request for proposals wtjx parking enclosure estate … · 2020. 8. 6. · mission: wtjx's...

REQUEST FOR PROPOSALS

WTJX PARKING ENCLOSURE – ESTATE RICHMOND FACILITY

A. NOTICE

The Virgin Islands Public Broadcasting System, herein after referred to as WTJX, is

soliciting firm, fixed price proposals from qualified and experienced construction

companies for the new construction of a parking enclosure/garage to house WTJX’s new

mobile production unit. The contractor shall provide all labor, material, supplies, permits

and equipment to complete said parking enclosure construction as specified in the bid

documents and attached architectural drawings for WTJX, located at Nos. 36 & 37 Estate

Richmond, Christiansted, St. Croix, USVI.

Information provided in the scope of work shall be used solely for purpose of preparing a

bid. It is further expected that each bidder will read the scope of work with care, for

failure to meet certain specified conditions may invalidate their bid.

WTJX reserves the right to reject any or all proposals or any portion thereof and to

accept the bid deemed most advantageous to WTJX. Price and the ability of the bidder to

complete this type of project shall be considered as the sole criterion for awarding this

project (lowest responsive and responsible bidder).

Applicants are requested to submit proposal based on the scope of work. Alternative

proposals recommending new features and technology other than that requested in the

scope of work will receive consideration providing such new features and/or technology

is clearly explained. Any exceptions to the requirements requested herein must be

clearly noted in writing and be included as part of the bid.

The information contained herein is believed to be accurate, but is not to be considered in

any way as a warranty. Invitation for additional information on clarifying the scope of

work should be directed in writing to: Zoe Zimet, Executive Assistant to CEO, Virgin

Islands Public Broadcasting System, at [email protected]. Hard copies of this Request

for Proposals and the attached architectural drawings are also available at WTJX’s Estate

Richmond facility.

B. STATEMENT OF PURPOSE

WTJX is run by a Board of Directors, and the Chief Executive Officer is responsible for

the day-to-day operations of the System. The basic goal of the System is to advance the

general welfare of the community through educational, cultural and public affairs

programming, local and national, for the population of the Virgin Islands. The station's

general policy is set by its Board of Directors. Some oversight duties are exercised by

the V.I. Government's Executive and Legislative branches. The Legislative branch

appropriates and the Executive branch allots the majority of the funds necessary for the

operation of the System.

mailto:[email protected]

WTJX PARKING ENCLOSURE – ESTATE RICHMOND FACILITY – RFP of 8

Like all PBS member stations, WTJX is eligible for funds from the Corporation for

Public Broadcasting (CPB), which is a private corporation created by the Federal

government. It is the largest single source of funding for television and radio

programming; and like all broadcast outlets, WTJX is regulated by the Federal

Communications Commission (FCC). WTJX is a member of the Public Broadcasting

Service (PBS), a private, non-profit media enterprise, owned and operated by member

stations, which produce and distribute programs. WTJX is also a member of National

Public Radio (NPR).

Mission:

WTJX's mission is to partner with individuals, foundations, corporations, and

government agencies, to develop community engagement projects, designed to enhance

the quality of life for everyone in the Virgin Islands.

Vision:

WTJX, educating everyone in the Virgin Islands from the cradle to the rocking chair.

Values:

To open engagement that is relevant to everyone in the Territory. This engagement

should be inclusive, interactive and provide meaningful information for the education of

all.

Furthermore, it has been acknowledged that WTJX’s St. Croix Estate Richmond facility

requires this parking enclosure to house its new mobile production unit. Said parking

enclosure would protect this vehicle from incurring any damage from the elements and

other outside forces.

C. PROPOSED SCOPE OF WORK

WTJX is soliciting proposals from qualified and experienced companies in procuring

professional construction services to construct a parking enclosure for the new mobile

production unit, as specified in the attached architectural drawings.

Proposal shall include:

1. Contact information;

2. Estimated construction schedule in calendar days, showing significant milestones; and

3. Price for work. Provide a detailed cost breakdown, to include unit costs.

Summary of the work the contractor shall be responsible for performing:

1. Construct a parking enclosure/garage to house the new mobile production vehicle as

per the attached architectural drawings;

2. Provide all labor, materials, equipment and supervision required to complete work;

3. Provide all general construction and structural work;

4. Coordinate staging and loading of material on-site with WTJX;

5. Coordinate with WTJX to minimize pedestrian and traffic disruptions during

construction;

6. Complete work within agreed upon time schedule; and

7. Complete construction work as follows:


General:

1. All construction shall conform to the 2009 International building code unless

more stringent requirements are required in the plans and specifications.

2. The contractor shall verify in the field all conditions, elevations, and dimensions

before starting work. WTJX shall be notified immediately if any discrepancies

are found.

3. The contractor shall inform WTJX in writing of any discrepancies or omissions

noted on the drawings or in the specifications or of any variations needed in order

to conform to codes, rules and regulations. Upon receipt of such information,

WTJX will send written instructions to all concerned and work shall be performed

in a manner as directed by WTJX and/or its Project Manager. Any such

discrepancy, omission, or variation not reported, shall be the responsibility of the

contractor.

4. The contract documents represent the finished structure. They do not indicate

method of construction.

5. It shall be the responsibility of the contractor to provide temporary braces, shores

and guys, wherever necessary to support all loads to which the structure may be

subjected during construction, including erection equipment and its operation.

This temporary support system shall hold all elements and members in their final

position until totally and finally connected to the permanent bracing elements.

6. The typical notes and details shall apply in all cases unless specific details occur

elsewhere. Where no detail is shown, construction shall be as for similar work.

