Pre-Design Seminar.ppt

8/10/2019 Pre-Design Seminar.ppt

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Presented By

Kenneth W. Hargrove, AIA, NCARB

ARCHITECTURAL

REGISTRATIONEXAMINATION

PRE-DESIGN

SEMINAR


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ARE Pre Design Seminar

ARCHITECTURAL PROJECT PHASES


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PRE-DESIGN:

PROJECT PLANNINGPHASE DELIVERABLESDOCUMENT PLANNING

SCHEDULE DEVELOPMENTFEE PROJECTIONS

ASSEMBLING THE TEAM

ARCHITECTURALPROGRAMMING

BUILDING TYPE STUDYCLIENT INTERACTION

SITE ANALYSISFUNCTIONAL ANALYSIS

COST ANALYSISCONCEPT DEVELOPMENT

ORGANIZATION


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PART I

PROJECT PLANNING


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PROJECT PLANNING

PHASE DELIVERABLES

DOCUMENT PLANNING

SCHEDULE DEVELOPMENT

FEE PROJECTIONS

ASSEMBLING THE TEAM


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PHASE DELIVERABLES

SCHEMATIC DESIGNDocuments required todescribe the general design intent, general

relationships and space requirements of the

project along with cost projections.

PROGRAMMING SHOULD BE COMPLETE

IF NOT IT MUST BE COMPLETED IN

SCHEMATIC DESIGN

ARCHITECTURAL MUST LEAD

CONSULTANTS ASSIST THE

SCHEMATIC DESIGN PROCESS TO

DEFINE SYSTEMS AND COSTS

Schematic Design DeliverablesAPPROVED BUILDING PROGRAM

Space/Area Allocation ChartRoom Data SheetsFunctional RelationshipsCode Reviews

DRAWINGSArchitectural Site PlanFloor PlansPrimary Building ElevationsRenderings and Diagrams

(Sufficent to explain building design Intent)

MANUAL

Architectural DescriptionStructural DescriptionHVAC Systems DescriptionPlumbing Systems DescriptionFire Protection System DescriptionElectrical System DescriptionSq. Ft. Estimate of Construction CostsSite Survey

Soils Report


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PHASE DELIVERABLES

DESIGN DEVELOPMENTEnough description ofQUANTITY and QUALITY to confirm budget projections,

inform the client of what to expect and to guide

consultants through Construction Documents.

FLOOR PLANS, RCP,S ELEVATIONS AND SECTIONS

SHOULDB BE TACT DOWN FOR CONSULTANTS TO FOLLOW

INTERIOR ELEVATIONS, MILLWORK AND EQUIPMENT

SHOULD BE SUFFICENT FOR OWNER REVIEW AND APPROVAL

FRONT END SECTIONS SHOULD BE READY FOR OWNER

REVIEW AND APPROVAL

SYSTEMS AND FIXTURE CUTS SHOULD BE READY FOR

OWNER REVIEW AND APPROVAL

COST PROJECTTIONS

Design Development Deliverables

DRAWINGS

Architectural Site Planw/ Building Location Established

Life Safety PlansFloor PlansRoof Plan w/ Drainage LayoutCeiling PlansBuilding ElevationsBuilding SectionsTypical Wall SectionsTypical Wall Section DetailsEnlarger Room Plans

Enlarged Stair Plans and SectionsEnlarged Elevator Plans and SectionsFinish ScheduleHardware ScheduleInterior Elevations (needing owner review)Millwork ElevationsEquipment PlansStructural Foundations and Framing DiagramsHVAC Systems Diagrams and LoadsPlumbing Systems DiagramsFire Protection System Diagrams

Electrical System Diagrams

MANUALFront End Specifications for Owner review and comments

Architectural Specification Section OutlinesStructural Specification Section OutlinesMEP Specification Section Outlines

Equipment Data SheetsHVAC Fixture CutsPlumbing Fixture Cuts

Light Fixture CutsEstimate of Construction Costs by Discipline


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DOCUMENT PLANNINGCONTRACT DOCUMENTSFinal bid set

of working drawings and specifications.

Must describe everything that is

important to the success of the project.

