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AutoCAD SHX Text %%uSTRUCTURAL GENERAL NOTES

AutoCAD SHX Text

1. Codes and Standards

AutoCAD SHX Text A. Design of new elements conforms to the 2019 State of Oregon

AutoCAD SHX Text Edition Structural Specialty Code (OSSC) based on the 2018

AutoCAD SHX Text Edition International Building Code (IBC). All reference to

AutoCAD SHX Text other codes such as ACI, ASTM, etc. shall be the edition as

AutoCAD SHX Text adopted by the OSSC.

AutoCAD SHX Text

2. Contractor Responsibilities

AutoCAD SHX Text A. The General Contractor (GC) is responsible for

AutoCAD SHX Text carrying out the requirements of these documents

AutoCAD SHX Text through the use of their own efforts or that of sub-

AutoCAD SHX Text contractors.

AutoCAD SHX Text The GC is responsible for all construction methods, AutoCAD SHX Text techniques, sequencing, and safety required to

AutoCAD SHX Text complete construction. All instructions contained in

AutoCAD SHX Text these documents are interpreted to be instructions to

AutoCAD SHX Text the GC and are the responsibiltiy of the GC to

AutoCAD SHX Text fulfill.

AutoCAD SHX Text B. Verify existing conditions prior to proceeding with

AutoCAD SHX Text construction. Immediately bring discrepancies to the

AutoCAD SHX Text attention of the Engineer of Record (EOR).

AutoCAD SHX Text C. Measure dimensions of any existing structures

AutoCAD SHX Text associated with the work and coordinate with required

AutoCAD SHX Text dimensions for new construction. Drawing scales are

AutoCAD SHX Text indicated for reference to assist with clarifying the

AutoCAD SHX Text work and providing proportions that resemble actual

AutoCAD SHX Text conditions. Do not measure drawings for construction.

AutoCAD SHX Text Use text dimensions provided. Request unknown

AutoCAD SHX Text dimensions from the Architect or Engineer with

AutoCAD SHX Text sufficient lead time to prevent construction delay.

AutoCAD SHX Text D. Arrange for, and coordinate work by trades and

AutoCAD SHX Text suppliers. Facilitate required inspections, special

AutoCAD SHX Text inspections and tests specified by contract documents, AutoCAD SHX Text Building Code and permit. Where coverings or work

AutoCAD SHX Text conceals items or areas to be inspected prior to

AutoCAD SHX Text satisfactory approval, the GC is responsible for

AutoCAD SHX Text removal and replacement of coverings or work as

AutoCAD SHX Text necessary without cost to the owner or Engineer.

AutoCAD SHX Text E. Shop drawings are required for the following items:

AutoCAD SHX Text

1. Submit shop drawings for review, for each

AutoCAD SHX Text material indicated, prior to construction. Shop

AutoCAD SHX Text drawings do not replace or supercede the

AutoCAD SHX Text requirements of the structural drawings. Special

AutoCAD SHX Text inspection shall be based on the structural

AutoCAD SHX Text drawings. Any discrepancy between the shop

AutoCAD SHX Text drawings and structural drawings shall be

AutoCAD SHX Text reported to the EOR by the contractor and by the

AutoCAD SHX Text special inspector for items that require

AutoCAD SHX Text inspection.

AutoCAD SHX Text F. This structure must be fully braced for wind and

AutoCAD SHX Text seismic loads during construction (see item 2A above).

AutoCAD SHX Text Contractor provided bracing must remain in place until

AutoCAD SHX Text the permanent lateral force resisiting system of the

AutoCAD SHX Text structure is completed.

AutoCAD SHX Text G. Where/If construction occurs around existing

AutoCAD SHX Text structures, protect existing footings from being

AutoCAD SHX Text undermined. Provide engineered shoring as necessary

AutoCAD SHX Text to protect existing structures. Repair damage, where

AutoCAD SHX Text caused by construction activity, to existing structures.

AutoCAD SHX Text H. Install items manufactured or supplied by others per

AutoCAD SHX Text the manufacturers specifications.

AutoCAD SHX Text I. Where details of construction are not explicitly

AutoCAD SHX Text shown, provide materials and construction of the same

AutoCAD SHX Text type and character as that of similar conditions used

AutoCAD SHX Text on the project. The actual details used shall be

AutoCAD SHX Text submitted to the Engineer for approval prior to

AutoCAD SHX Text ordering materials or beginning construction.

AutoCAD SHX Text J. Any conflict or discrepancy shall be brought to the

AutoCAD SHX Text attention of the Engineer of Record (EOR) for

AutoCAD SHX Text clarification and resolution prior to ordering

AutoCAD SHX Text materials or beginning construction.

AutoCAD SHX Text

3. General Contractor Warranty Requirements

AutoCAD SHX Text A. By acceptance of this project the General Contractor

AutoCAD SHX Text (GC) warrants that:

AutoCAD SHX Text

1. The GC and subcontractors hired by the GC have

AutoCAD SHX Text carefully and thoroughly reviewed the drawings

AutoCAD SHX Text and structural notes and have found them complete

AutoCAD SHX Text and free from ambiguities and sufficient for the

AutoCAD SHX Text purpose intended; further that, AutoCAD SHX Text

2. The GC has carefully examined the work site and

AutoCAD SHX Text that from those investigations is satisfied as to

AutoCAD SHX Text the nature and location of the work, as to the

AutoCAD SHX Text character, quality, quantities of material, and

AutoCAD SHX Text difficulties to be encountered, as to the extent

AutoCAD SHX Text of equipment and other facilities as needed for the

AutoCAD SHX Text performance of the work, and as to the general

AutoCAD SHX Text and local conditions, and other items which may

AutoCAD SHX Text affect the work or its performance; further that

AutoCAD SHX Text

3. The GC and all workers are experienced in the

AutoCAD SHX Text type of construction represented by the drawings

AutoCAD SHX Text and documents; further that

AutoCAD SHX Text

4. Neither the GC or their employees, agents, AutoCAD SHX Text intended suppliers, or subcontractors, have

AutoCAD SHX Text relied upon verbal representations allegedly

AutoCAD SHX Text authorized or unauthorized from the owner or

AutoCAD SHX Text their employees or agents, including the Engineer

AutoCAD SHX Text of Record.

AutoCAD SHX Text B. Bring discrepancies to the attention of the Engineer

AutoCAD SHX Text of Record at least 10 days prior to close of bid.

AutoCAD SHX Text

1. The GC warrants that construction cost for items

AutoCAD SHX Text not brought to the attention of the Engineer of

AutoCAD SHX Text Record (EOR) prior to bid, but that require

AutoCAD SHX Text clarification or EOR assistance during

AutoCAD SHX Text construction, will be covered by the bid amount

AutoCAD SHX Text agreed to by the GC. See item 2i above.

AutoCAD SHX Text

4. Design Loads

AutoCAD SHX Text

5. Equipment and Non-structural Components:

AutoCAD SHX Text A. Determine actual equipment and non-structural

AutoCAD SHX Text component weights, locations, and sizes supplied for

AutoCAD SHX Text this project. Notify Engineer if weights exceed

AutoCAD SHX Text allowances noted on structural plans and if equipment

AutoCAD SHX Text footprints are reduced from that shown on plans.

AutoCAD SHX Text B. For equipment and non-structural components weighing

AutoCAD SHX Text more than 400 lbs., prepare and submit seismic

AutoCAD SHX Text anchorage calculations and details sealed and signed

AutoCAD SHX Text by a professional Engineer registered in the State

AutoCAD SHX Text where this project is built.