7. Required inspections by the Virgin Islands Department of Planning and Natural

Resources (Building Department):

A. Foundations;

B. Concrete;

C. Masonry; and

D. Structural Steel.

D. TIMETABLE

There will be a pre-bid meeting and site inspection on Monday, August 17, 2020 at 2:00

P.M. at WTJX’s Estate Richmond facility conference room.


E. SUBMISSION OF PROPOSAL

All interested parties shall submit four (4) sets of proposals, which are to be delivered to

the Chief Executive Officer’s Office at WTJX during normal business hours, no later

than Monday, August 31, 2020. They shall be addressed to:

Tanya-Marie Singh

Chief Executive Officer

Virgin Islands Public Broadcasting System

No. 36 & 37 Estate Richmond

Christiansted, VI 00820

The sealed envelope containing the bid must have the following information written on

the outside of the envelope:

SEALED PROPOSALS - DO NOT OPEN

RFP - WTJX NEW PARKING ENCLOSURE - ESTATE RICHMOND

Name of bidder

Mailing address of bidder

Telephone number of bidder

Where proposals are sent by mail, the bidder shall be responsible for their delivery to

WTJX before the date and time set for the closing of acceptance of proposal. Our mailing

address is:

P.O. Box 808

Christiansted, VI 00821

F. WITHDRAWALS OF BID

A bid may be withdrawn at any time prior to the time specified as the closing time for

acceptance of proposal. However, no bid shall be withdrawn or canceled for a period of

thirty days after said closing time for acceptance of proposal, nor shall the successful

provider withdraw or cancel or modify his bid, except at the request of WTJX after

having been notified that said bid has been accepted by WTJX.

G. INTERPRETATION OF SPECIFICATIONS

If any person contemplating submitting a bid requires clarification of any part of the

scope of work, he/she may submit to WTJX a written request for an interpretation thereof

to Executive Assistant to CEO, Zoe Zimet: [email protected]. The person submitting the

request will be responsible for its prompt delivery. Any interpretation of the scope of

work will be made in writing to all prospective bidders. Oral explanations will not be

binding.

mailto:[email protected]


H. CONSIDERATION OF PROPOSALS

The Chief Executive Officer shall represent and act for WTJX in all matters pertaining to

the scope of work and contract in conjunction therewith. This RFP does not commit

WTJX to the award of a contract, nor to pay any cost incurred in the preparation

and submission of proposal in anticipation of a contract. WTJX reserves the right

to reject any or all proposal and to disregard any informality and/or irregularity in

the bid when, in its opinion, the best interest of WTJX will be served by such action.

I. ACCEPTANCE OF PROPOSALS

WTJX will notify in writing acceptance of one of the proposals. Failure to provide any

supplementary documentation to comply with the vendor’s bid may be grounds for

disqualification.

J. CONTENTS OF PROPOSALS

The following is a list of information to be included in the written proposals. Failure to

comply with all the requirements as outlined may disqualify the applicant.

1. Introductory letter about the applicant:

a. Company name, address, fax and telephone; and

b. Type of service for which the company is qualified.

2. Organization:

a. Names/addresses of principals of the company;

b. Names of key personnel with experience of each and length of time in

organization;

c. Number of staff available for assignment (local & off-Territory);

d. Number of in-house design staff and design staff qualifications;

e. Copy of Articles of Incorporation;

f. Copy of Certificate of Resolution; and

g. Copy of valid Virgin Islands Business License.

3. Outside consultants that will be retained for this project and percentage of work to

be sub-contracted.

4. Project experience:

a. List of completed projects of similar type and estimated cost of each; and

b. Current projects underway, scope, percentage completed to date, and

estimated cost of each.

5. Three Project References: (to include: name, telephone number, e-mail address

and fax number).

6. Warranty: Vendors must provide comment on warranty.

7. Evaluation Criteria: The RFP will be evaluated to determine which bid provides

the best value.


K. CONFLICT OF INTEREST

A bidder filing a bid hereby certifies that no officer, agent or employee of WTJX has a

pecuniary interest in this bid or has participated in contract negotiations on behalf of

WTJX; that the bid is made in good faith without fraud, collusion, or connection of any

kind with any other bidder for the same Request for Proposals; the bidder is competing

solely in its own behalf without connection with or obligation to any undisclosed person

or entity.

L. LICENSE REQUIREMENT

An award will not be made to any entity or individual doing business in the Virgin

Islands to perform work with WTJX until evidence is submitted that the said entity or

individual has a valid V.I. Business License to do business in the Virgin Islands. The

bidder must submit hard copy of a valid V.I. Business License within ten (10) working

days after award.

All bidders bidding as Joint Ventures must be licensed as a Joint Venture in the Virgin

Islands.

M. REQUIRED DOCUMENTS

1. PUBLIC LIABILITY: The successful bidder will be required to obtain and have in

place public liability insurance and other insurance necessary as requested in this

bid package. Insurance policy(ies) shall name the WTJX as “Additional

Insured.” The public liability insurance shall have a minimum limit of not less

than one hundred thousand ($100,000.00) dollars for any one occurrence for

death or personal injury and one hundred thousand ($100,000.00) dollars for any

one occurrence for property damage. The bidder must provide public liability

insurance within ten (10) working days after award.

2. WORKERS’ COMPENSATION: Within ten (10) working days after award of

project, the successful bidder must submit a copy of their certificate providing that

his company and his agents are covered by Workers’ Compensation Employee’s

Liability.