Estimate Time to Produce

Items on the Sheet

Sheet Name and Number

GENERAL and SCHEDULES - A100PLANS (FLOOR, ROOF, RCP)A200

BUILDING ELEVATIONSA300

BUILDING and WALL SECTIONSA400

ENLARGED PLANS and SECTIONSA500

PLAN DETAILSA600

SECTION DETAILSA700

WALL ELEVATIONSA800

SPECILTY ITEM DETAILINGA900


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DOCUMENT PLANNING


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PROJECT SCHEDULE:

BAR GRAPHSsimply indicate the startand finish dates of major phases of the

work. They are better as a form of visual

communication but inferior to a CPM

schedule as a management tool.

CPM SCHEDULESalso indicate the start

and finish dates of major phases, but , also

indicate the relationships between the

sequence of activities and the dependencyof activities on each other within the phases

FLOAT TIME

CALENDER DAYS

WORKING DAYS

FASTTRACKING


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PROJECT DESIGN SCHEDULE:

CONTRACTSPROGRAMING

SCHEMATIC DESIGN

DESIGN

DEVELOPMENT

CONTRACT

DOCUMENTS

BID PHASE

CLIENT REVIEWS

ARCHITECTURAL

REVIEWS:


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FEE PROJECTIONS - TOP DOWN METHOD

PROJECT TITLE

PROJECTED

CONSTRUCTION COST

TRADITIONAL FEE %

TOTAL

PROFESSIONAL FEE


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TRADITIONAL CONSULTANT %CIVIL 10.5%

STRUCTURAL 9.4%

MECHANICAL 15%

ELECTRICAL 12.5%

OTHER CONSULTANTS ?

PROFIT 20%

(Are they appropriate

for this project?)

ESTIMATE EXPENSES

SET ASIDE PROFIT

PHASE PROJECTIONS(Useful in evaluation

consultant invoices.)

(Why are phase totals

Not equal to %?)

(OWNERS MAY REQUEST

INVOICE PROJECTIONS)

PRODUCTION

FEE AVAILABLE


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TRADITIONAL

PHASE %SCHEMATIC DESIGN 15%

DESIGN DEVELOPMENT 15%

CONSTRUCTION DOC. 35%

BID 5%

CONST. OBSERVATION 30%

(Are they appropriatefor this project?)

PERSONEL &

BILLABLE RATES

IS THERE ENOUGH

FEE FOR EACHPHASE?

ARE WE USING

THE RIGHT

PERSONEL MIX?

IS THIS

OUR AVERAGEPERSONEL RATE?


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CONSULTANT CONTRACTS:One of the chief functions of an architect is to assemble

and coordinate / orchestrate, a team of specialists tocreate a functional design.

To unite the separate skills of the contributing

specialists around a central theme,

to give form to an idea.


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CONSULTANT CONTRACTS:

Make sure all services expected,deliverables, formatting issues and

time limits are understood up front

Determine systems and Establish

Budgetary Goals Early.

STRUCTURAL ENGINEERING SERVICES CHECKLIST

This checklist is not intended to be a complete and exhaustive listing of required

professional services, only an outline of those services, to assist both the Architect and

Consulting Engineer in verifying professional services completion and is based on AIA

Standard Form D200.

PART 1SCHMEATIC DESIGN

1.01 Review and complete contractual agreement for consulting services.

1.02 Obtain site surveys, soils reports, architectural pre-schematic layouts, projectcontact index, program requirements, and standard Architect formats. Request

any additional test, reports documents or analysis required for this part of the

work.

1.03 Assist the Architect in recommending structural systems and layout modificationsbased on suitability, constraints and const efficiency. Provide assistance or

proposed. Advise the Architect of special or unusual conditions

1.04 Provide written description of structural systems materials required, codeconformances and all pertinent design loads.

1.05 Provide written preliminary estimate of construction cost. Provide costcomparison analysis of possible alternate systems as requested.

PART 2DESIGN DEVELOPMENT

2.01 Obtain schematic submittal documents, approvals, comments and decisions from t

the Architect.

2.02 Obtain the architects standard format velum in sufficient quantities for drawingsrequired at the consultantsexpense.

