX Text 4.

AutoCAD SHX Text Each anchor type (loaded in either pullout or shear) shall have 50% of the anchors

AutoCAD SHX Text (alternate in each group arrangement) torque tested or tension tested to the

AutoCAD SHX Text appropriate test load shown in the table. If any anchor fails testing, all anchors of the

AutoCAD SHX Text same type not previously tested shall be tested until 20 consecutive anchors pass, AutoCAD SHX Text then initial testing frequency may be resumed.

AutoCAD SHX Text 5.

AutoCAD SHX Text bars. Locate existing reinforcing bars with pachometer or x-ray if required.

AutoCAD SHX Text When installing anchors in existing concrete do not cut or damage existing reinforcing

AutoCAD SHX Text Anchors installed up into the bottom of metal deck with concrete fill shall be installed

AutoCAD SHX Text in the center of the low flute of the decking. The decking shall have a minimum thickness

AutoCAD SHX Text of 20 gauge. The minimum depth of embedment above the top of the deck shall be 1%%239".

AutoCAD SHX Text The effective depth of embedment is considered to be one-third of the metal deck

AutoCAD SHX Text height plus the depth of embedment above the top of the deck. There shall be a

AutoCAD SHX Text minimum concrete cover of 1" between the top surface of the concrete and the end of

AutoCAD SHX Text the bolt.

AutoCAD SHX Text Torque Test Load

AutoCAD SHX Text %%237"

AutoCAD SHX Text 2"

AutoCAD SHX Text

AutoCAD SHX Text %%239"

AutoCAD SHX Text 3ë"

AutoCAD SHX Text

AutoCAD SHX Text %%241"

AutoCAD SHX Text 4"

AutoCAD SHX Text

AutoCAD SHX Text %%223"

AutoCAD SHX Text 4%%223"

AutoCAD SHX Text

ICC-ES

AutoCAD SHX Text %%uNote:%%u Allowable loads listed above are the limiting loads based on the lesser of

AutoCAD SHX Text the cracked concrete capacity or steel strength assuming all minimum edge distance

AutoCAD SHX Text & spacing requirements are met.

AutoCAD SHX Text %%uStainless Steel

AutoCAD SHX Text %%uAbbreviations

AutoCAD SHX Text Additional

AutoCAD SHX Text addl

AutoCAD SHX Text alt

AutoCAD SHX Text Alternate

AutoCAD SHX Text

APA

AutoCAD SHX Text American Plywood Association

AutoCAD SHX Text

ASTM

AutoCAD SHX Text American Society for

AutoCAD SHX Text Testing and Materials

AutoCAD SHX Text American Welding Society

AutoCAD SHX Text

AWS

AutoCAD SHX Text Anchor bolt

AutoCAD SHX Text

AutoCAD SHX Text And

AutoCAD SHX Text arch

AutoCAD SHX Text Architect/Architectural

AutoCAD SHX Text

AutoCAD SHX Text Beam

AutoCAD SHX Text bm

AutoCAD SHX Text Bearing

AutoCAD SHX Text brg

AutoCAD SHX Text Better

AutoCAD SHX Text btr

AutoCAD SHX Text btwn

AutoCAD SHX Text Between

AutoCAD SHX Text Both sides

AutoCAD SHX Text B.S.

AutoCAD SHX Text Bottom

AutoCAD SHX Text bott

AutoCAD SHX Text Boundary nail

AutoCAD SHX Text

AutoCAD SHX Text Ceiling

AutoCAD SHX Text clg

AutoCAD SHX Text Center to center

AutoCAD SHX Text cc

AutoCAD SHX Text %%130

AutoCAD SHX Text Center line

AutoCAD SHX Text Clear

AutoCAD SHX Text clr

AutoCAD SHX Text Column

AutoCAD SHX Text col

AutoCAD SHX Text Complete Penetration

AutoCAD SHX Text

AutoCAD SHX Text Concrete

AutoCAD SHX Text conc

AutoCAD SHX Text Concrete masonry unit

AutoCAD SHX Text

CMU

AutoCAD SHX Text American Institute of

AutoCAD SHX Text

AISC

AutoCAD SHX Text Steel Construction

AutoCAD SHX Text Connection

AutoCAD SHX Text conn

AutoCAD SHX Text Blocking

AutoCAD SHX Text blkg

AutoCAD SHX Text Construction Joint

AutoCAD SHX Text

AutoCAD SHX Text cont

AutoCAD SHX Text Continuous

AutoCAD SHX Text Countersink

AutoCAD SHX Text csk

AutoCAD SHX Text

AutoCAD SHX Text Dead Load

AutoCAD SHX Text Detail

AutoCAD SHX Text det

AutoCAD SHX Text Diagonal

AutoCAD SHX Text diag

AutoCAD SHX Text dia

AutoCAD SHX Text Diameter

AutoCAD SHX Text do

AutoCAD SHX Text Ditto

AutoCAD SHX Text Douglas Fir

AutoCAD SHX Text D.F.