FAILURE TO PROVIDE THE CERTIFICATES WITHIN THE STATED TIME

PERIOD MAY RESULT IN THE BID DEEMED AS NON-RESPONSIVE AND BE

IMMEDIATELY DISQUALIFIED WITH NO FURTHER CONSIDERATION GIVEN

FOR POTENTIAL AWARDING OF THE CONTRACT.

N. REQUIREMENTS FOR CORPORATIONS

1. ARTICLES OF INCORPORATION

2. CERTIFICATE OF CORPORATE RESOLUTION

3. CERTIFICATE OF GOOD STANDING

THESE WILL BE REQUIRED PRIOR TO AWARD OF CONTRACT.


O. TERMS AND CONDITIONS

Award will be made to the applicant whose bid is determined to be superior based on the

responsiveness to the design, Scope of Work, experience, cost and warranties provided.

WTJX reserves the right, at its sole discretion, to select a contractor on the basis of

response to this Request for Proposal or to request additional responses from other

qualified individuals/entities or additional sources, for the specific project identified, at

the conclusion of the Request for Proposals.

WTJX reserves the right, at its sole discretion, to accept or reject any or all proposal

received as a result of this request, to negotiate with any qualified contractor or additional

sources, or to modify or cancel, in part, or in its entirety, this Request for Proposals, or

waive compliance with, or change any of the terms and conditions of the Request if it’s in

the best interest of WTJX to do so.

The proposed project shall conform to, and be subject to all applicable laws, regulations,

and ordinances of all Federal and local authorities having jurisdiction, as the same may

be amended from time to time, except as otherwise specified herein.

All valid permits as required by local and federal agencies shall be obtained by the

selected contractor prior to commencing any construction.

WTJX is not obligated to pay and shall not pay any cost of losses incurred by any

contractor at any time, including the cost of responding to this Request for Proposals,

unless the Government has expressly agreed to do so in writing.

Selection of a contractor’s bid will not create any right on the applicant’s part, including

without limitation, rights of enforcement, equity, or reimbursement, until the applicable

contract and all related documents are fully executed and approved by all parties.

WTJX reserves the right to approve the selected contractor’s principal consultants

throughout the design and development of the project.

WTJX at its sole discretion will have the option to terminate negotiations at any time if it

is not satisfied with the progress of the negotiations. WTJX reserves the right, after

rejecting all proposal or withdrawing the Request for Proposals, to negotiate with a non-

applicant, if it is in the best interest of WTJX.

Submission of a bid shall be deemed the contractor’s consent to any inquiry made by

WTJX with regard to the contractor’s experience and/or financial capabilities or other

matter deemed relevant by WTJX to the bid.

This Request for Proposals does not constitute any obligation whatsoever of WTJX. A

valid contract may only be executed after approval by the Chief Executive Officer of

WTJX.


P. RESERVATIONS

The agreement to be entered into between WTJX and the successful bidder shall contain

negotiated provisions based on the specific requirements sets forth in the Request for

Proposals, and the successful bidder’s treatment thereof, as contained in its bid. Any

respondents wishing to take exceptions to any statement or requirements in this Request

for Proposals or to any required specific or general provisions in the attachments should

address these issues in its response. A general statement of reservations is not

acceptable.

Q. DEBARMENT

By execution of an agreement, the contractor certifies that it is eligible to receive grant

awards using federally appropriated funds that it has not been suspended or debarred

from entering into contracts with any federal agency. The contractor shall include this

provision in each of its subcontracts hereunder and shall furnish its subcontractors with

the current “LIST OF PARTIES EXCLUDED FROM FEDERAL PROCUREMENT OR

NON-PROCUREMENT.” In the event the contractor or subcontractor misrepresents its

eligibility to receive grant awards using federal funds, the contractor or subcontractor

agrees that it shall not be entitled to payment for any work performed under the executed

agreement and that the contractor or subcontractor shall promptly reimburse WTJX for

any progress payments heretofore made. If, during the term of the executed agreement,

the contractor shall become ineligible to receive grant awards using federal funds, the

agreement shall be terminated forthwith for cause and the contractor shall not be entitled

to payment for any work, or purchase under the agreement or subcontractor after the

effective date of ineligibility.

R. INDEMNIFICATION

contractor agrees to investigate, indemnify, and hold harmless WTJX, as well as

consultants and project managers retained by WTJX, from and against any and all loss,

damage liability, claims, suits, actions, judgments, demands, detriments, costs, charges

and expenses (including attorney’s fees) of whatsoever character which the Government

may incur, sustain or be subjected to, to the extent caused by the negligent actions of the

contractor under the executed agreement and arisen from any cause, except the

negligence of WTJX.

S. INDEPENDENT CONTRACTOR

The contractor shall perform this project as an independent contractor and nothing herein

contained shall be construed to be inconsistent with this relationship or status.

T. GOVERNING LAW

The executed agreement shall be governed by the laws of the United States Virgin Islands

and jurisdiction and venue are exclusive in the United States Virgin Islands.