2.03 Coordinate systems, dimensions, clearances, and standards with the Architect andother consultants.

2.04 Prepare and submit to the Architect a minimum of 5 days prior to the contractualor established submittal date, plans indicating:

Finish Building Floor Grade

Building Location

Column Footings and Grade Beam LocationsRequired Retaining Walls

Above Grade Floor and Roof Framing Layouts


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CONSULTANT CONTRACTS:The Architect must deliver in time

for consultants to perform.

Require Consultants complete documents

in time for thorough coordination

of systems and documents.

Hold Consultants responsible for

maintaining Budget Goals.

Building Floor and Roof Structure Elevations with Floor to Structure C

Clearences

2.02 Provide list of final specification sections and drawings with outline of contents.

2.03 Review schematic design items 1.03, 1.04, 1.05 and update status, in writing,providing additional information, revisions or new recommendations for each.

PART 3CONTRACT DOCUMENTS PHASE

3.01 Obtain the design development documents, approvals, comments and decisionsfrom the Architect.

3.02 Review the design development submittal and coordinate structural elements withother disciplines. Make all revisions or additions required or requested by theOwner/Architect or needed to facilitate or coordinate with other disciplines.

3.03 Complete contract documents, drawings and specifications.Provide one set 75% submittal prints for architects review and comment atappropriate time interval. 75% submittal to include 100% complete photo

ready specifications in the architectsformat for insertion and printing.Provide additional detailing requested to adequately describe systems or

elements as requested by the Architect.

Final drawing original tracings to be submitted 10 days minimum prior tocontractual or established submittal date.

3.04 Review project description and cost estimate item 2.06 and revise as required at75% C.D. submittal. Provide written itemization of cost by specificationdivisions applicable. Make any final recommendations to reduce cost or improvedesign. Verify cost containment within budget constraints.

3.05 Sign and Seal documents required for Government agency reviews andpermitting. Meet with reviewing agencies, clarify and/or revise documents asrequired to obtain permits and approvals required for construction and occupancy.

PART 4BID PHASE

4.01 Obtain complete set of bid documents and review for correctness, omissions, andcoordination with work of other disciplines. Advise the Architect accordingly,providing revision or clarification documents for inclusion in addendum duringthe bid process.

4.02 Address Contractor questions, comments and request for alternate products,systems or procedures. Provide revision or clarification documents for inclusion

in addendum during bid process.

4.03 Review all addendum for correctness, completeness and coordination of otherdisciplines.

4.04 Continue to follow governing agency review and approval process to expedite

approvals in a timely manner, Item 3.05.


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PART II

PROGRAMMING


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ARCHITECTURALPROGRAMMING

PROCESS

FRAMEWORK

NEEDSHUMAN PROPORTIONSBUILDING TYPE STUDY

FUNCTIONAL ANALYSIS

CODE ANALYSISCOST ANALYSIS

CONTEXT

FORM

CONCEPT DEVELOPMENT

EVALUATION


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ARCHITECTURAL PROGRAMMING

The process of identification and systematic organization of the functional,architectural, structural, mechanical, aesthetic and budgetary criteria

which guide decision making in the design of buildings

.Good Programming is achieved through a well structured PROCESSanda comprehensive FRAMEWORKfor organizing information


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PROGRAMMING PROCESS

Client / architect INTERACTION and effective COMMUNICATIONis essential to the programming process


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PROGRAMMING PROCESS

Programming is and should be done

independently of architectural design.

However, the process rarely ends

when the program is published.

Discovery, Expression and Verification require

revisiting assumptions, concepts and conclusions.