AutoCAD SHX Text Double

AutoCAD SHX Text dbl

AutoCAD SHX Text Down

AutoCAD SHX Text dn

AutoCAD SHX Text Drawings

AutoCAD SHX Text dwg

AutoCAD SHX Text Each

AutoCAD SHX Text ea

AutoCAD SHX Text E.F.

AutoCAD SHX Text Each Face

AutoCAD SHX Text Embedment

AutoCAD SHX Text embed

AutoCAD SHX Text

AutoCAD SHX Text Edge Nail

AutoCAD SHX Text Each Way

AutoCAD SHX Text E.W.

AutoCAD SHX Text Elevation

AutoCAD SHX Text elev, el

AutoCAD SHX Text Equal

AutoCAD SHX Text eq

AutoCAD SHX Text Equipment

AutoCAD SHX Text equip

AutoCAD SHX Text Existing

AutoCAD SHX Text (e)

AutoCAD SHX Text Expansion Joint

AutoCAD SHX Text

AutoCAD SHX Text Face of concrete

AutoCAD SHX Text

AutoCAD SHX Text Face of masonry

AutoCAD SHX Text

AutoCAD SHX Text Face of Stud

AutoCAD SHX Text

AutoCAD SHX Text Finish

AutoCAD SHX Text fin

AutoCAD SHX Text Finish floor

AutoCAD SHX Text F.F.

AutoCAD SHX Text Finish grade

AutoCAD SHX Text F.G.

AutoCAD SHX Text Floor

AutoCAD SHX Text flr

AutoCAD SHX Text Footing

AutoCAD SHX Text ftg

AutoCAD SHX Text Foundation

AutoCAD SHX Text fnd

AutoCAD SHX Text Framing

AutoCAD SHX Text frmg

AutoCAD SHX Text Galvanized

AutoCAD SHX Text galv

AutoCAD SHX Text Gauge

AutoCAD SHX Text ga

AutoCAD SHX Text Glued-laminated beam

AutoCAD SHX Text glb

AutoCAD SHX Text Grid Line

AutoCAD SHX Text g.l.

AutoCAD SHX Text Hanger

AutoCAD SHX Text hgr

AutoCAD SHX Text Header

AutoCAD SHX Text hdr

AutoCAD SHX Text Height

AutoCAD SHX Text ht

AutoCAD SHX Text High strength bolt

AutoCAD SHX Text

HSB

AutoCAD SHX Text Hook

AutoCAD SHX Text hk

AutoCAD SHX Text Horizontal

AutoCAD SHX Text horiz

AutoCAD SHX Text Inside diameter

AutoCAD SHX Text i.d.

AutoCAD SHX Text Interior

AutoCAD SHX Text int

AutoCAD SHX Text Inverted

AutoCAD SHX Text inv

AutoCAD SHX Text Joist

AutoCAD SHX Text jst

AutoCAD SHX Text Lag screw

AutoCAD SHX Text

AutoCAD SHX Text Light weight

AutoCAD SHX Text

lt. wt.

AutoCAD SHX Text Live Load

AutoCAD SHX Text

AutoCAD SHX Text Long leg horizontal

AutoCAD SHX Text

LLH

AutoCAD SHX Text Long leg vertical

AutoCAD SHX Text

LLV

AutoCAD SHX Text Laminated veneer lumber

AutoCAD SHX Text

LVL

AutoCAD SHX Text Machine bolt

AutoCAD SHX Text

AutoCAD SHX Text Manufacturer

AutoCAD SHX Text mfr

AutoCAD SHX Text Maximum

AutoCAD SHX Text max

AutoCAD SHX Text Mechanical

AutoCAD SHX Text mech

AutoCAD SHX Text Minimum

AutoCAD SHX Text min

AutoCAD SHX Text Miscellaneous

AutoCAD SHX Text misc

AutoCAD SHX Text Not in contract

AutoCAD SHX Text N.I.C.

AutoCAD SHX Text New

AutoCAD SHX Text (n)

AutoCAD SHX Text Not to scale

AutoCAD SHX Text nts

AutoCAD SHX Text Number or pounds

AutoCAD SHX Text

AutoCAD SHX Text On center

AutoCAD SHX Text oc

AutoCAD SHX Text Opening

AutoCAD SHX Text opng

AutoCAD SHX Text Opposite

AutoCAD SHX Text opp

AutoCAD SHX Text Opposite Hand

AutoCAD SHX Text O.H.

AutoCAD SHX Text Outside diameter

AutoCAD SHX Text o.d.