AutoCAD SHX Text C. Coordinate between subcontactors to insure that:

AutoCAD SHX Text

1. Additional secondary framing is provided as

AutoCAD SHX Text required. Design of equipment supports and secondary

AutoCAD SHX Text framing by the vendor's engineer shall conform to IBC

AutoCAD SHX Text requirements.

AutoCAD SHX Text

2. Edges of decking are supported at all openings.

AutoCAD SHX Text Deck penetrations are made and reinforced to conform

AutoCAD SHX Text to deck vendors reinforcing recommendations.

AutoCAD SHX Text

3. Openings, penetrations and accessories are

AutoCAD SHX Text located to avoid interference with structural

AutoCAD SHX Text elements.

AutoCAD SHX Text

4. Pre-engineered elements are designed to support

AutoCAD SHX Text all weights and forces.

AutoCAD SHX Text D. Brace equipment and accessories per SMACNA Seismic

AutoCAD SHX Text Restraint Manual. Unusual ductwork, piping, or

AutoCAD SHX Text conduit configurations that fall outside of SMACNA

AutoCAD SHX Text minimum limits should be securely restrained to

AutoCAD SHX Text prevent movement.

AutoCAD SHX Text E. Brace suspended ceilings per ASTM E580 / E580M.

AutoCAD SHX Text %%uINSPECTION AND TESTING

AutoCAD SHX Text

1. Construction

AutoCAD SHX Text A. Construction will be inspected as required by the IBC

AutoCAD SHX Text as described in the Special Inspection Schedule.

AutoCAD SHX Text Special Inspections and/or structural observations do

AutoCAD SHX Text not replace Building Code Section 110 Inspections by

AutoCAD SHX Text the building inspector.

AutoCAD SHX Text B. Items noted as requiring special inspection in

AutoCAD SHX Text accordance with IBC Chapter 17 shall be performed by a

AutoCAD SHX Text qualified person who can demonstrate certification for

AutoCAD SHX Text the particular type of construction being inspected.

AutoCAD SHX Text The Special Inspection agency shall be independent

AutoCAD SHX Text from Contractors or Suppliers related to the job. The

AutoCAD SHX Text Engineer or Record retains the right to reject, for

AutoCAD SHX Text any reason, the agency chosen for the job.

AutoCAD SHX Text C. The Special Inspector shall not be hired by the

AutoCAD SHX Text Contractor. The Owner or an independent agent of the

AutoCAD SHX Text Owner shall hire the Special Inspector.

AutoCAD SHX Text D. Special Inspection is required per the Special

AutoCAD SHX Text Inspection Program, and/or as noted by design

AutoCAD SHX Text drawings, and shall be performed as required by

AutoCAD SHX Text Building Code Section 1704.

AutoCAD SHX Text

2. Site Preparation

AutoCAD SHX Text A. Remove vegetation, existing fill and any organic

AutoCAD SHX Text material until non-organic sub-grade soils are

AutoCAD SHX Text exposed. Remove material to a level at least eight

AutoCAD SHX Text inches below the existing grade. Roll three passes

AutoCAD SHX Text over the building area with a heavy vibratory roller.

AutoCAD SHX Text Extend rolled area at least five feet outside the

AutoCAD SHX Text perimeter footing line. Over-excavate any areas that

AutoCAD SHX Text the Geotechnical Engineer determines to exhibit

AutoCAD SHX Text excessive deflection. Place structural fill to replace

AutoCAD SHX Text removed material per the following section.

AutoCAD SHX Text

3. Structural Fill and Compaction

AutoCAD SHX Text A. Place structural fill and/or backfill after removal of

AutoCAD SHX Text forms, screeds, other wood debris and material subject to

AutoCAD SHX Text decay or corrosion. Use only materials approved by the

AutoCAD SHX Text Geotechnical Engineer for fill. Limit fill to clean, AutoCAD SHX Text granular material, placed in loose 8 inch lifts and

AutoCAD SHX Text determined by ASTM D1557 compaction test procedure.

AutoCAD SHX Text Verification of compaction will be done by random field

AutoCAD SHX Text density tests per the Special Inspection Schedule. Use

AutoCAD SHX Text light-weight hand operated equipment to compact fill

AutoCAD SHX Text within 6 feet behind walls. For any site, follow the

AutoCAD SHX Text recommendations of the Geotechnical Report in place of

AutoCAD SHX Text requirements specified here.

AutoCAD SHX Text %%uREINFORCED CONCRETE

AutoCAD SHX Text

1. Concrete

AutoCAD SHX Text A. The American Concrete Institute- ACI 318 "Building

AutoCAD SHX Text Code Requirements for Structural Concrete" governs

AutoCAD SHX Text concrete materials and construction for this project.

AutoCAD SHX Text Acceptance of concrete is based on this code.

AutoCAD SHX Text B. Use concrete with properties listed in the following

AutoCAD SHX Text table. All concrete strengths listed are the minimum

AutoCAD SHX Text strength. Submit statistical backup for mix designs

AutoCAD SHX Text along with mix design proportions for review. The

AutoCAD SHX Text Contractor is expected to know and follow standards of

AutoCAD SHX Text practice for formwork, mixing, placing, curing, cold

AutoCAD SHX Text and hot weather concreting and other relevant

AutoCAD SHX Text practices as described by ACI in the most current "ACI

AutoCAD SHX Text Manual of Concrete Practice".

AutoCAD SHX Text C. Take a minimum of 3 concrete test cylinders as

AutoCAD SHX Text required by the Special Inspection Program. Break one

AutoCAD SHX Text cylinder after 7 days and two cylinders after

AutoCAD SHX Text 28 days. Take additional cylinders as required by the

AutoCAD SHX Text Special Inspection Program. Hold additional cylinders

AutoCAD SHX Text to be broken if problems arise with test strength at 28

AutoCAD SHX Text days.

AutoCAD SHX Text D. Do not place concrete on frozen ground.

AutoCAD SHX Text E. Do not place electrical, mechanical, plumbing or

AutoCAD SHX Text similar conduits in slabs, walls or columns, or within

AutoCAD SHX Text 6 inches of the bottom of slabs on grade without prior

AutoCAD SHX Text approval from the Engineer.

AutoCAD SHX Text F. Roughen all construction joints to a minimum amplitude

AutoCAD SHX Text of 1/4". Coarseness of amplitude shall be a 1/4"

AutoCAD SHX Text variation every 1 inch or less. Roughness may be

AutoCAD SHX Text applied when wet or dry by use of a bushing hammer or

AutoCAD SHX Text similar device.

AutoCAD SHX Text

2. Non-shrink Grout

AutoCAD SHX Text A. Non-shrink grout shall be non-metallic, non-shrink grout

AutoCAD SHX Text conforming to requirements of ASTM C1107, Type B or C, AutoCAD SHX Text with a compressive strength of 5000 psi in 7 days.

AutoCAD SHX Text Acceptable products are Masterflow 928, Sonogrout

AutoCAD SHX Text 10k and Five Star Instant Grout or approved alternative.

AutoCAD SHX Text

3. Reinforcing Steel (Rebar)

AutoCAD SHX Text A. Fabricate, detail, and place in accordance with Building

AutoCAD SHX Text Code (Note 1.A) supplemented by the following:

AutoCAD SHX Text ACI 318 Building Code Requirements for Structural

AutoCAD SHX Text Concrete.