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PROGRAMMING PROCESS

Programming is often performed in three phases:

BROAD OBJECTIVES AND PROBLEMS ARE STATED

FUNCTIONAL REQUIREMENTS ARE DISCRIBED BY

SIZE AND RELATIONSHIPS

DETAILED REQUIREMENTS ARE DEVELOPED


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DFW Terminal D Parking Garage

CIRCULATION CONCEPT DEVELOPMENT


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CONCEPT DEVELOPMENT

POSITIVES:

SEPERATED SHORT TERM

AND LONG TERM VEHICULAR

CIRCULATION LOOPS

SEPARATED VEHICLE AND

PEDESTRIAN CIRCULATION

NEGATIVES:POCKETED PARKING ZONES

WEAK UNDERSTANDING OF

HELIX RAMPS

HELIX RAMPS ARE COMPACT

BUT REQUIRE MORE COMPLEX

CIRCULATION TO ACCESS

CREATING MORE COMPLEX

DECISIONS AND CONJESTION

HELIX RAMPS SLOW TRAFFIC

CIRCULATION AND DIVERT

CIRCULATION TO CURBSIDE

PARKING LAYOUT PARALLEL

TO DESTINATION, REQUIRING

PATRONS TO THREAD

THROUGH PARKED CARS

PEDESTRIAN HORIZONTAL CIRCULATION

PEDESTRIAN VERTICAL CIRCULATION

VEHICULAR HORIVONTAL

CIRCULATION

VEHICLE VERTICALCIRCULATION


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CONCEPT DEVELOPMENT

THE DOUBLE HELIX


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CONCEPT DEVELOPMENT

POSITIVES:CENTRAL EXPRESS RAMPIS DESTINATION ORIENTED

AND REDUCE TRAFFIC AT

CURBSIDE



PARKING LANES AT RIGHT

ANGLES TO DESTINATION,

ENABLE PATRONS TO WALKDIRECTLY TOWARD THE

DESTINATION WITHOUT

THREADING THROUGH

PARKED CARS

CENTRAL VEHICULAR

CIRCULATION REDUCES

POCKETED ZONES AND

INCREASES EFFICENCY

NEGATIVES:

CENTERAL EXPRESS RAMP

INCREASES VERTICAL

VEHICULAR CIRCULATION

SPEED AND CREATE FEWER

BUT MORE INTENSE

INTERSECTIONS

SHORT TERM & LONG TERM

VEHICULAR CIRCULATIONLOOPS ARE LESS DEFINED


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CONCEPT DEVELOPMENT

POSITIVES:

PERIMETER EXPRESS RAMPIS DESTINATION ORIENTED

AND REDUCE TRAFFIC AT

CURBSIDE



PARKING LANES AT RIGHT

ANGLES TO DESTINATION,

ENABLE PATRONS TO WALKDIRECTLY TOWARD THE

DESTINATION WITHOUT

THREADING THROUGH

PARKED CARS

PERIMETER VEHICULAR

CIRCULATION REDUCES

POCKETED ZONES AND

INCREASES EFFICENCY

PERIMETER EXPRESS RAMPINCREASES VERTICAL

VEHICULAR CIRCULATION

SPEED AND BIANARY

DECISION POINTS

REDUCING DECISION TIME

AND CONGESTION

NEGATIVES:

SHORT TERM & LONG TERM

VEHICULAR CIRCULATIONLOOPS ARE LESS DEFINED


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PROGRAMMING FRAMEWORK

An effective framework for organizing programmatic information is thedivision of information into FUNCTION, FORM, ECONOMY and TIME.


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PROGRAMMING FRAMEWORK

Putting together a complex array of sometime

contradictory parts to form a unitedinterdependent composition

SYNTHESIS


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NEEDS

HUMAN PROPORTIONS


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BUILDING TYPE STUDIESBASIC FUNCTIONS AND PROCESS

NORMAL SPACES AND AREASRULES OF THUMB

HISTORIC / TRADITIONAL SOLUTIONS

TRADITIONAL FORMS


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BUILDING TYPE STUDIESPROCESS FLOW

ROOM SIZE

ORGANIZATION


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BUILDING TYPE STUDIES

EQUIPMENT NEEDS

DEP RTMENT L DI GR MS

COMPOSITE DIAGRAMS


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BUILDING TYPE STUDIES

COURTHOUSE DESIGNJudge/Jury/Public circulation patterns are

critical to a court house design.

SHOPPING MALL DESIGN

Store mix, convenient access, identity and adequate

parking are critical to a suburban shopping mall.

THEATER DESIGN

Site lines and acoustics are critical to the

success of a theater design.