AutoCAD SHX Text Partial penetration

AutoCAD SHX Text

AutoCAD SHX Text piece

AutoCAD SHX Text pc

AutoCAD SHX Text Plate

AutoCAD SHX Text %%131

AutoCAD SHX Text Plywood

AutoCAD SHX Text ply

AutoCAD SHX Text Pounds per cubic foot

AutoCAD SHX Text pcf

AutoCAD SHX Text Pounds per square foot

AutoCAD SHX Text psf

AutoCAD SHX Text psi

AutoCAD SHX Text Powder actuated fasteners

AutoCAD SHX Text

PAF

AutoCAD SHX Text Radius

AutoCAD SHX Text r, rad

AutoCAD SHX Text Redwood

AutoCAD SHX Text

RDWD

AutoCAD SHX Text Reinforcing

AutoCAD SHX Text reinf

AutoCAD SHX Text Pounds per square inch

AutoCAD SHX Text Round or diameter

AutoCAD SHX Text S.A.D.

AutoCAD SHX Text sched

AutoCAD SHX Text See architectural drawings

AutoCAD SHX Text Schedule

AutoCAD SHX Text Rough opening

AutoCAD SHX Text Required

AutoCAD SHX Text %%c

AutoCAD SHX Text R.O.

AutoCAD SHX Text rf

AutoCAD SHX Text req'd

AutoCAD SHX Text Roof

AutoCAD SHX Text S.M.D.

AutoCAD SHX Text See mechanical drawings

AutoCAD SHX Text

SDSTS

AutoCAD SHX Text Self drilling self

AutoCAD SHX Text tapping screw

AutoCAD SHX Text shtg

AutoCAD SHX Text Sheathing

AutoCAD SHX Text sht

AutoCAD SHX Text Sheet

AutoCAD SHX Text sim

AutoCAD SHX Text Similar

AutoCAD SHX Text s.o.g.

AutoCAD SHX Text Slab on grade

AutoCAD SHX Text stagg

AutoCAD SHX Text Staggered

AutoCAD SHX Text std

AutoCAD SHX Text Standard

AutoCAD SHX Text stl

AutoCAD SHX Text Steel

AutoCAD SHX Text sstl

AutoCAD SHX Text Stainless Steel

AutoCAD SHX Text stfnr

AutoCAD SHX Text Stiffener

AutoCAD SHX Text struct

AutoCAD SHX Text Structural

AutoCAD SHX Text symm

AutoCAD SHX Text Symmetrical

AutoCAD SHX Text

AutoCAD SHX Text Toe nail

AutoCAD SHX Text t&b

AutoCAD SHX Text Top & bottom

AutoCAD SHX Text t.o.c.

AutoCAD SHX Text Top of concrete

AutoCAD SHX Text t.o.f.

AutoCAD SHX Text Top of framing

AutoCAD SHX Text t.o.%%131

AutoCAD SHX Text Top of plate

AutoCAD SHX Text t.o.s.

AutoCAD SHX Text Top of Steel

AutoCAD SHX Text t.o.w.

AutoCAD SHX Text Top of Wall

AutoCAD SHX Text t&g

AutoCAD SHX Text Tongue & Groove

AutoCAD SHX Text

AutoCAD SHX Text Tube Steel

AutoCAD SHX Text typ

AutoCAD SHX Text Typical

AutoCAD SHX Text u.n.o.

AutoCAD SHX Text Unless noted otherwise

AutoCAD SHX Text vert

AutoCAD SHX Text Vertical

AutoCAD SHX Text v.i.f.

AutoCAD SHX Text Verify in field

AutoCAD SHX Text w/

AutoCAD SHX Text With

AutoCAD SHX Text w/in

AutoCAD SHX Text Within

AutoCAD SHX Text w/o

AutoCAD SHX Text Without

AutoCAD SHX Text

AutoCAD SHX Text Wood screw

AutoCAD SHX Text W.P.

AutoCAD SHX Text Working point

AutoCAD SHX Text

WHS

AutoCAD SHX Text Welded headed studs

AutoCAD SHX Text

WWF

AutoCAD SHX Text Welded wire fabric

AutoCAD SHX Text

WCLIB

AutoCAD SHX Text West Coast Lumber

AutoCAD SHX Text Inspection Bureau

AutoCAD SHX Text

AutoCAD SHX Text At

AutoCAD SHX Text

AutoCAD SHX Text Face of block

AutoCAD SHX Text Joist hanger

AutoCAD SHX Text jh

AutoCAD SHX Text

AutoCAD SHX Text Malleable iron

AutoCAD SHX Text

CTJ

AutoCAD SHX Text Control Joint

AutoCAD SHX Text

PTDF

AutoCAD SHX Text

AutoCAD SHX Text Pressure treated dougles fir

AutoCAD SHX Text

OWJ

AutoCAD SHX Text

AutoCAD SHX Text Open web joist

AutoCAD SHX Text

AutoCAD SHX Text shear connector %%223"%%c u.n.o.)