AutoCAD SHX Text AWS D1.4 Structural Welding Code-Reinforcing Steel.

AutoCAD SHX Text B. Materials UNO

AutoCAD SHX Text Deformed bar reinforcement ASTM A615 GR 60

AutoCAD SHX Text Welded deformed bar reinforcement ASTM A706 GR 60

AutoCAD SHX Text Welded wire fabric (flat sheets) ASTM F 2453

AutoCAD SHX Text C. Field Bent Bars (#5 and smaller) ASTM A706. ASTM A615

AutoCAD SHX Text reinforcing bars #5 and smaller may be field bent one time

AutoCAD SHX Text during construction. Bending a bar out of the way and back

AutoCAD SHX Text may be bent two times maximum. Field bending for #6 and

AutoCAD SHX Text larger requires specific approval by Engineer.

AutoCAD SHX Text D. Welding electrodes shall conform to matching filler metal

AutoCAD SHX Text requirements defined by AWS D1.4 Matching Filler Metals

AutoCAD SHX Text Requirements.

AutoCAD SHX Text E. Where welding of reinforcing is specified, bars shall

AutoCAD SHX Text conform to ASTM A706. Do not weld reinforcing steel unless

AutoCAD SHX Text specified by design or without authorization of the

AutoCAD SHX Text Engineer.

AutoCAD SHX Text F. Do not tack-weld reinforcing steel.

AutoCAD SHX Text G. Support reinforcement with approved chairs, spacers, or

AutoCAD SHX Text ties. All concrete slab reinforcing steel shall be

AutoCAD SHX Text supported at the required heights by approved bolsters.

AutoCAD SHX Text All reinforcement and embeds shall be securely tied in-

AutoCAD SHX Text place and shall be capable of supporting the weight of any

AutoCAD SHX Text worker without dislodging.

AutoCAD SHX Text H. All structural anchor bolts shall be secured in place and

AutoCAD SHX Text inspected prior to delivery of concrete. Insertion of

AutoCAD SHX Text embedded items into wet concrete (wet setting) is

AutoCAD SHX Text prohibited unless approved prior to construction.

AutoCAD SHX Text I. In walls and slabs, place (2)-#5 bars around all openings

AutoCAD SHX Text and recesses unless noted otherwise. Extend these bars at

AutoCAD SHX Text least 2' -0" beyond the corner of the openings unless noted

AutoCAD SHX Text otherwise. Where bars cannot be extended 2' -0" beyond the

AutoCAD SHX Text opening, extend as far as possible and terminate the bar

AutoCAD SHX Text with a standard hook.

AutoCAD SHX Text J. In walls and slabs, place (2) #5 x2'-0" diagonal bars at

AutoCAD SHX Text the corners of all openings.

AutoCAD SHX Text K. At walls and footing intersections and corners, place

AutoCAD SHX Text corner bars same size and spacing as horizontal bars and

AutoCAD SHX Text lap splice (Ls) to horizontal bars.

AutoCAD SHX Text L. See typical details for bends and hooks, hoops, ties and

AutoCAD SHX Text corner bar conditions.

AutoCAD SHX Text

4. Reinforcing Protection (cover)

AutoCAD SHX Text A. Concrete deposited against earth: 3 inches.

AutoCAD SHX Text B. Formed concrete surfaces exposed to ground and weather:

AutoCAD SHX Text #5 and smaller bar - 1-1/2 inches

AutoCAD SHX Text #6 and larger bar - 2 inches

AutoCAD SHX Text C. Concrete surfaces not exposed to weather or in contact

AutoCAD SHX Text with the ground: #11 and smaller bar - 3/4 inches

AutoCAD SHX Text

5. Construction Joints (CJ)

AutoCAD SHX Text A. Construction joints shall be located where specified or

AutoCAD SHX Text as approved by the Engineer.

AutoCAD SHX Text B. Construction Joints shall be made to transfer shear

AutoCAD SHX Text across the construction joint by intentionally roughening

AutoCAD SHX Text the surface to full amplitude of approximately 1/4 inch in

AutoCAD SHX Text the initial placement is still plastic.

AutoCAD SHX Text C. Keyed construction joints may be used only when

AutoCAD SHX Text explicitly detailed.

AutoCAD SHX Text

6. Placement and Curing

AutoCAD SHX Text A. Concrete conveying, depositing and consolidation shall be

AutoCAD SHX Text performed in accordance with ACI-301. Mechanical

AutoCAD SHX Text vibration shall be mandatory for all elements 12"

AutoCAD SHX Text and deeper and in all post-tension slabs.

AutoCAD SHX Text B. Cure concrete with water for at least 14 days. Other

AutoCAD SHX Text curing methods may be submitted to the engineer for

AutoCAD SHX Text approval prior to concrete placement. Regardless of

AutoCAD SHX Text approved curing method, the GC retains responsibility

AutoCAD SHX Text for improperly cured concrete and agrees to repair

AutoCAD SHX Text or replace such concrete at the engineer or architects

AutoCAD SHX Text discretion.

AutoCAD SHX Text C. Concrete shall be maintained above 50 degrees F for at

AutoCAD SHX Text least the first 7 days after placement.

AutoCAD SHX Text D. Contractor shall protect curing concrete against hot or

AutoCAD SHX Text cold weather effects. When air temperatures exceed

AutoCAD SHX Text or are expected to exceed 85 degrees F, concrete

AutoCAD SHX Text shall be moist cured and kept continuously wet.

AutoCAD SHX Text %%uSTRUCTURAL STEEL

AutoCAD SHX Text

1. Codes and Specifications

AutoCAD SHX Text Detail, fabricate and erect in accordance with the

AutoCAD SHX Text following as adopted by the IBC (Note 1.A):

AutoCAD SHX Text B. AISC 360 (2016 Edition) "Specifications for Structural

AutoCAD SHX Text Steel Buildings"

AutoCAD SHX Text C. AWS D1.1 (2011 Edition) "Structural Welding Code- Steel"

AutoCAD SHX Text

2. Structural steel material (UNO):

AutoCAD SHX Text W shapes: ASTM A992 or ASTM 572 Grade 50

AutoCAD SHX Text HSS tubing: ASTM A500, Grade C

AutoCAD SHX Text Pipe: ASTM A53, Grade B

AutoCAD SHX Text Angles & other shapes: ASTM A36

AutoCAD SHX Text Plate & bar stock: ASTM A36

AutoCAD SHX Text

3. Bolts

AutoCAD SHX Text A. High strength bolts shall be ASTM A325N with threads not

AutoCAD SHX Text excluded from the shear plane. Heavy Hex Nuts shall be ASTM

AutoCAD SHX Text A563 with ASTM F436 hardened washers, grade and finish to

AutoCAD SHX Text match bolt.

AutoCAD SHX Text B. High strength bolts are bearing connections and should be

AutoCAD SHX Text at least "snug tight".

AutoCAD SHX Text C. F959 compressible-washer-type direct-tension indicators

AutoCAD SHX Text or alternative load indicator bolts equivalent in strength

AutoCAD SHX Text shall be used for all bolted joints noted as slip-critical

AutoCAD SHX Text (SC) or tension loaded.