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FUNCTIONAL ANALYSIS

Determine the order of importance,

or hierarchy of functions and spaces

and their relationships to each other.

After preliminary studies, owner

feedback is needed to discover his

unique needs, concerns and issues.

Bubble diagrams and matrixes are typical methods

to express what we learn in this process.


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SPACE / AREA ALLOCATION

Assembling spaces and area leads to NET AREA.Add circulation, structure, mechanical

and shared space to obtain GROSS AREA

NET AREA divided by GROSS AREA

is the building EFFICENCY


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ROOM DATA SHEETS

To establish space relationshiprequirements, internal room

requirements, equipment required,

activity zones, lighting and

conditioning requirements.

Tailor the ROOM DATA sheet

to the building type and the client, to

get the information needed and

get the clients buy-in early

I usually fill in the blanks for users

review, comments and approval.


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ROOM DATA SHEETS


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SPACE PRIORITY MATRIX

Tells the designer that theOwner Is most concerned

about Comfort, Character

and Flexibility in the Living

Rooms and is willing to

Pay more in initial costs

And utility costs to get it.

In the kitchen Comfort

And Character are still

Priorities, but, Flexibility

is not, and that he is less

willing to pay more for the

Character and Comfort

Because of budgetary

concerns.


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CODE ANALYSIS

STANDARD BUILDING CODE

UNIFORM BUILDING CODE

BOCA CODEINTERNATIONAL BUILDING CODE

Building codes deal with the spatial, structural and

mechanical aspects of a building as they affect public

health, safety and welfare. They can be

PRESCRIPTIVE or PERFORMANCE in nature.

TEXAS ACCESSIBLITY STANDARDS

LIFE SAFETY CODE - ANSI A117.1


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CODE ANALYSIS:OCCUPANCY

Assembly, Business, Education,

Factory, Hazardous Uses,

Institutional, Mercantile,

Residential, Storage, Utility

BUILDING PROPERTIES

AREA, HEIGHT, STORIES

CONSTRUCTION TYPE

TYPE 1 and 2Non-Combustible Construction

TYPE 3Exterior Walls are non-combustible

TYPE 4Heavy Timber Construction

TYPE 5Combustible Construction

OCCUPANCY REQUIREMENTS

Occupant Capacities

Finishes

Sub-Classifications

Special Protections

CONSTRUCTION REQUIREMENTS

Fire protection Requirements

Egress Requirements

MISCELANEOUS REQUIREMENTS


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SAMPLE CODE ANALYSIS:

PROJECT TITLE INFO

CODE USED

OCCUP NCY

Open Air Parking Garage

BUILDING PROPERTIES

AREA, HEIGHT, STORIES

CONSTRUCTION TYPE

Type 1Non-Combustible

REQUIREMENTS

OCCUPANCY REQUIREMENTS

CONSTRUCTION REQUIREMENTS

MISCELANEOUS REQUIREMENTSWall Openings

Height and Area

Railings

Barriers

Fire Sprinklers

REFERENCE LOC TIONS

BUILDING CODE ANALYSIS

PROJECT: DFW Terminal D Parking GarageLOCATION: DFW AirportPROJECT NO.: 20611.00DATE: 3/2/01CODE: 2000 International Building Code

BUILDING STATISTICS

AREA: Floors 16 @ 389,997sf = 2,339,982sfFloors LL1 and LL2 @ 512,271 = 1,024,542sf

TOTAL = 3,364,524sfOCCUPANCY: Open Parking GarageCONSTRUCTION TYPE: Post-Tension Cast-In-Place ConcreteBUILDING HEIGHT: 108.16

REQUIREMENTS REF.