AutoCAD SHX Text

AutoCAD SHX Text structural plywood

AutoCAD SHX Text

SPEN

AutoCAD SHX Text structural plywood

AutoCAD SHX Text

AutoCAD SHX Text square

AutoCAD SHX Text %%159

AutoCAD SHX Text

SMS

AutoCAD SHX Text Sheet metal screw

AutoCAD SHX Text mtl.

AutoCAD SHX Text

AutoCAD SHX Text Metal

AutoCAD SHX Text edge nailing

AutoCAD SHX Text

HSS

AutoCAD SHX Text

AutoCAD SHX Text Hollow Steel Section

AutoCAD SHX Text 5.

AutoCAD SHX Text 4.

AutoCAD SHX Text 3.

AutoCAD SHX Text 2.

AutoCAD SHX Text See Architectural drawings for stairway locations and layout.

AutoCAD SHX Text for attachment of stairs for installation by the Contractor.

AutoCAD SHX Text Supplier shall provide all miscellaneous steel framing, embedded items and connectors

AutoCAD SHX Text Stairways shall be designed for Dead Load + 100 psf Live Load, and Seismic Load.

AutoCAD SHX Text Stairways shall be designed per the 2010 California Building Code.

AutoCAD SHX Text Architect and/or Structural Engineer for review prior to fabrication.

AutoCAD SHX Text Professional Engineer licensed in the state of California, shall be submitted to the

AutoCAD SHX Text and structural steel. Shop drawings and design calculations stamped and signed by a

AutoCAD SHX Text including connections. Shop drawings shall indicate all connections to concrete, masonry

AutoCAD SHX Text Supplier shall provide complete design drawings and calculations for all metal stairways

AutoCAD SHX Text 1.

AutoCAD SHX Text %%uMetal Stairways

AutoCAD SHX Text 4.

AutoCAD SHX Text 3.

AutoCAD SHX Text 2.

AutoCAD SHX Text or Engineer of Record for review prior to submission to the Building Official.

AutoCAD SHX Text Submittal documents for deferred submittal items shall be submitted to the Architect

AutoCAD SHX Text Engineer licensed in the State of California.

AutoCAD SHX Text sections and/or details, and design calculations stamped and signed by a Professional

AutoCAD SHX Text The submittal shall include but shall not be limited to layout drawing, any necessary

AutoCAD SHX Text A) Elevator

AutoCAD SHX Text The following are structural deferred submittal items:

AutoCAD SHX Text Deferred submittals shall conform to Section 106.3.4.2 of the 2010 CBC.

AutoCAD SHX Text 1.

AutoCAD SHX Text %%UStructural Deferred Submittals

AutoCAD SHX Text 5.

AutoCAD SHX Text Ten working days shall be allowed for the Architect or the Engineer to review each

AutoCAD SHX Text deferred submittal.

AutoCAD SHX Text 6.

AutoCAD SHX Text The deferred submittal items shall not be installed until their design and submittal

AutoCAD SHX Text documents have been approved by the Building Official.

AutoCAD SHX Text 7.

AutoCAD SHX Text Deferred submittals shall be made far enough in advance such that no delay in

AutoCAD SHX Text construction occurs.

AutoCAD SHX Text B) Window wall/store front systems

AutoCAD SHX Text C) Fire sprinkler support

AutoCAD SHX Text shall be made by a qualified welding inspector, in accordance with the Structural

AutoCAD SHX Text Inspection of all the shop and field welding operations for automatic end welded studs

AutoCAD SHX Text qualified welding inspector.

AutoCAD SHX Text over %%241" diameter. Welding shall be done only by qualified welders approved by a

AutoCAD SHX Text during welding approximately %%233" for %%241" diameter studs and under, and %%234" for studs

AutoCAD SHX Text between the welded end of the stud and the plate. The stud shall decrease in length

AutoCAD SHX Text the stud and the plate. There should be no porosity or evidence of lack of fusion

AutoCAD SHX Text recommendations in such a manner as to provide complete fusion between the end of

AutoCAD SHX Text The studs shall be automatically end welded in accordance with the manufacturer's

AutoCAD SHX Text steel which conforms to ASTM specifications A-108-58-T.

AutoCAD SHX Text Anchor Studs (or approved equal). Studs shall be manufactured of C-1015 cold rolled

AutoCAD SHX Text Automatic end welded studs shall be Nelson Granular Flux-filled Shear connector or

AutoCAD SHX Text %%uAutomatic End Welded Studs

AutoCAD SHX Text 3.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text Welding Code-Steel, latest edition by the American Welding Society. The type and

AutoCAD SHX Text capacity of the welding equipment shall be in accordance with manufacturer's

AutoCAD SHX Text recommendations and shall be checked and approved by the welding inspector. At the

AutoCAD SHX Text beginning of each days work, a minimum of two test stud welds shall be made, with the

AutoCAD SHX Text equipment to be used, to metal which is the same as the actual work piece. The test

AutoCAD SHX Text studs shall be subjected to a 90%%d bend test by striking with a heavy hammer. After

AutoCAD SHX Text the above test, the weld section shall not exhibit any tearing out or cracking.