AutoCAD SHX Text D. All other bolts not designated as high strength or

AutoCAD SHX Text specified to be machine bolts (MB) shall be

AutoCAD SHX Text ASTM A307, Grade A bolts

AutoCAD SHX Text ASTM A563, Grade A hex nuts

AutoCAD SHX Text ASTM F844 steel washers

AutoCAD SHX Text E. Exterior bolts exposed to weather shall be zinc coated in

AutoCAD SHX Text accordance with ASTM A153 Class C.

AutoCAD SHX Text

4. Welds

AutoCAD SHX Text A. Weld Procedure Specifications (WPS) shall be prepared and

AutoCAD SHX Text submitted in accordance with AWS D1.1 for all welding

AutoCAD SHX Text subjected to Special Inspection requirements.

AutoCAD SHX Text B. Welding electrodes shall conform to AWS D1.1 table

AutoCAD SHX Text defining prequalified base metal-filler metal combinations

AutoCAD SHX Text for matching strength. Weld filler metal shall be 70 ksi

AutoCAD SHX Text minimum.

AutoCAD SHX Text C. End return fillet welds 2x nominal weld size wherever

AutoCAD SHX Text practical, unless noted otherwise.

AutoCAD SHX Text D. Minimum fillet weld size: See AISC Table J2.4 reproduced

AutoCAD SHX Text below:

AutoCAD SHX Text

5. Welded Headed Studs (WHS) shall be cold drawn bar stock conforming

AutoCAD SHX Text to ASTM A108, Grades 1010 through 1020, Type B with a minimum

AutoCAD SHX Text yield of 50 ksi or approved equal (AWS D.1 Table 7.1, Type B).

AutoCAD SHX Text Provide appropriate ferrules and required accessories to

AutoCAD SHX Text accomplish the required automatic weld. Specified length is the

AutoCAD SHX Text nominal after welded length (AWL). Studs shall be welded with

AutoCAD SHX Text automatically timed stud welding equipment per AWS D1.1 Section 7.5

AutoCAD SHX Text A. Stud qualification shall conform to AWS D1.1 Section 7.6.

AutoCAD SHX Text B. Stud production control testing shall conform to AWS D1.1

AutoCAD SHX Text Section 7.7.

AutoCAD SHX Text

6. Coatings

AutoCAD SHX Text A. Steel work concealed by interior building finish, or in

AutoCAD SHX Text contact with concrete need not be painted unless specified

AutoCAD SHX Text otherwise. In such cases, welding slag, dirt, and/or oil

AutoCAD SHX Text shall be removed by wire bushing or equivalent methods.

AutoCAD SHX Text Unpainted steel shall not be stored outside or allowed to

AutoCAD SHX Text rust before or during construction.

AutoCAD SHX Text B. Do not paint or coat welds until qualtity control

AutoCAD SHX Text inspections are performed.

AutoCAD SHX Text C. Surface preparations shall be performed to a level of

AutoCAD SHX Text cleanliness appropriate to the specified coating and

AutoCAD SHX Text consistent with coating manufacturer requirements.

AutoCAD SHX Text D. Where shop applied primer is required, the following

AutoCAD SHX Text areas shall not be coated.

AutoCAD SHX Text

1. Within 2" of field weld locations. Coat after

AutoCAD SHX Text quality control inspections are completed.

AutoCAD SHX Text

2. Steel items to be galvanized.

AutoCAD SHX Text

7. Erection

AutoCAD SHX Text A. Erection methods, sequencing and temporary support and

AutoCAD SHX Text bracing of structural steel shall be the Contractor's

AutoCAD SHX Text responsibility.

AutoCAD SHX Text B. Erection shall conform to the AISC "Code of Standard

AutoCAD SHX Text Practice", Section 7. All steel frames shall be considered

AutoCAD SHX Text "non-self supporting" unless noted otherwise or verified by

AutoCAD SHX Text the contractor's/erector's engineer.

AutoCAD SHX Text C. Column base plates and anchor bolts (fasteners) are

AutoCAD SHX Text designed for loads required of the completed structure

AutoCAD SHX Text after grouting. Column base plates and anchor bolts are not

AutoCAD SHX Text partially completed structure.

AutoCAD SHX Text D. Anchor bolts are designed for loading after specified

AutoCAD SHX Text non-shrink grout is place and cured. Anchor bolts are

AutoCAD SHX Text designed for shear and/or tension forces and have not been

AutoCAD SHX Text engineered for compression loads associated with the use of

AutoCAD SHX Text leveling nuts.

AutoCAD SHX Text %%uMETAL DECKING

AutoCAD SHX Text

1. Codes and Specifications

AutoCAD SHX Text Fabricate, detail, and place in accordance with 1A. above

AutoCAD SHX Text and the following:

AutoCAD SHX Text

- AISI, "North American Standard for Cold-Formed Steel

AutoCAD SHX Text Framing", 2016 Edition.

AutoCAD SHX Text

- SDI standard specification applicable to the deck

AutoCAD SHX Text specified.

AutoCAD SHX Text

- AWS D1.3 "Structural Welding Code - Sheet Steel".

AutoCAD SHX Text

2. Roof Decking

AutoCAD SHX Text A. 'Galvalume' structural metal roof panels with exposed fasteners.

AutoCAD SHX Text B. Panel gauge: Minimum 24 gauge thickness.

AutoCAD SHX Text C. Panel width: 3'-0".

AutoCAD SHX Text D. Panel Length: Precut to the length from the eave to the ridge;

AutoCAD SHX Text angles factory precut.

AutoCAD SHX Text E. Panel Orientation: Ribs shall run with the pitch of the roof for

AutoCAD SHX Text proper drainage.

AutoCAD SHX Text F. Trim: Provide matching roof trim and fasteners.

AutoCAD SHX Text G. Finish: Factory pre-finished with 'Kynar 500' paint system; color to

AutoCAD SHX Text be selected by Owner from standard color chart.

AutoCAD SHX Text

3. Welding

AutoCAD SHX Text A. Welding shall conform to AWS D1.3 with E60XX or E70XX

AutoCAD SHX Text welding electrodes in conformance with decking ICBO report.

AutoCAD SHX Text B. Arc spot (puddle welds) shall be 5/8 inch (1/2 inch

AutoCAD SHX Text effective) diameter unless noted otherwise.

AutoCAD SHX Text

ABBREVIATIONS (UNO)

AutoCAD SHX Text alternate

AutoCAD SHX Text anchor bolt

AutoCAD SHX Text architectural

AutoCAD SHX Text base plate

AutoCAD SHX Text beam

AutoCAD SHX Text bearing

AutoCAD SHX Text block

AutoCAD SHX Text blocking

AutoCAD SHX Text both sides

AutoCAD SHX Text bottom

AutoCAD SHX Text bottom of beam

AutoCAD SHX Text bottom of footing

AutoCAD SHX Text bottom of steel

AutoCAD SHX Text bracing

AutoCAD SHX Text building

AutoCAD SHX Text cast in place

AutoCAD SHX Text centerline

AutoCAD SHX Text clear/clearance

AutoCAD SHX Text column

AutoCAD SHX Text concrete

AutoCAD SHX Text concrete masonry unit

AutoCAD SHX Text construction joint

AutoCAD SHX Text continuous

AutoCAD SHX Text dead load

AutoCAD SHX Text deep

AutoCAD SHX Text detail

AutoCAD SHX Text diagonal

AutoCAD SHX Text diameter

AutoCAD SHX Text dimension

AutoCAD SHX Text ditto, do over

AutoCAD SHX Text double

AutoCAD SHX Text drawing

AutoCAD SHX Text each

AutoCAD SHX Text each face

AutoCAD SHX Text each side

AutoCAD SHX Text each way

AutoCAD SHX Text equal

AutoCAD SHX Text expansion

AutoCAD SHX Text exterior

AutoCAD SHX Text far side

AutoCAD SHX Text finish

AutoCAD SHX Text finish floor

AutoCAD SHX Text flange

AutoCAD SHX Text floor

AutoCAD SHX Text foot/feet

AutoCAD SHX Text footing

AutoCAD SHX Text foundation

AutoCAD SHX Text face of concrete

AutoCAD SHX Text face of masonry

AutoCAD SHX Text face of stem, stud

AutoCAD SHX Text header

AutoCAD SHX Text height

AutoCAD SHX Text horizontal

AutoCAD SHX Text include

AutoCAD SHX Text inside diameter

AutoCAD SHX Text inside face

AutoCAD SHX Text interior

AutoCAD SHX Text kip(s)