END OF REQUEST FOR PROPOSAL

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LEGAL DESCRIPTIONS

PLOT No. 36 AND 37 ESTATE RICHMOND. COMPANY QUARTER ST CROIX. UNITED STATES VIRGIN ISLANDS AS MORE FULLY SHOWN ON OLG DRAWING No 103,DATED JULY 7, 1945 CONSISTING OF 0.1148 ACRES. RESPECTIVELY - MORE OR LESS (RECORDED)

APPLICABLE CODES THE FOLLOWING BUILDING CODES. CURRENT EDITIONS WITH AMEN OL1Ett7S WILL BE ADHERED TO un..ESS NOTED OTHERWISE

SCOPE YEAR / CODE

BUILOING 2018 INTERNATIONAL 1307.07IG CODES (ISCI

ELECTRIC 2017 NATIONAL ELECTRIC COOES MC)

PLUVIIING 2011 UNIFORM PLUMBING CODES (UPC)

INDEX OF DRAWINGS

GENERAL

A-0 GENERAL SPECIFICATIONS & INDEX OF DRAWINGS

SITE

SP-1 SITE PLAN

ARCHITECTURAL

STRUCTURAL

STRUCTURAL NOTES

FOUNDATION PLAN AND DETAILS

ROOF FRAMING PLAN AND DETAILS

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E-1 ELECTRICAL PLAN

E-2 ELECTRICAL NOTES, LOAD CALCULATIONS & SCHEDULES

PROJECT SUMMARY:

SITE MAP

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01 ELEVATION NUMBER SHEET NUMBER

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NUMBER / BUILDING SECTION LETTER

SHEET NUMBER

WTJX VIRGIN ISLANDS

PUBLIC TELEVISION SYSTEM PARKING ENCLOSURE

PLOTS 36 & 37 ESTATE RICHMOND

COMPANY QUARTERS, CHRISTIANSTED

SAINT CROIX, U.S. VIRGIN ISLANDS, 00821

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P.O. BOX 767 CHRISTIANSTED

SAINT CROIX U. S.V.I. 00821

340-6268978

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GENERAL SPECIFICATIONS

A.-CONDITIONS

1.- THE FOLLOWING SPECIFICATION ARE THE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS

2.- THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES AS WELL AS LAWS PERTINENT TO CONSTRUCTION WORK AT THE TIME OF CONSTRUCTION

3.- CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES AND SEQUENCES OF CONSTRUCTION INCLUDING WORKER SAFETY PRECAUTIONS

4.- ALL WORK SHALL BE PERFORMED AND COMPLETED IN THE MOST PROFESSIONAL MANNER BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADES

5.- CONTRACTOR TO COMPLY WITH OWNER'S RULES AND REGULATION REGARDING CONSTRUCTION WITHIN THE BUILDING INCLUDING TEMPORARY FACILITIES AND STRUCTURES. CONSTRUCTION SIGNS. STOCKING THE JOB, REMOVAL OF DEBRIS, NOISE CONTROL AND PARKING

6.- DUST-PROOF PARTITION SHALL BE INSTALLED AND MAINTAINED DURING UNIT OWNER'S WORK OVER AND AROUND ALL DOORWAYS LEADING TO BUILDING HALLWAYS AND ALL WINDOWS OF THE UNIT TO PREVENT ANY DUST OR DEBRIS FROM ENTERING INTO BUILDING HALLWAYS, STAIRWELLS. ELEVATOR SHAFTS OR SYSTEMS. OR THE ATMOSPHERE. ALL AFFECTED BUILDING AREAS MUST BE MOPPED CLEAN OR VACUUMED EVERY DAY BEFORE CONTRACTOR LEAVE THE BUILDING AND UNIT MUST BE KEPT REASONABLY CLEAN AT ALL TIMES

7.- THE CONTRACTOR SHALL CAREFULLY VERIFY THE LOCATION OF ALL UTILITY RUNNING THROUGH THE UNIT. ALL PRECAUTIONS SHALL BE TAKEN TO PROTECT THEM FROM DAMAGE. ANY DAMAGE RESULTING FROM THE ACTIONS AND OR NEGLIGENCE OF THE CONTRACTOR, ANY SUBCONTRACTOR AND ALL OF THEIR EMPLOYEES SHALL BE FULLY REPAIRED IN A TIMELY MANNER

8.- THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGHING-IN MEASUREMENTS OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF.

9.- ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

10.- THE CONTRACTOR AND SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK.

11.- THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE SAFETY LAWS, RULES, AND REGULATIONS ARE BEING OBSERVED. COMPLIANCE WITH SUCH SAFETY LAWS. RULES AND REGULATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

12.- THE ARCHITECT SHALL BE PROVIDED WITH SHOP DRAWINGS OR SAMPLES OF CUSTOM FABRICATED ITEM PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE CONSULTED FOR THOSE ITEMS NOT SHOWN IN THE DRAWINGS. SUBSTITUTIONS SHALL BE PERMITTED ONLY UPON WRITTEN CONSENT FROM THE ARCHITECT.

13.- WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DETAILS ON DETAIL SHEETS HAVE PRECEDENCE OVER DETAILS ON ARCHITECTURAL SHEETS.

14.- THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE AND AS SHOWN ON THE DRAWINGS IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS. SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTIONS. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE. HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME.

15.- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS. FEES. APPROVALS AND TAXES NECESSARY TO THE CONSTRUCTION OF THIS PROJECT. UPON COMPLETION OF UNIT WORK CONTRACTOR SHALL OBTAIN ALL NECESSARY INSPECTION. CERTIFICATES. SIGN-OFFS AND APPROVAL OF THE SAME FROM ANY GOVERNMENT AUTHORITIES, INCLUDING. WITHOUT LIMITATION. AN AMENDED CERTIFICATE OF OCCUPANCY FOR THE BUILDING.