AutoCAD SHX Text %%uStructural Observation

AutoCAD SHX Text 1.

AutoCAD SHX Text This structure requires "Structural Observation" per CBC section 1702. The

AutoCAD SHX Text Architect or Engineer of record responsible for the structural design shall

AutoCAD SHX Text perform the structural observation. Observed deficiencies shall be reported in

AutoCAD SHX Text writing. In addition, final written documentation shall be issued stating that the

AutoCAD SHX Text necessary site visits have been made and identifying any reported deficiencies

AutoCAD SHX Text that, to the best of the structural observer's knowledge, have not been resolved.

AutoCAD SHX Text At a minumum, structural observations are required at the following stages of

AutoCAD SHX Text construction:

AutoCAD SHX Text 2.

AutoCAD SHX Text

a. Prior to concrete placement of first footing pour when all reinforcing steel

AutoCAD SHX Text

b. When 2nd floor steel framing is in place, prior to deck installation.

AutoCAD SHX Text

d. When roof framing is in place, prior to deck installation.

AutoCAD SHX Text It is the Contractor's responsibility to notify the Architect and Structural Engineer

AutoCAD SHX Text at least 48 hours in advance of these Structural Observations.

AutoCAD SHX Text Structural Observations do not constitute special inspections of any type.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text is in place.

AutoCAD SHX Text

c. When 3nd floor steel framing is in place, prior to deck installation.

AutoCAD SHX Text

e. When 100%%% for the steel framing is in place including deck installation

AutoCAD SHX Text and shear stud installation.

AutoCAD SHX Text %%uWindow system design criteria

AutoCAD SHX Text All mullions and their connections shall be designed to span between structural supports as shown on drawings. Verify ceiling heights with architectural drawings. All mullions and their connections shall allow for a relative movement between stories of not less than 1" due to seismic loads. Submit complete shop drawings and calculations signed by a Civil Engineer registered in the state in which the project is located, prior to fabrication. Details provided in these drawings are for reference only. Window system manufacturer shall design and supply all connection materials (including embedded items, diagonal bracing angles, brackets, outriggers, etc.) as required for the support of the window system. Embedded items shall be installed by the Contractor.

AutoCAD SHX Text

1. 2. 3. 4.

AutoCAD SHX Text 2010 CBC Wind Speed - 85 mph exposure C.

AutoCAD SHX Text %%uMetal Deck

AutoCAD SHX Text (Fy=38 ksi) or equal and shall have a galvanized, G-60 grade coating.

AutoCAD SHX Text Metal roof deck shall conform to ASTM A-653 (Fy=38 ksi) or ASTM A446, Grade A

AutoCAD SHX Text

AutoCAD SHX Text %%uS- (in )

AutoCAD SHX Text %%uS+ (in )

AutoCAD SHX Text

AutoCAD SHX Text %%uI (in )

AutoCAD SHX Text %%uGauge

AutoCAD SHX Text %%uType

AutoCAD SHX Text %%uLocation

AutoCAD SHX Text 1.

AutoCAD SHX Text Prior to fabrication, the Contractor shall submit shop drawings to the Architect

AutoCAD SHX Text Connection and welding of decking to structural supports and at deck side seams

AutoCAD SHX Text shall be as specified in the structural drawings.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text and Structural Engineer for review. Shop drawings should indicate deck gauge, size, AutoCAD SHX Text and layout as well as closure conditions, welds to supports and side lap details.

AutoCAD SHX Text Provide metal decking manufactured by ASC Steel deck or Verco of type and ASC Steel deck or Verco of type and of type and gauge as shown on plans. Decking shall have the following minimum section the following minimum section properties u.n.o.:

AutoCAD SHX Text Roof

AutoCAD SHX Text B-36

AutoCAD SHX Text

AutoCAD SHX Text 0.377

AutoCAD SHX Text 0.411

AutoCAD SHX Text 0.417

AutoCAD SHX Text 0.533

AutoCAD SHX Text 0.510

AutoCAD SHX Text 0.555

AutoCAD SHX Text

AutoCAD SHX Text 2W

AutoCAD SHX Text Floor

AutoCAD SHX Text Installation, testing & inspection of all PAF's shall be in accordance with the applicable ESR report, these plans, and any project specifications.

AutoCAD SHX Text %%uPowder Actuated Fasteners (Shot Pins)

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 10.

AutoCAD SHX Text 3.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text All X-CP type PAF's shall be as manufactured by Hilti, Inc., Tulsa, Oklahoma in accordance with ICC-ES Evaluation Report ESR-2379 dated August 1, 2010.