AutoCAD SHX Text kips per square inch

AutoCAD SHX Text location, locate

AutoCAD SHX Text long leg horizontal

AutoCAD SHX Text long leg vertical

AutoCAD SHX Text machine bolt (A307 quality UNO)

AutoCAD SHX Text material

AutoCAD SHX Text maximum

AutoCAD SHX Text mechanical

AutoCAD SHX Text metal

AutoCAD SHX Text mezzanine

AutoCAD SHX Text minimum

AutoCAD SHX Text miscellaneous

AutoCAD SHX Text near side

AutoCAD SHX Text not to scale

AutoCAD SHX Text not in contract

AutoCAD SHX Text on center

AutoCAD SHX Text opening

AutoCAD SHX Text opposite

AutoCAD SHX Text outside diameter

AutoCAD SHX Text outside face

AutoCAD SHX Text precast/precast panel

AutoCAD SHX Text panel

AutoCAD SHX Text places

AutoCAD SHX Text plate

AutoCAD SHX Text pounds per square foot

AutoCAD SHX Text pounds per square inch

AutoCAD SHX Text pressure treated

AutoCAD SHX Text quantity

AutoCAD SHX Text reference

AutoCAD SHX Text reinforce, -ed, -ing, -ment

AutoCAD SHX Text required

AutoCAD SHX Text revise/revision

AutoCAD SHX Text rough opening

AutoCAD SHX Text sawcut contraction joint

AutoCAD SHX Text schedule

AutoCAD SHX Text section

AutoCAD SHX Text sheet

AutoCAD SHX Text similar

AutoCAD SHX Text slab on grade

AutoCAD SHX Text spacing

AutoCAD SHX Text special concentric braced frame

AutoCAD SHX Text specification

AutoCAD SHX Text square

AutoCAD SHX Text staggered

AutoCAD SHX Text standard

AutoCAD SHX Text steel

AutoCAD SHX Text structural

AutoCAD SHX Text top and bottom

AutoCAD SHX Text top of beam elevation

AutoCAD SHX Text top of concrete

AutoCAD SHX Text top of footing

AutoCAD SHX Text top of steel

AutoCAD SHX Text typical

AutoCAD SHX Text top of masonry

AutoCAD SHX Text top of wall

AutoCAD SHX Text unless noted otherwise

AutoCAD SHX Text vertical

AutoCAD SHX Text welded wire fabric

AutoCAD SHX Text welded headed studs

AutoCAD SHX Text welded threaded studs

AutoCAD SHX Text with

AutoCAD SHX Text without

AutoCAD SHX Text working point

AutoCAD SHX Text

ALT

AutoCAD SHX Text

AB

AutoCAD SHX Text

ARCH'L

AutoCAD SHX Text

BASE %%131

AutoCAD SHX Text

BM

AutoCAD SHX Text

BRG

AutoCAD SHX Text

BLK

AutoCAD SHX Text

BLK'G

AutoCAD SHX Text

BS

AutoCAD SHX Text

BTTM

AutoCAD SHX Text

BOB

AutoCAD SHX Text

BOF

AutoCAD SHX Text

BOS

AutoCAD SHX Text

BRC'G

AutoCAD SHX Text

BLD'G

AutoCAD SHX Text

CIP

AutoCAD SHX Text

CL OR %%130

AutoCAD SHX Text

CLR/CLRC

AutoCAD SHX Text

COL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CMU

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CONT

AutoCAD SHX Text

DL

AutoCAD SHX Text

DP

AutoCAD SHX Text

DTL

AutoCAD SHX Text

DIAG

AutoCAD SHX Text

DIA OR %%129

AutoCAD SHX Text

DIM

AutoCAD SHX Text -do-

AutoCAD SHX Text

DBL

AutoCAD SHX Text

DWG

AutoCAD SHX Text

EA

AutoCAD SHX Text

EF

AutoCAD SHX Text

ES

AutoCAD SHX Text

EW

AutoCAD SHX Text

EQ

AutoCAD SHX Text

EXP

AutoCAD SHX Text

EXT

AutoCAD SHX Text

FS

AutoCAD SHX Text

FIN

AutoCAD SHX Text

FF

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FLG

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FLR

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FT

AutoCAD SHX Text

FTG

AutoCAD SHX Text

FND

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FOC

AutoCAD SHX Text

FOM

AutoCAD SHX Text

FOS

AutoCAD SHX Text

HDR

AutoCAD SHX Text

HT

AutoCAD SHX Text

HORIZ OR H

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INCL

AutoCAD SHX Text

ID

AutoCAD SHX Text

IF

AutoCAD SHX Text

INT

AutoCAD SHX Text

JNT

AutoCAD SHX Text

KSI

AutoCAD SHX Text

LOC

AutoCAD SHX Text

LLH

AutoCAD SHX Text

LLV

AutoCAD SHX Text

MB

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MAT'L

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MAX

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MECH'L

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MTL

AutoCAD SHX Text

MEZZ

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MIN

AutoCAD SHX Text

MISC

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NS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NIC

AutoCAD SHX Text

OC

AutoCAD SHX Text

OPN'G

AutoCAD SHX Text

OPP

AutoCAD SHX Text

OD

AutoCAD SHX Text

OF

AutoCAD SHX Text

PC/PCP

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PNL

AutoCAD SHX Text

PLCS

AutoCAD SHX Text

PL OR %%131

AutoCAD SHX Text

PSF

AutoCAD SHX Text

PSI

AutoCAD SHX Text

PT

AutoCAD SHX Text

QTY

AutoCAD SHX Text

REF

AutoCAD SHX Text

REINF

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REQ'D

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REV

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RO

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SCJ

AutoCAD SHX Text

SCHED

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SECT

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SHT

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SIM

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SOG

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SPC'G

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SCBF

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SPEC

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SQ

AutoCAD SHX Text

STAG

AutoCAD SHX Text

STD

AutoCAD SHX Text

STL

AutoCAD SHX Text

STRUCT'L

AutoCAD SHX Text T&B

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOC

AutoCAD SHX Text

TOF

AutoCAD SHX Text

TOS

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TOM

AutoCAD SHX Text

TOW

AutoCAD SHX Text

UNO

AutoCAD SHX Text

VERT OR V

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WWF

AutoCAD SHX Text

WHS

AutoCAD SHX Text

WTS

AutoCAD SHX Text W/

AutoCAD SHX Text W/O

AutoCAD SHX Text

WP

AutoCAD SHX Text

DRAWINGS

AutoCAD SHX Text

REQ'D IF

AutoCAD SHX Text

MARKED

AutoCAD SHX Text

AutoCAD SHX Text Reinforcing Steel

AutoCAD SHX Text

IF MARKED

AutoCAD SHX Text

STAMP REQ'D

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text

AutoCAD SHX Text Structural Steel

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ITEM

AutoCAD SHX Text A. Roof Loads

AutoCAD SHX Text Total Dead Load = 7 psf

AutoCAD SHX Text B. Wind Load

AutoCAD SHX Text Basic Wind Speed = 96 mph (3-second gust)