16.- CONTRACTOR AGREES THAT HE WILL HOLD OWNER. ARCHITECT AND/OR ANY OF THEIR EMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL DAMAGE AND CLAIMS WHICH MAY ARISE BY REASON OF ANY NEGLIGENCE ON PART OF CONTRACTOR. ANY OF HIS SUBCONTRACTORS AND/OR SUBCONTRACTORS. MATERIALS AND EQUIPMENT SUPPLIERS AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN PERFORMANCE OF THIS CONTRACT: AND. IN CASE ANY ACTION IS BROUGHT THEREFORE AGAINST OWNER. SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE THEREOF, AND UPON ANY OF THEIR EMPLOYEES OR AGENTS RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTS THEREOF TO CONTRACTOR.

B.-PAINTING

1.- PAINT ALL EXPOSED SURFACES. EXISTING AND NEW. SURFACES SHALL BE FILLED AND SANDED AS REQUIRED TO REMOVE VISIBLE BLEMISHED

2.- PROVIDE BLOCK FILLERS, PRIMERS. UNDERCOAT MATERIAL. AND FINISH COATS FOR THE SAME MANUFACTURER.

3.- DO NOT PAINT PREFINISHED ITEMS OBVIOUSLY INTENDED TO BE LEFT EXPOSED. FINISHED METAL SURFACES. LABELS, OPERATING PART, ETC.

4.- ALL SURFACES TO BE PAINTED WITH 2 COATS OVER PRIMER.. COMPLY WITH PAINT MANUFACTURER WRITTEN INSTRUCTION AT ALL TIMES

5.- COLOR AND FINISH TO BE SELECTED BY THE ARCHITECT

C.- DOORS AND HARDWARE

1.- PROVIDE ALL HARDWARE NECESSARY FOR A COMPLETE INSTALLATION

2.- DOORKNOBS SHALL BE UNIFORMLY INSTALLS AT 40' FROM THE BOTTOM OF THE DOOR

3.- ALIGN AND FIT DOORS IN FRAME WITH UNIFORM CLEARANCES

4.- REPAIR. REFINISH OR REPLACE FINISHED DOOR DAMAGE DURING INSTALLATION

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1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, 'STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS'. LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL. WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER. THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4' (100mm) FOR 4,24' (100mm-600mm): 6' (150mm) FOR 30,60" (750mm-1500rnm).

5. INITIAL BACKFILL. SUITABLE MATERIAL SHALL BE CLASS 1,110R III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6' ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321. LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12' FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H. IS 12' UP TO 48' DIAMETER PIPE AND 24' OF COVER FOR 60' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL.

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ZONED. C PLOT NO 36

DWG 103 2 STY. MASONRY BUILDING NOT PART OF THIS PROJECT

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ZONED: C SEE DRAWING NO. 103

0.1146 ACRES MORE OR LESS PLOT NO. 37 b

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ENCLOSURE

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PAVED PUBLIC ROADWAY '

SITE PLAN SCALE: 1"= 10'-0"

OVERHEAD WIRES MORE OR LESS

PROJECT SITE

CHRISTIANSTED

CO.:TANER PORT

SAINT CROIX LOCATION MAP SCALE: N.T.S.

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IRON SURVEY MARKER (SET)

IRON PIN FOUND

MAGNETIC NAIL FOUND

CALCULATED POINT

UTILITY POLE

OVERHEAD WIRES

SUBJECT PLOT PROP. LINE

OTHER PROPERTY LINE

ONE FOOT CONTOUR INTERVAL

FIVE FOOT CONTOUR INTERVAL

WOOD BARRICADE LOCATION

LEGEND

SITE WORK

1. ELECTRICAL POWER, TELEPHONE, WATER AND SEWER SHALL BE RUN UNDERGROUND. THE CONTRACTOR SHALL COORDINATE TIE-INS AND SERVICE WITH THE UTILITY COMPANIES.

2. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND LEAVE THE SITE UNIFORMLY GRADED. INCLUDING ALL AREAS UNDER BUILDING.

3. BASE FOR EXTERIOR PAVED SURFACES SHALL BE: FOR PAVING. A MINIMUM OF 6' CRUSHED STONE UNIFORMLY GRADED AND COMPACTED. FOR PAVERS. 6' WELL-COMPACTED SANDBED. AND FOR TILE, BROOM FINISHED CONCRETE SLAB. EXTERIOR PAVEMENT SHALL SLOPE UNIFORMLY AT 1/8' PER FOOT AWAY FROM DOORS OR AS NOTED IN PLANS.

4. SITE SHALL BE TREATED FOR TERMITE CONTROL AFTER CLEANING OF SITE AND EXCAVATION FOR FOUNDATIONS AND PRIOR TO POURING OF FOOTINGS. PREPARE SURFACES AND APLLY TREATMENT AT RATES AND CONCENTRATIONS RECOMMENDED IN MANUFACTURER'S WRITTEN INSTRUCTIONS. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION.

5. POST SIGNS IN AREAS OF APPLICATION WARNING WORKERS THAT SOIL TERMITICIDE TREATMENT HAS BEEN APPLIED. REMOVE SIGNS WHEN AREA ARE COVERED BY OTHER CONSTRUCTION.

6. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES BEFORE SITE CLEARING.

7. PROTECT REMAINING SITE IMPROVEMENTS FROM DAMAGE. RESTORE DAMAGED WORK TO EXISTING CONDITION BEFORE STARTING SITE CLEARING.

8. STRIP TOPSOIL. STOCKPILE TOPSOIL THAT WILL BE REUSED IN THE WORK REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, SITE IMPROVEMENTS. OR OBSTRUCTIONS TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVAL INCLUDES DIGGING OUT AND OFF-SITE DISPOSAL OF STUMPS AND ROOTS.