AutoCAD SHX Text These notes govern all conditions called out on the plans as 'PAF' or 'shot pins' unless noted otherwise.

AutoCAD SHX Text All X-U type PAF's shall be as manufactured by Hilti, Inc., Tulsa, Oklahoma in accordance with ICC-ES Evaluation Report ESR-2269 dated November 1, 2010.

AutoCAD SHX Text X-U w/ P8 washer w/ 1" penetration

AutoCAD SHX Text concrete & CMU

AutoCAD SHX Text steel (ê" min thick)

AutoCAD SHX Text PAF's specified in these notes shall be used for dry, interior applications only.

AutoCAD SHX Text thru mtl deck into concrete

AutoCAD SHX Text

BASE MATERIAL

AutoCAD SHX Text X-U PAF's driven into ß" thick or less steel base material shall fully penetrate the steel. For base thickness over ß", ï" minimum penetration is required.

AutoCAD SHX Text X-U w/ P8 washer w/ ß" penetration

AutoCAD SHX Text X-U w/ P8 washer (see penetration note)

AutoCAD SHX Text Light-gauge steel & non-pressure treated wood shall be attached per the following table:

AutoCAD SHX Text X-U PAF's driven into concrete shall have 3" minimum edge distance & concrete depth equal to 3 times the length of embedment minimum, u.n.o.

AutoCAD SHX Text 9.

AutoCAD SHX Text Fasteners in the face of CMU shall be installed away from vertical mortar joints, and shall be spaced at 8" cc minimum, u.n.o.

AutoCAD SHX Text All X-EDNK22 & ENP type PAF's shall be as manufactured by Hilti, Inc., Tulsa, Oklahoma in accordance with ICC-ES Evaluation Report ESR-2197 dated December 1, 2010.

AutoCAD SHX Text 4.

AutoCAD SHX Text 2x pressure treated wood shall be attached to concrete w/ Hilti 2á" X-CP 72 PAF w/ P8 S23 washers. Fasteners shall have 1ß" minimum edge distance @ concrete.

AutoCAD SHX Text Metal decking shall be attached w/ Hilti X-ENDK22 THQ12 @ steel supports less than ë" thick, and Hilti X-ENP-19 L15 @ steel supports equal to or greater than ë" thick.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 11.

AutoCAD SHX Text 12.

AutoCAD SHX Text Tests and Inspections shall be provided as required below and shall conform to the

AutoCAD SHX Text requirements of 2010 CBC, Chapter 17.

AutoCAD SHX Text It is the contractor's sole responsibility to see that these tests and inspections are

AutoCAD SHX Text %%uTest and Inspections

AutoCAD SHX Text Compact fill

AutoCAD SHX Text Structural steel & cold formed steel sampling & testing

AutoCAD SHX Text A.

AutoCAD SHX Text B.

AutoCAD SHX Text %%UTests & Documentation/Certification Required

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 7.

AutoCAD SHX Text 3.

AutoCAD SHX Text performed.

AutoCAD SHX Text All Test and Inspections shall be performed by a certified special inspector from an

AutoCAD SHX Text established Testing & Inspection Company, unless noted otherwise. Jobsite visits by the

AutoCAD SHX Text Structural Engineer do not constitute inspections and are not a substitute for special

AutoCAD SHX Text inspection.

AutoCAD SHX Text The special inspector shall observe the work indicated for conformance with the

AutoCAD SHX Text approved construction documents.

AutoCAD SHX Text 4.

AutoCAD SHX Text The special inspector shall furnish inspection reports to the building department, the

AutoCAD SHX Text engineer or architect of record, and other designated persons. All discrepancies

AutoCAD SHX Text shall be brought to the immediate attention of the contractor for correction, then, if

AutoCAD SHX Text uncorrected, to the proper design authority and to the building department.

AutoCAD SHX Text 5.

AutoCAD SHX Text The special inspector shall submit a final signed report stating whether the work

AutoCAD SHX Text requiring special inspection was, to the best of the inspector's knowledge, in conformance

AutoCAD SHX Text with the approved construction documents and the applicable workmanship provisions

AutoCAD SHX Text of the 2010 CBC.

AutoCAD SHX Text 6.

AutoCAD SHX Text Required Tests and Inspections are indicated below with a solid filled rectangle " ":

AutoCAD SHX Text

STEEL

AutoCAD SHX Text A.

AutoCAD SHX Text %%UVerification and Inspection

AutoCAD SHX Text Material verification of high-strength bolts, AutoCAD SHX Text 1.

AutoCAD SHX Text Inspection of high-strength bolting, bearing

AutoCAD SHX Text 2.

AutoCAD SHX Text Inspection of Welding Structural Steel: (field/shop)

AutoCAD SHX Text 3.