OCCUPANCY TYPE: Group S-2, Low-Hazard Storage 311.3Open Parking Garage 406.2

CONSTRUCTION TYPE: Type I, unsprinkled 602.2 / Table 601Structural Frame 3hr Table 719.1(2)

Bearing Walls 3hrFloors 2hrRoofs 1.5hr

MIN. EXT. WALL OPEN AREA: 20% of total, located on 2 or more sides 406.3.3.140% of linear perimeter length

MAX. HEIGHT: UL 503 / Table 503MAX. AREA: UL 503 / Table 503ALLOWABLE CLEAR HEIGHT: 7-0 min. (8-2) 406.2.2 (1106.4)GUARD RAIING: 42 height railings at all slab drop 30 or more, including

glazed sides of stairs and ramps, 4 sphere limit to 34 406.2.38 sphere limit from 34 to 42(see exception 3 for group S allowing 21spacing) 1003.2.12.2

VEHICLE BARRIERS: 50psf uniform, 2,000lbs on 20 sq.in. concentrated 406.2.4FIRE SPRINKLERS: Not Required 903.2.11


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THIRD PAGE

SAMPLE CODE ANALYSIS:

PROJECT TITLE INFO

REQUIREMENTS

STAIR REQUIREMENTS

EXIT ACCESS

EXITS

ACCESSABILITY

PEDESTRIAN BRIDGEREQUIREMENTS

REFERENCE LOC TIONS

BUILDING CODE ANALYSIS Page 3PROJECT: DFW Terminal D Parking Garage

..

REQUIREMENTS REF.

STAIRS: 44 min. width 1003.3.3.180 min. Headroom 1003.3.3.2

7 max. 4 min. Risers, 11 min Treads 1003.3.3.3Handrails @ 34 high 1003.3.3.11.1Intermediate Handrails required for stairs greater than 60 1003.3.3.11.2

Handrail Projections 12 @ Top, 11 @ Bot. 1003.3.3.11.54.5handrail Projections Allowed 1003.3.3.11.7One Stair to Roof Min. 1003.3.3.12

EXIT ACCESS: 300 min Exit Access travel Distance Table 1004.2.4

EXITS: 4 min. Table 1005.2.1Open Egress Stairs Allowed 1005.3.2

(Smoke Exhaust Provided for Enclosed Areas)Sign Exit Discharge Levels in Stairs 1005.3.2.3Sign Floor Levels in Stairs 1005.3.2.4

ACCESSABLITY: 1 Entrance Route min. for each Destination 1105

HCPatron Parking Required: Table 1106.1Levels LL2, LL1, 1, 2, 3, 4, and 5 = 7086 cars

@ 20 for first 1000 + 1/100 cars over 1000 = 81 HC spaces

HC Patron Parking P rovided:

Equally divided between levels 1, 3 and 5 and between north and south :Level 1 - 10 @ South Diag. 6 @ Central Core, 10 @ North Diag.

Level 3 - 10 @ South Diag. 4 @ Central Core, 10 @ North Diag.Level 5 - 14 @ South Diag. 4 @ Central Core, 14 @ North Diag.

SUB-TOTAL = 34 @ South Diag, 14 @ Central Core, 34 @ North Diag.

TOTAL HC SPACES = 82

HC Employee Parking Required:

6thLevel, 979 cars979 cars or 490 cars North Destination and 490 cars to South Destination

HC Employee Parking Provided:8 @ South Diag. 4 @ Central Core, 8 @ North Diag.

TOTAL HC SPACES = 20

PEDESTRIAN BRIDGES: 2hr Fire Wall min. each side 10 above and below 3104.5

(see exceptions)Smoke Exhaust Required 3104.11


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HANDICAP

ACCESIBLITY CODES


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ZONING ORDINANCES:DEVELOPED OUT OF

LAND PLANNING and URBAN DESIGN CONCEPTSRECTILINEAR

CIRCULAR

RADIOCENTRIC

FOCUS - Town Square and The Plaza

CONNECTORSBoulevards, Vista Avenues, Parkways

The GARDEN CITY CONCEPTS


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ZONING ORDINANCES:SEGREGATION OF USES

CONTROL OF POPULATION DENSITYPARKING AND LOADING REQUIREMENTS

HEIGHT, SIZE AND SETBACKS

SITE LAYOUT AND COVERAGES

SIGNAGE AND LANDSCAPING

WATER RETENTION AND DETENTION

EASMENTSDEED RESTRICTIONS

COVENANTS

To preserve and protect the

health, safety and general

welfare of the public;

To enhance the quality of life;

and To protect property

values.