AutoCAD SHX Text Exposure = C

AutoCAD SHX Text Importance Factor, Ie = 1.00

AutoCAD SHX Text C. Seismic Load

AutoCAD SHX Text %%uGENERAL REQUIREMENTS

AutoCAD SHX Text Minimum

AutoCAD SHX Text Strength

AutoCAD SHX Text (psi)

AutoCAD SHX Text Stemwalls

AutoCAD SHX Text Footings &

AutoCAD SHX Text Location

AutoCAD SHX Text Maximum W/C

AutoCAD SHX Text Ratio [1]

AutoCAD SHX Text Slump [2]

AutoCAD SHX Text Maximum

AutoCAD SHX Text Aggregate

AutoCAD SHX Text Largest

AutoCAD SHX Text Size Req'd

AutoCAD SHX Text Air

AutoCAD SHX Text Entrainment

AutoCAD SHX Text Maximum

AutoCAD SHX Text Water

AutoCAD SHX Text Content

AutoCAD SHX Text Slab on

AutoCAD SHX Text Grade

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.58

AutoCAD SHX Text 0.54

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text N/A

AutoCAD SHX Text 285#/cy

AutoCAD SHX Text Notes:

AutoCAD SHX Text

1. Water cementitious materials ratio (W/C) includes all cement, AutoCAD SHX Text other cementitious products used.

AutoCAD SHX Text

2. Slump is the maximum allowed prior to the addition of water

AutoCAD SHX Text reducing or plasticizing agents.

AutoCAD SHX Text

3. Cost of mid-range and high-range water reducers shall be

AutoCAD SHX Text included in bid price to increase workability as required.

AutoCAD SHX Text two directions. Intentional roughening may be made while

AutoCAD SHX Text Material Thickness of

AutoCAD SHX Text To 1/4 inclusive

AutoCAD SHX Text Over 1/4 to 1/2

AutoCAD SHX Text Over 3/4

AutoCAD SHX Text Over 1/2 to 3/4

AutoCAD SHX Text 1/8

AutoCAD SHX Text Thicker Part Joined (in.)

AutoCAD SHX Text Fillet Weld (in.) (a)

AutoCAD SHX Text Minimum Leg Size of

AutoCAD SHX Text 3/16

AutoCAD SHX Text 1/4

AutoCAD SHX Text 5/16

AutoCAD SHX Text Notes:

AutoCAD SHX Text

a. Single pass welds must be used.

AutoCAD SHX Text designed to withstand wind or other lateral loads on a

AutoCAD SHX Text Risk Category = II

AutoCAD SHX Text Mapped Spectral Response Accelerations:

AutoCAD SHX Text Lap Splice Length (Ls)

AutoCAD SHX Text Bar [ 1, 3 ]

AutoCAD SHX Text Ls "Top bars" [ 2 ]

AutoCAD SHX Text Ls All Other Bars

AutoCAD SHX Text #3

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text 28"

AutoCAD SHX Text Notes:

AutoCAD SHX Text

1. Bar shall be spaced at least three bar diameters

AutoCAD SHX Text center to center and shall have concrete cover

AutoCAD SHX Text of at least one bar diameter.

AutoCAD SHX Text

2. "Top bars" are horizontal bars with more than 12"

AutoCAD SHX Text of fresh concrete below splice.

AutoCAD SHX Text

3. Where different bar sizes are lap spliced, the

AutoCAD SHX Text required lap length is the Ls for the smaller bar

AutoCAD SHX Text and the required development length is the Ls for

AutoCAD SHX Text the bigger bar.

AutoCAD SHX Text 3000 psi

AutoCAD SHX Text 26"

AutoCAD SHX Text 3500 psi

AutoCAD SHX Text 24"

AutoCAD SHX Text 4000 psi

AutoCAD SHX Text 37"

AutoCAD SHX Text 35"

AutoCAD SHX Text 32"

AutoCAD SHX Text 47"

AutoCAD SHX Text 43"

AutoCAD SHX Text 40"

AutoCAD SHX Text 22"

AutoCAD SHX Text 3000 psi

AutoCAD SHX Text 20"

AutoCAD SHX Text 3500 psi

AutoCAD SHX Text 19"

AutoCAD SHX Text 4000 psi

AutoCAD SHX Text 29"

AutoCAD SHX Text 27"

AutoCAD SHX Text 25"

AutoCAD SHX Text 36"

AutoCAD SHX Text 33"

AutoCAD SHX Text 31"

AutoCAD SHX Text Snow Load (Min Pg, Pf) = 20 psf

AutoCAD SHX Text Importance Factor, Iw = 1.00

AutoCAD SHX Text Ss = 0.641g, S1 = 0.369g

AutoCAD SHX Text Soil Site Class = D

AutoCAD SHX Text Spectral Response Coefficients:

AutoCAD SHX Text Sds = 0.55g

AutoCAD SHX Text Seismic Design Category (SDC) = D

AutoCAD SHX Text Seismic-force-resisting system(s): Cantilevered Steel Columns

AutoCAD SHX Text Response Modification Factor, R = 2.5

AutoCAD SHX Text Analysis Procedure Used: Equivalent Lateral Force

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text S0.1

AutoCAD SHX Text

GENERAL NOTES & INSPECTIONS

AutoCAD SHX Text above

AutoCAD SHX Text

ABV

AutoCAD SHX Text A. AISC 341 (2016 Edition) "Seismic Provisions for Structural

AutoCAD SHX Text Steel Buildings"

AutoCAD SHX Text

VERIFICATION & INSPECTION ITEM

AutoCAD SHX Text

1. Verify materials below shallow foundations are

AutoCAD SHX Text

INSPECTION

AutoCAD SHX Text

INSPECTION

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

PERIODIC

AutoCAD SHX Text

GEOTECHNICAL SPECIAL INSPECTION PROGRAM

AutoCAD SHX Text (As required by IBC Chapter 17, Table 1705.6)

AutoCAD SHX Text X

AutoCAD SHX Text adequate to achieve the design bearing capacity

AutoCAD SHX Text

2. Verify excavations are extended to proper depth

AutoCAD SHX Text and have reached proper material

AutoCAD SHX Text

3. Perform classification and testing of compacted

AutoCAD SHX Text fill materials

AutoCAD SHX Text

4. Verify use of proper materials, densities and lift

AutoCAD SHX Text thicknesses during placement and compaction of

AutoCAD SHX Text compacted fill

AutoCAD SHX Text

5. Prior to placement of compacted fill, observe sub-

AutoCAD SHX Text grade and verify site has been prepared properly

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text center

AutoCAD SHX Text

CTR

AutoCAD SHX Text joint

AutoCAD SHX Text

INT

AutoCAD SHX Text %%uFOUNDATIONS

AutoCAD SHX Text

2. Assumed design parameters:

AutoCAD SHX Text

a. Soil bearing

AutoCAD SHX Text Dead + Live 1500 psf

AutoCAD SHX Text Dead + Live + EQ/Wind 2000 psf

AutoCAD SHX Text

3. Contact Geotechnical Engineer for site visit after

AutoCAD SHX Text site excavation but prior to any foundation construction.