9. IN AREAS NOT TO BE FURTHER EXCAVATED, FILL DEPRESSION RESULTING FORM SITE CLEARING. PLACE AND COMPACT SATISFACTORY SOIL MATERIALS IN 6-INCH THICK LAYERS TO DENSITY OF SURROUNDING ORIGINAL GROUND.

10. CONTRACTOR TO PROVIDE ALL REQUISITE SIGNAGE AND CAUTIONARY TAPES TO ALERT THE PUBLIC OF CONSTRUCTION SITE.

11. CONTRACTOR TO SECURE PRIOR TO COMMENCING WORK ALL REQUISITE LOCAL PERMITS FOR ERECTION OF BARRICADES. BARRICADE THAT ARE TO BE ERECTED IN ROAD/PUBLIC RIGHT MUST BE SECURED PRIOR TO ERECTION FROM THE DEPARTMENT OF PUBLIC SAFETY.

12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL BY ARCHITECT/ ENGINEER FOR APPROVAL PRIOR TO ERECTION FOR ALL BARRICADES TO BE INSTALLED ON SITE. ALL BARRICADES WILL REMAIN DURING ALL PHASES OF CONSTRUCTION.

13. CONTRACTOR IS RESPONSIBLE TO CLEAN SITE AT THE END OF EVERY CONSTRUCTION DAY. CONTRACTOR TO REMOVE IMMEDIATELY ANY DEBRIS THAT ESCAPE THE SITE BARRICADE BOUNDARIES TO ENSURE PUBLIC SAFETY AT ALL TIMES.

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SAINT CROIX U.S.V.I. 00821

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KEY NOTES ITEM II DESCRIPTION

.1 NEW WALL. REF WALL SCHEDULE.

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EXISTING COLUMNS TO REMAIN. IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THE EXISTING REMAINING STRUCTURE INTACT AND IN SAFE CONDITION.

3 EXISTING CONCRETE RETAINER WALL TO REMAIN.

4 ROLL-UP DOOR HIGH VELOCITY HURRICANE ZONE. G.0 SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT REVIEW AND APPROVAL . REFER TO SCHEDULE.

5 ACCESS DOOR. REFER DOOR SCHEDULE.

6 NEW CONCRETE SLAB MATCH & FLUSH TO EXISTING. G.C. TO VERIFY EXACT SIZE AND LOCATION ON SITE. SEE DETAIL 2/A-1 FOR TRENCH REPAIR DETAIL.

7 EXISTING SIDEWALK.

8 NEW 6' CONCRETE SLAB OVER EXISTING CONCRETE SLAB. REFER STRUCTURAL DRAWINGS.

n 9

NEW REINF. CONCRETE WALL ON TOP OF EXISTING RETAINER WALL. WALL TO BE INSTALLED FLUSH WITH INTERIOR FACE OF EXISTING WALL. REFER STRUCTURAL DRAWINGS

10 ROOF OVERHANG ABOVE

11 PORTION OF EXISTING SLAB TO BE REMOVED AS REQUIRED TO ACCOMMODATE A NEW FOUNDATION. REF STRUCTURAL PLANS.

12 WERE TRANSITION BETWEEN OLD AND NEW OCCUR BLEND NEW W/ EXISTING FINISH SO TRANSITION IS NOT NOTICEABLE.

13 EXISTING ACCESS GATE TO REMAIN.

14 EXISTING ELECTRIC PANEL

15 LOUVERS WITH OPERABLE BLADES. REF. WINDOW SCHEDULE.

16 REMOVE CONCRETE. ASPHALT AS REQUIRED TO ROUTE NEW UTILITY PIPING FROM EXISTING BUILDING. RESTORE ASPHALT & CONCRETE PAVING AFTER INSTALLATION OF UNDERGROUND PIPING.

NEW CONCRETE SLAB MIN 4' W/ 6x6 W1.4XW1.4 WWF OVER MIL VAPOR BARRIER OVER 95% COMP. FILL TREATED FOR TERMITES.

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W/6' GROUTED INTO EXISTING

VAPOR

EMBED MIN.aIBED BARRIER

IN H.S. IN H.S. EMBEDMENT @ 24' O.C.

EPDXY EPDXY

NOTE WHERE TRENCHING AND SLAB REPLACEMENT OCCURS, G.0 SHALL APPLY SOIL TREATMENT AS REQUIRED BY CODE

TRENCH DETAIL SCALE: N.T.S.

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30'X30' WALL MOUNTED ALUMINUM SHUTTER EXHAUST FAN. G.C. SHALL VERIFY AND COORDINATE MASONRY OPENING WITH MANUFACTURER/ SUPPLIER PRIOR TO CONSTRUCTION. REFER ELECTRICAL

GENERATOR/ ELECTRICAL ROOM

TAMP

(TYP)

FLOOR PLAN SCALE: 1/4"= 1'-0"

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GENERAL NOTES

1. IF CONTRACTOR/SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR/SUBCONTRACTOR RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH FOUR COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL PRIOR TO PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR/SUBCONTRACTOR IS RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM BUILDING AUTHORITIES FOR THE PROPOSED CHANGES. PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR/SUBCONTRACTOR ARE ALSO RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK.

2. CONTRACTOR/SUBCONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS PRIOR TO SUBMITTING BIDS. VERIFY ALL DIMENSIONS AND NOTES BEFORE PROCEEDING WITH WORK.