AutoCAD SHX Text Complete & partial penetration groove welds

AutoCAD SHX Text Multi-pass fillet welds

AutoCAD SHX Text Single-pass fillet welds > ì"

AutoCAD SHX Text Single-pass fillet welds %%U<%%U ì"

AutoCAD SHX Text Floor and roof deck welds

AutoCAD SHX Text %%UContinuous

AutoCAD SHX Text %%UPeriodic

AutoCAD SHX Text Inspection of Steel Frame Joint Details for Compliance

AutoCAD SHX Text 4.

AutoCAD SHX Text with Approved Construction Documents

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text B.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text

MASONRY PLACEMENT & GROUTING

AutoCAD SHX Text D.

AutoCAD SHX Text Note: refer to 2010 CBC tables 1704.5.1 and 1704.5.3

AutoCAD SHX Text nuts & washers

AutoCAD SHX Text & typical connections

AutoCAD SHX Text

SOIL

AutoCAD SHX Text E.

AutoCAD SHX Text Footing excavation (by Geotechnical Engineer)

AutoCAD SHX Text 1.

AutoCAD SHX Text Pile/Pier foundation

AutoCAD SHX Text 2.

AutoCAD SHX Text

EPOXY-ANCHORING OPERATION

AutoCAD SHX Text F.

AutoCAD SHX Text 8.

AutoCAD SHX Text Continuous notation indicates the full-time observation of work requiring special inspection

AutoCAD SHX Text by an approved special inspector who is present at the work area. Periodic notation

AutoCAD SHX Text indicates the intermittent observation of work.

AutoCAD SHX Text Structural steel mill certification

AutoCAD SHX Text C.

AutoCAD SHX Text D.

AutoCAD SHX Text Non-destructive weld test for all complete penetration

AutoCAD SHX Text E.

AutoCAD SHX Text Reinforcing steel mill certification

AutoCAD SHX Text Concrete strength f'c test

AutoCAD SHX Text F.

AutoCAD SHX Text groove welds by Ultrasonic testing or Radiography

AutoCAD SHX Text Masonry strength f'm

AutoCAD SHX Text G.

AutoCAD SHX Text Post intalled anchors : Expansion / Epoxy Anchors

AutoCAD SHX Text H.

AutoCAD SHX Text Automatic end-weld stud shear connectors

AutoCAD SHX Text 5.

AutoCAD SHX Text Level 1 Masonry inspection (Occupancy 1, 11, 111)

AutoCAD SHX Text 1.

AutoCAD SHX Text Level 2 Masonry inspection (Occupancy 1V)

AutoCAD SHX Text 2.

AutoCAD SHX Text Installing of post-installed anchors

AutoCAD SHX Text 1.

AutoCAD SHX Text Epoxy injection

AutoCAD SHX Text 2.

AutoCAD SHX Text Material verification below footing

AutoCAD SHX Text 3.

AutoCAD SHX Text Excavation verification to proper depth

AutoCAD SHX Text 4.

AutoCAD SHX Text Placement and compaction of controlled fill

AutoCAD SHX Text 5.

AutoCAD SHX Text Site preparation prior to placement of controlled fill

AutoCAD SHX Text 6.

AutoCAD SHX Text Inspection of reinforcing steel & placement

AutoCAD SHX Text Concrete placement

AutoCAD SHX Text Precast concrete attachments & inserts

AutoCAD SHX Text Erection of precast concrete members

AutoCAD SHX Text

WOOD

AutoCAD SHX Text C.

AutoCAD SHX Text 1.

AutoCAD SHX Text Verify grade and thickness of sheathing

AutoCAD SHX Text 2.

AutoCAD SHX Text Verify nominal size of framing members

AutoCAD SHX Text at adjoining panel edges

AutoCAD SHX Text 3.

AutoCAD SHX Text Verify nail diameter & length, number of fastener lines, AutoCAD SHX Text spacing btwn fasteners in each line & at edge margins

AutoCAD SHX Text High strength bolts, nuts and washers

AutoCAD SHX Text I.

AutoCAD SHX Text End-welded studs

AutoCAD SHX Text J.

AutoCAD SHX Text Buckling Restrained Brace (Load Test)

AutoCAD SHX Text k.

AutoCAD SHX Text Beam to column moment connection

AutoCAD SHX Text L.

AutoCAD SHX Text Veneer bond strength test

AutoCAD SHX Text M.

AutoCAD SHX Text Prefabricated items

AutoCAD SHX Text N.

AutoCAD SHX Text Test to support alternative designs

AutoCAD SHX Text O.

AutoCAD SHX Text Isolator unit prototype & production testing

AutoCAD SHX Text P.

AutoCAD SHX Text Q.

AutoCAD SHX Text R.

AutoCAD SHX Text S.

AutoCAD SHX Text T.

AutoCAD SHX Text U.