AutoCAD SHX Text Site visit is to verify adequacy of actual soil conditions

AutoCAD SHX Text and for special inspections required to satisfy IBC

AutoCAD SHX Text requirements related to soils, structural fill, and/or

AutoCAD SHX Text backfill.

AutoCAD SHX Text

4. Place footings & slabs on compacted fill as directed by the

AutoCAD SHX Text soils report or Geotechnical Engineer. Footings may be placed

AutoCAD SHX Text on firm original material as approved by the Geotechnical

AutoCAD SHX Text Engineer during a site visit.

AutoCAD SHX Text

5. Center footings on walls or columns above unless noted

AutoCAD SHX Text otherwise on plans or sections.

AutoCAD SHX Text

6. Place backfill behind walls after wall material attains its

AutoCAD SHX Text design strength and no sooner than 7 days after placement of

AutoCAD SHX Text concrete or grout. For retaining walls, use only backfill

AutoCAD SHX Text material that is free draining granular fill free of fines, silt

AutoCAD SHX Text or clay and approved by the Geotechnical Engineer. Install and

AutoCAD SHX Text compact backfill in conformance with the geotechnical report

AutoCAD SHX Text requirements. GC is responsible for bracing walls during

AutoCAD SHX Text backfill operations. Protect walls from movement or damage due

AutoCAD SHX Text to backfilling operations. At contractors expense, replace walls

AutoCAD SHX Text damaged or displaced by improper backfilling operations.

AutoCAD SHX Text

1. A Geotechnical Investigation (Soils) Report has not been

AutoCAD SHX Text compleated for this project

AutoCAD SHX Text S3.1

AutoCAD SHX Text

FOUNDATION PLAN & DETAILS

AutoCAD SHX Text S3.2

AutoCAD SHX Text

ROOF FRAMING PLAN & DETAILS

AutoCAD SHX Text #6

AutoCAD SHX Text 56"

AutoCAD SHX Text 52"

AutoCAD SHX Text 48"

AutoCAD SHX Text 43"

AutoCAD SHX Text 40"

AutoCAD SHX Text 37"

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

COLUMN SCHEDULE:

FOOTING SCHEDULE:

SCALE:

SUBGRADE at CONT EXTERIOR FTGS 2 3/4" = 1'-0"

SCALE:

DETAIL

3 3/4" = 1'-0"

S3.1

SCALE:

DETAIL

4 3/4" = 1'-0"

6A BASE PLATE

SCALE:

SLAB CONTROL JOINT & SUBGRADE

1 1" = 1'-0"

SHEET

OF SHEETS

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T h i s d o c u m e n t a e d e s i g n s a e a s i n c l u d e d h e r e i n a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e i s t h e p r o p e r t y o f

S t r u c t u r a l

S o l u t i o n s

I n c a y n o t b e u s e d y f o r a n y o t h e r p r o j e c t w i t h o u t t h e w r i t t e n c o n s e n t o f

S t r u c t u r a l

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S3.1

SCALE:

FOUNDATION PLAN

1/4"=1'-0"

NORTH

PLAN

LEGEND

KEYED NOTES

S3.1

S3.1

AutoCAD SHX Text F1

AutoCAD SHX Text F1

AutoCAD SHX Text F1

AutoCAD SHX Text F1

AutoCAD SHX Text F1

AutoCAD SHX Text F1

AutoCAD SHX Text F1

AutoCAD SHX Text F1

AutoCAD SHX Text F10

AutoCAD SHX Text F10

AutoCAD SHX Text F10

AutoCAD SHX Text F10

AutoCAD SHX Text F11

AutoCAD SHX Text F11

AutoCAD SHX Text F11

AutoCAD SHX Text F11

AutoCAD SHX Text

NOTE [2]

AutoCAD SHX Text

NOTE [1]

AutoCAD SHX Text

SEE FOR TYP FOR TYP SUBGRADE REQ'MENTS

AutoCAD SHX Text

SEE FOR FOR TYP SUBGRADE REQ'MENTS

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text TYP at SPREAD FTG

AutoCAD SHX Text TYP at SPREAD FTG

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text NEW CONC SLAB ON GRADE SHOWN. WHERE BUILDING SITE INCLUDES EXISTING ASPHALT PAVING, CONC SLAB SHOWN MAY BE OMITTED.

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text 8"

AutoCAD SHX Text

CONT

AutoCAD SHX Text 12"

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MARK

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text F1

AutoCAD SHX Text

(1) #4 CONT

AutoCAD SHX Text C1

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

NOTES: 1. SEE HEADER SCHEDULE FOR HEADER

AutoCAD SHX Text

COLUMN REQUIREMENTS.

AutoCAD SHX Text HSS 8x 8x 5/16

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 18"

AutoCAD SHX Text F10

AutoCAD SHX Text

(8) #6 CONT

AutoCAD SHX Text 24"

AutoCAD SHX Text F11

AutoCAD SHX Text

(9) #6 CONT

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

FTG PER

AutoCAD SHX Text

FTG PER

AutoCAD SHX Text

FTG PER

AutoCAD SHX Text GEOTECHNICAL ENGINEER TO VERIFY ADEQUACY OF NATIVE SUBGRADE SOILS TO ACCEPT CONSTRUCTION DETAILS & STRUCTURAL FILL REQ'MENTS SHOWN PRIOR TO FNDN CONSTRUCTION

AutoCAD SHX Text

FTG PER PLAN

AutoCAD SHX Text

SLAB PER PLAN

AutoCAD SHX Text

12" MIN 3/4"-0" CRUSHED ROCK

AutoCAD SHX Text

EXTEND STRUCTURAL FILL 12" MIN BEYOND ALL FTG EDGES (TYP)

AutoCAD SHX Text

4" PERFORATED FTG DRAIN (DRAIN TO SUITABLE OUTLET) WRAP IN FILTER FABRIC

AutoCAD SHX Text

DRAINROCK

AutoCAD SHX Text

PER

AutoCAD SHX Text

PER

AutoCAD SHX Text

PER

AutoCAD SHX Text

PER

AutoCAD SHX Text

PER

AutoCAD SHX Text

PER

AutoCAD SHX Text

SEE FOR SUBGRADE & FTG DRAIN REQ'MENTS

AutoCAD SHX Text

CONC SLAB PER PLAN

AutoCAD SHX Text

(1) #4 CONT

AutoCAD SHX Text

REINF PER FTG SCHED

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

BEND SLAB REINF INTO FTG THUS:

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1 1/2" MAX LEVELING GROUT

AutoCAD SHX Text ƒ 1 3/4"x 14x 1'-2" (Fy = 50 ksi MIN)