3. CONTRACTOR/SUBCONTRACTOR TO VERIFY ALL EXISTING ELECTRICAL SERVICE AND NOTIFY IF CHANGE IN SERVICE IS NEEDED.

4. CONTRACTOR/SUBCONTRACTOR SHALL INFORM ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK.

5. PLANS SHOW APPROXIMATE LAYOUT OF EXISTING BUILDING AND ARE NOT INTENDED TO REPRESENT 'AS BUILT" CONDITIONS. VISIT SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITIONS WHEN BIDDING THE WORK.

6. IT IS THE CONTRACTORS RESPONSIBILITY INVESTIGATE THOROUGHLY TO DETERMINATE EXTENT & TYPE OF SHORING NECESSARY TO SUPPORT STRUCTURE.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY SHORING. BRACING AND SUPPORT TO PREVENT MOVEMENT. SETTLEMENT. OR COLLAPSE OF STRUCTURE OR ELEMENT SHOWN.

8. PROTECT FROM DAMAGE ALL CONSTRUCTION AND EXISTING FINISH WORK TO REMAIN

WALL TYPES

I.

070, TO MATCH EXISTING 8' REINF. CONCRETE WALL WITH STUCCO FINISH

NEW 8' REINF. CONCRETE WALL WITH STUCCO FINISH MATCH EXISTING OVER 12' EXISTING CONCRETE WALL

I • 1

A-2 ROOF PLAN SCALE: 1/4". 1%0"

ROOF DRAIN DETAIL SCALE: 1/4"= 1.-0"

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TPO SINGLE PLAY MINIMUM 60 MIL ROOF MEMBRANE WITH A MINIMUM 15 YEARS WARRANTY OVER CONCRETE DECK OVER 22 Ga TYPE "B" GALV. STEEL DECK. REFER STRUCTURAL DRAWINGS. MAINTAIN ROOF SLOPE TO GUTTER AT VC PER FOOT MINIMUM AND lir PER FOOT MAXIMUM.

Yi SLOPE CRICKETS (TYP)

EXISTING RETAINER WALL BELOW

COORDINATE LOCATION OF RWL NOT TO INTERFERE WITH OPENING BELOW

SPLASH BOX

2' RAIN WATER LEADER AS PER DETAIL 2/A-2.

PROVIDE DOWNSPOUT NOZZLE REFER DETAIL 2/A-2


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MAILERS BY MANUF.

SPECIFICATIONS

CONTINUOUS SEALANT

CONCRETE CAP

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FLASHING MEMBRANE APPLIED TO VERTICAL PARAPET IN STRICT ACCORDANCE TO MANUFACTURER'S SPECIFICATION

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TPO SINGLE PLAY ROOF MEMBRANE OVER CONCRETE DECK

NEW 8' REINFORCED WALL ON TOP OF EXISTING RETAINER WALL

2" DOWNSPOUT PIPE

SPLASH BOX ON GRADE

THREADED ADAPTER

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PROPOSED GARAGE (GENERATOR ROOM)

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T.O. CONC. BEAM

ROOF OVERHANG

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6" SLOPE CONCRETE RAMP

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EXISTING CONCRETE COLUMN TO REMAIN

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0 WEST ELEVATION SCALE: 3/16". 1.-0"

70 EL: +27-0C'

BEAM

- STUCCO BAND. SEE DETAIL 41A-3

PAINTED SMOOTH STUCCO FINISH MATCH EXISTING. BLEND NEW W/ EXISTING FINISH SO TRANSITION IS NOT NOTICEABLE.

30'X30' WALL MOUNTED ALUMINUM SHUTTER EXHAUST FAN. REF. ELECT.

4) EL: +18, B.O. CONC. BEAM @ GARAGE DOOR

DASHED L NE DENOTE EXISTING CONCRETE RETAINER WALL AND COLUMNS TO REMAIN (TYP.) BLEND NEW W/ EXISTING FINISH SO TRANSITION IS NOT NOTICEABLE.

4.

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EXISTING CONCRETE RETAINER WALL EXISTING FENCE TO REMAIN

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EXISTING ACCESS GATE TO REMAIN

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EAST ELEVATION SCALE: 3A6...1.-0"

NOTE. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL CONSTRUCTION AND EXISTING FINISH WORK TO REMAIN

MOLDING PROFILE SCALE: N.T.S.

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3/4" SMOOTH STUCCO FINISH (TYP)

4' STUCCO BAND. SEE DETAIL 4/A-3

EXISTING CONCRETE COLUMN

NEW 8' REINF CONCRETE WALL. INSTALLED FLUSH WITH INTERIOR FACE OF EXISTING WALL

BLEND NEW W/ EXISTING FINISH SO TRANSITION IS NOT NOTICEABLE.

EXISTING CONCRETE RETAINER WALL

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GALVANIZED METAL PARAPET CAP (PAINTED)

4!REF. DETAIL 3/A-2

, EL: +22,6' T.O. CONC. BEAM

CONCRETE BEAM

STEEL JOIST @ REFER STRUCT. OWGS.

FLASHING. FLASHING MEMBRANES, CANT STRIP AND FRT. BLOCKING AS REQUIRED PER MANUFACTURERS SPECIFICATIONS TO PROPER FINISH AND WATERPROOFING

TPO SINGLE PLAY ROOF MEMBRANE

CONCRETE DECK OVER 22 Ga TYPE 'Er GALV. STEEL DECK. REFER STRUCTURAL DRAWINGS.

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NEW 8' REINF.

NEW CONT. CONCRETE FOOTING. REF. STRUCT.

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PARAPET BEYOND

HORIZONTAL TRACK BRACING


CONCRETE DECK OVER 22 GA TYPE '13' GALV. STEEL DECK. REFER STRUCTURAL DRAWINGS.