AutoCAD SHX Text Concrete mix design, cement, aggregates & admixtures

AutoCAD SHX Text concrete prestressing tendons and anchorage

AutoCAD SHX Text Shotcrete preconstruction test

AutoCAD SHX Text Shotcrete strength & core test

AutoCAD SHX Text Masonry mortar, grout proportion, aggregates, additives

AutoCAD SHX Text Note: %%Ucoordinate with building department Test & Inspection form.

AutoCAD SHX Text %%UStructural Steel

AutoCAD SHX Text unless noted otherwise.

AutoCAD SHX Text welding to be done using E70xx electrodes. In addition, welding of ASTM A572 grade 50

AutoCAD SHX Text 1.

AutoCAD SHX Text Structural steel W and WT shapes shall conform with ASTM A992 steel. Structural steel

AutoCAD SHX Text angles, channels, miscellaneous channels, and plates shall conform with ASTM A36 steel

AutoCAD SHX Text Structural steel tubing HSS shall conform to ASTM A-500, grade B.

AutoCAD SHX Text Welding shall be done by the electric arc process in accordance with American Welding

AutoCAD SHX Text Society standards, using only certified welders. All groove welds shall have complete

AutoCAD SHX Text penetration unless noted otherwise. All exposed welds shall be ground smooth. All

AutoCAD SHX Text All structural steel shall be erected plumb and true to line. Temporary bracing shall be

AutoCAD SHX Text installed and shall be left in place until other means are provided to adequately brace

AutoCAD SHX Text the structure. Contractor responsible for reviewing all base plate and support

AutoCAD SHX Text Place non-shrink grout under all base plates before adding vertical load. For

AutoCAD SHX Text Bolted connections shall consist of unfinished bolts conforming to ASTM A-307 unless

AutoCAD SHX Text noted otherwise. Where high strength bolts are indicated, bolts conforming to ASTM

AutoCAD SHX Text A325-N or ASTM A490 shall be provided as indicated in plans.

AutoCAD SHX Text Holes for unfinished bolts shall be of the same nominal diameter of the bolt plus %%232". Use

AutoCAD SHX Text standard AISC gage and pitch for bolts except as noted otherwise.

AutoCAD SHX Text Holes for anchor bolts embedded in concrete shall be of the same nominal bolt diameter

AutoCAD SHX Text plus %%234" unless noted otherwise.

AutoCAD SHX Text All structural steel shall receive minimum of one shop coat of red primer paint. Do not

AutoCAD SHX Text paint areas to be field welded, fireproofed, galvanized to receive slip-critical high

AutoCAD SHX Text the specifications.

AutoCAD SHX Text 2.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 10.

AutoCAD SHX Text 15.

AutoCAD SHX Text 12.

AutoCAD SHX Text 13.

AutoCAD SHX Text 14.

AutoCAD SHX Text 3.

AutoCAD SHX Text Steel pipe shall conform to ASTM A-53, Types E or S, grade B.

AutoCAD SHX Text steel and ASTM A992 steel shall be done with electodes capable of depositing weld

AutoCAD SHX Text metal with a maximum diffusible hydrogen content of 16ml/100g (H16).

AutoCAD SHX Text Structural steel below grade shall have 3" minimum of concrete cover.

AutoCAD SHX Text non-shrink grout see concrete Note #19.

AutoCAD SHX Text Fabrication, erection and materials shall conform to the specifications and standards of the AISC, as contained in the "AISC 360-05 Specifications of Structural Steel Buildings" & the "AISC Manual of Steel Construction", thirteenth edition and International Building Code latest edition.

AutoCAD SHX Text conditions during erection and bracing as required. See AISC and OSHA requirements.

AutoCAD SHX Text strength bolts, or to be embedded in concrete. Provide additional painting as noted in

AutoCAD SHX Text Anchor rods cast in concrete or masonry shall be headed bolts with cut thread, full

AutoCAD SHX Text diameter body style conforming to ASTM F1554 gr.36,55 (weldable per S1 Supplementary

AutoCAD SHX Text requirements), or 105 as indicated on drawings. All bolted connections and base ƒs

AutoCAD SHX Text shall have standard cut washers unless noted otherwise. Washers for base plates

AutoCAD SHX Text shall conform to ASTM F844 unless noted otherwise, and shall be paced at top and

AutoCAD SHX Text bottom of plate.

AutoCAD SHX Text "Slip-critical" bolted connections:

AutoCAD SHX Text

a) "Slip-critical" connections (A325SC design values with special inspection) are

AutoCAD SHX Text required at all braced frame connections, at all connections along chord lines and

AutoCAD SHX Text drag lines (as noted on plans), and uno, at all bolts in oversized or slotted holes.

AutoCAD SHX Text

b) The special inspector must be present during installation and tightening operation

AutoCAD SHX Text of "slip-critical" connections.

AutoCAD SHX Text 11.

AutoCAD SHX Text Provide ï"…

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