AutoCAD SHX Text

HSS COL PER PLAN

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

CONC SLAB PER PLAN

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

CONC POUR BACK PER CONTRACTOR

AutoCAD SHX Text

PER FTG

AutoCAD SHX Text

PER FTG

AutoCAD SHX Text

PER FTG

AutoCAD SHX Text

REINF PER FTG SCHED

AutoCAD SHX Text

‚ COL, ‚ FTG

AutoCAD SHX Text

(4) 1" ASTM 449 AB W/ DBL NUT & WASHER

AutoCAD SHX Text #4 @ 12" OC EA WAY at TOP

AutoCAD SHX Text SAWCUT 1/8"x 1" DEEP JOINT AS SOON AS SURFACE IS CAPABLE OF RESISTING LOAD W/O DAMAGE TO FINISH. (CAULK JOINT W/ SEMI-RIGID EPOXY SEALANT)

AutoCAD SHX Text

2" OF 1/4"-10 COMPACTED CRUSHED ROCK ('CRUSHER FINES')

AutoCAD SHX Text

12" 3/4"-0" CRUSHED ROCK

AutoCAD SHX Text

COMPACTED, NATIVE SUBGRADE (NO CLAYS)

AutoCAD SHX Text

CONC SLAB W/ REINF PER PLAN

AutoCAD SHX Text

PLACE BTTM MAT OF REINF 2" MIN CLR FROM TOP OF SLAB

AutoCAD SHX Text

FIELD CUT 1/2 OF REBAR AT PRE-PLANNED SAWCUT LOCATION

AutoCAD SHX Text

VAPOR BARRIER PER ARCH'L

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1. SEE S0.1 FOR GENERAL NOTES.

AutoCAD SHX Text

2. SEE SITE PLAN FOR ADD'L DIMENSIONS.

AutoCAD SHX Text

HSS STEEL COLUMN ABOVE

AutoCAD SHX Text

%%UC1

AutoCAD SHX Text

CONC FOOTING

AutoCAD SHX Text

SAWCUT CONTROL JOINT

[1] 4" CONC SLAB W/ #3 @ 16" OC EA WAY. 4" CONC SLAB W/ #3 @ 16" OC EA WAY. SEE FOR SUBGRADE REQUIREMENTS. [2] SAW-CUT CONTROL JOINTS TO ENCLOSE A SAW-CUT CONTROL JOINTS TO ENCLOSE A MAXIMUM SLAB AREA OF 150 SQ. FT W/ A MAXIMUM SPACING OF 15'-0". SEE FOR FURTHER REQUIREMENTS.

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

SCALE:

DETAIL

1 1" = 1'-0" SCALE:

DETAIL

2 1" = 1'-0" SCALE:

DETAIL

3 1" = 1'-0"

2A BENT PLATE 3B SIDE PLATE3A TOP PLATE

SCALE:

DETAIL

4 1" = 1'-0"

S3.2

S3.2

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S t r u c t u r a l

S o l u t i o n s

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S3.2

SCALE:

ROOF FRAMING PLAN

1/4"=1'-0"

NORTH

PLAN

LEGEND

KEYED NOTES

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text

NOTE [1]

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text HSS 10x 8x 3/8

AutoCAD SHX Text HSS 10x 8x 3/8

AutoCAD SHX Text HSS 10x 8x 3/8

AutoCAD SHX Text HSS 10x 8x 3/8

AutoCAD SHX Text HSS 10x 8x 3/8

AutoCAD SHX Text HSS 10x 8x 3/8

AutoCAD SHX Text HSS 10x 8x 3/8

AutoCAD SHX Text HSS 10x 8x 3/8

AutoCAD SHX Text HSS 7x 4x 3/16

AutoCAD SHX Text

RIDGE

AutoCAD SHX Text

RIDGE

AutoCAD SHX Text

NOTE [1]

AutoCAD SHX Text

HSS BEAM PER PLAN

AutoCAD SHX Text

HSS RF JST PER PLAN

AutoCAD SHX Text 3/16

AutoCAD SHX Text

BEAM - BEAM

AutoCAD SHX Text

HSS BEAM PER PLAN

AutoCAD SHX Text

(2) ROWS MTL SHT'G EDGE FASTENERS PER PLAN

AutoCAD SHX Text

MTL RF DECK PER PLAN

AutoCAD SHX Text

SEE FOR FOR CALLOUTS IN COMMON

AutoCAD SHX Text

HSS BEAM PER PLAN

AutoCAD SHX Text

HSS COL PER PLAN

AutoCAD SHX Text ƒ 1/4x 8x 6 1/2 CAP PLATE

AutoCAD SHX Text ƒ 1/4 CAP

AutoCAD SHX Text 3/16

AutoCAD SHX Text

CAP - BEAM

AutoCAD SHX Text

HSS RF JST PER PLAN

AutoCAD SHX Text

MTL RF DECK PER PLAN

AutoCAD SHX Text L 3x 3x 1/4x 0'-6" LONG W/ (2) 3/4" THRU BOLT

AutoCAD SHX Text

HSS RF BEAM PER PLAN

AutoCAD SHX Text 3/16

AutoCAD SHX Text BENT ƒ - JST

AutoCAD SHX Text L 3x 3x 1/4x 0'-5" EA SIDE OF JST W/ (2) 3/4" THRU BOLT

AutoCAD SHX Text 3/16

AutoCAD SHX Text BENT ƒ - JST

AutoCAD SHX Text PROVIDE 1" STD PIPE STIFFENER at THRU BOLT LOCATIONS

AutoCAD SHX Text PROVIDE 1" STD PIPE STIFFENER at THRU BOLT LOCATIONS

AutoCAD SHX Text PROVIDE 1" STD PIPE STIFFENER at THRU BOLT LOCATIONS

AutoCAD SHX Text ƒ 1/4x 6x 8 EA SIDE OF BEAM W/ (4) 3/4" THRU BOLTS

AutoCAD SHX Text 3/16

AutoCAD SHX Text

HSS - CAP

AutoCAD SHX Text SIDE ƒ - CAP

AutoCAD SHX Text 3/16

AutoCAD SHX Text

HSS RF JST PER PLAN

AutoCAD SHX Text

HSS BEAM PER PLAN

AutoCAD SHX Text

SEE FOR CALLOUTS IN COMMON

AutoCAD SHX Text HSS 7x 4x 3/16 OUTRIGGER

AutoCAD SHX Text 3/16

AutoCAD SHX Text

B.O. STL = +9'-0"

AutoCAD SHX Text

CONT ALUMINUM GUTTER

AutoCAD SHX Text [1] 1 1/2" x 24 GA. 'GALVALUME' ROOFING PANELS, 2-SPAN 1 1/2" x 24 GA. 'GALVALUME' ROOFING PANELS, 2-SPAN CONT, MIN. ATTACH TO PERP SUPPORTS W/ (4) HILTI 'X-EDNK22' FASTENERS PER 36" WIDE SHEET. ATTACH TO ALL PARALLEL SUPPORTS W/ HILTI 'X-EDNK22' FASTENERS @ 12" OC. FASTEN SIDE LAPS W/ #10 SMS @ 24" OC (TYP). USE RUBBER WASHERS at FASTENERS, TYP. SEE 'METAL DECKING' SECTION OF GENERAL NOTES (SHEET S0.1) FOR FURTHER REQUIREMENTS.

AutoCAD SHX Text

HSS STEEL COLUMN BELOW

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1. SEE S0.1 FOR GENERAL NOTES.

AutoCAD SHX Text

2. SEE SITE PLAN FOR ADD'L DIMENSIONS.

AutoCAD SHX Text

BEAM CONT OVER SUPPORT

AutoCAD SHX Text

STEEL MOMENT CONNECTION

3. SEE SITE PLAN FOR DOWNSPOUT LOCATIONS.