They regulate land usage

and the function, size and

certain exterior aspects

of a project


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COST PROJECTIONS

It is important to set BUDGETS and establish

levels of Quantity and Quality EARLY, and that

the client understands that changes in one will

require changes to the others.

The architects estimates are always only

projections because he can not control:

INFLATION

MARKET CONDITIONS

CONTRACTOR MEANS and METHODS

BUDGET

SCOPE

QUALITY


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PRELIMINARY CONSTRUCTION

COST PROJECTIONS:SQUARE FOOT COSTS

based on Occupancy Type, Sizeand Type of Construction

COMMON MODIFICATION FACTORS

COMMON ADDITIONS


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PRELIMINARY CONSTRUCTION

COST PROJECTIONS:DIVISION COST BREAKDOWN

ADJUST PER LOCALITY INDEX


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DETAIL CONSTRUCTION COST

PROJECTIONS:ITEMIZED BREAK DOWN OF COSTS

LIFE CYCLE COST EVALUATIONS

USE OF SPECIALIZED CONSULTANTS

Total with Profit and Overhead

Total Bare Costs

Equipment Costs

Labor CostsMaterial Costs


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CONTEXT


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SITE ANALYSIS

One of the first items needed to start the design phase.

SITE SURVEY

SOILS REPORT

Who provides them?

How are they obtained?

What needs to be in them?


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Site Survey and

Soil ReportsLEGAL DISCRIPTION

ZONING CLASSIFICATION

SITE BOUNDRIES

RESTRICTIONS / ESMENTS

ACCESS

EXISTING STRUCTURES

TOPOGRAPHY

LANDSCAPE ELEMENTSDRAINAGE

SOILS

UTILITIES


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SITE ANALYSIS

ORIENTATION

VIEWS

SCREENING


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SITE ANALYSIS


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FORM

SCALE

PROPORTIONSRHYTHUM

BALANCE

SYMMETRY

LIGHT

COLOR

VARIETY

TEXTURE

STRUCTURE

SYSTEMSTRADITION

CULTURAL ASSOCIATION

ASTHETIC PREFERENCES

Understand the relationshipOf people to their environment.

No single environment canSatisfy all people so our objective

Ought to be to create designsWhich permit, even encourage

the diversity of human opinion.Designs which offer individual

Expression as well as sensitivity,

Sensory stimulation and comfort.


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CONCEPT DEVELOPMENT

Concepts are developed through the

PROGRAMMING PROCESS


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CONCEPT DEVELOPMENT

Effective programming requires discovering the facts,

the exercise of reason and objectivity to develop concepts


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CONCEPT DEVELOPMENT


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CIRCULATION CONCEPTS


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CONCEPT DEVELOPMENT


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CONCEPT DEVELOPMENT


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CONCEPT DEVELOPMENT


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DFW Terminal D Parking Garage

ENTRY ROADWAY CONCEPT DEVELOPMENT


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CONCEPT DEVELOPMENT


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CONCEPT DEVELOPMENT

LIGHT POLES FRAMEENTRY WAY

RECESSES PROVIDE

VARIETY

PLANTERS PROVIDE

ATMOSPHERE

TEXTURED PAVMENT

RESTRICTS ROAD

WIDTH AND

CREATES RUMBBLE


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CONCEPT DEVELOPMENT


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CREDITS


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PROFESSIONAL SERVICES FEE SAMPLE PROBLEMA small museum Project has been awarded to your firm. The construction costs areprojected to be $5,600,000.00 and the client is not expecting to pay more than 8% inprofessional services fees. You will need standard Civil, Structural and MEP consultantengineering services.

After analyzing the project and your staff available, you determine that you will need 1200man hours (66% of an internstime making a salary of $24.00/hr and 34% of a PA/PMstimemaking a salary of $38.00/hr) through Contract Documents and Bid Phase. The firmsmultiplier for overhead expenses is 2.8 times the individuals salary. All expenses arereimbursable but we have spent $10,000 chasing the project and doing marketingpresentations to win the project.

Is the fee sufficient to do all normal professional services?

If not what options would you pursue?

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