4) EL. +22,6' T.O. CONC. BEAM

HORIZONTAL TRACK

• 3/4' SMOOTH STUCCO FINISH (TYP)

CONCRETE WALL INSTALLED FLUSH WITH INTERIOR FACE OF EXISTING WALL

STEEL JOIST ROLL - UP DOOR. REFER STRUCT. DWGS.

CONCRETE BEAM. REFER STRUCT. DRAWINGS

ci!!)EL: +18,6' 8.0. CONC. BEAM

4' STUCCO BAND. SEE DETAIL 4/A-3

NEW 8' REINFORCED CONCRETE WALL INSTALLED FLUSH WITH INTERIOR FACE OF EXISTING WALL. REF STRUCT.

EXISTING CONCRETE COLUMN (TYP)

ROLL - UP DOOR.REFER DOOR SCHEDULE

EXISTING FENCE TO REMAIN EXISTING CONCRETE RETAINER WALL

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BLEND NEW W/ EXISTING FINISH SO TRANSITION IS NOT NOTICEABLE.

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GALVANIZED METAL PARAPET CAP (PAINTED) REF DETAIL 3/A-2 r CONCRETE BEAM

TPO MEMBRANE ADHERED TO WALL WITH APPROVED MEMBRANE ADHESIVE

CONCRETE DECK OVER 22 GA TYPE 'S' GALV. STEEL DECK. REFER STRUCTURAL DRAWINGS.

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BUILDING SECTION SCALE: 1/4"" 1,0"

TPO MEMBRANE ADHERED TO WALL WITH APPROVED MEMBRANE ADHESIVE

FLASHING, FLASHING MEMBRANES, CANT STRIP AND FRT. BLOCKING AS REQUIRED PER MANUFACTURERS

GALVANIZED SPECIFICATIONS TO PROPER FINISH AND METAL PARAPET CAP WATERPROOFING (PAINTED) 30"X30" WALL MOUNTED ALUMINUM REF DETAIL 3/A-2 I SHUTTER EXHAUST FAN. G.C. SHALL

VERIFY AND COORDINATE MASONRY

CONCRETE BEAM I OPENING WITH MANUFACTURER/ SUPPLIER PRIOR TO CONSTRUCTION.

EXISTING CONTINUOUS CONCRETE FOOTING

-+— CONCRETE BEAM. REFER STRUCT. DRAWINGS

er 4' STUCCO BAND. SEE DETAIL 4/A-3

• ROLL - UP DOOR.REFER DOOR SCHEDULE

•1 —NEW 8' REINF. CONCRETE WALL. REF WALL SCHEDULE. CONTINUOUS CAULK SEALANT AT INTERIOR AND EXTERIOR PERIMETER

FIXED WINDOW. REFER SCHEDULE

NEW 6' CONCRETE SLAB OVER EXISTING CONCRETE SLAB. REFER STRUCTURAL DRAWINGS.

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EXISTING FOOTING CONDITION TO BE DETERMINE ON SITE


EXISTING CONCRETE SLAB

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NOTE: CONTRACTOR SHALL PROTECT FROM DAMAGE ALL CONSTRUCTION AND EXISTING FINISH WORK TO REMAIN

— 8 MIL POLYETHYLENE VAPOR BARRIER

— CLEAN. TERMITE TREATED, WELL COMPACTED FILL

EXISTING CONCRETE SLAB TO REMAIN

EXISTING CONTINUOUS CONCRETE FOOTING

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BUILDING SECTION SCALE: 1/4, 1'4"

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TOP OF SLAB

WINDOW TYPE SCHEDULE SCALE: 114". 1.-0-

WINDOW SCHEDULE:

LOCATION TYPES H DIMENSIONS MATERIAL REMARKS

MARK QTY. TYPE ROOM NAME WINDOW TYPE WINDOW SIZE

<> 1 A GARAGE LOUVER 3,0' x 5,0" ALUMINUM IMPACT RESISTANT ALUMINUM - COMBINATION LOUVERS MODEL:ELC6375DX, MANUF. BY RUSKIN OR EQUAL PROVIDE INSECT SCREEN INSIDE @ 1 A GARAGE LOUVER 3.-0" x 5'-0- ALUMINUM

WINDOW NOTES:

1. G.C. SHALL VERIFY AND COORDINATE ALL MASONRY OPENINGS WITH THE WINDOW/ DOOR MANUFACTURERS / SUPPLIER PRIOR TO CONSTRUCTION.

2. G.C. TO SUBMIT SHOP DRAWINGS FOR PRODUCT APPROVAL.

3. ALL WINDOWS ARE TO BE FULLY CAULKED FOR WEATHER TIGHT CONDITIONS

DOOR SCHEDULE:

LOCATION TYPES + DIMENSIONS MATERIAL TYPE REMARKS

DOOR N., QTY. TYPE ROOM NAME DOOR SIZE

DOOR TYPE DOOR FRAME

FIRE RATING/LAB

HARDWARE SET CLOSURE TRESHOLD

0 1 A GARAGE 3'-0' x V-0* SWING HOLLOW METAL

HOLLOW METAL

- 1 - BY MANUF. Lr,Z.V.:5,11,V,==!,7=, ''''''''''''.

0 1 B GARAGE 14W x 18,6" (R.0) ROLL-UP STEEL STEEL - BY MANUF - BY MANUF. IVIM.CT RESISTANT. NVJUTED STEEI DOOR 1,40.1.1.XCRE wr...o........ S1.5 'JANIS Br OvERRE/D DOOR Oft ea. tr TRACK,. REM) ROOM REAR 00..,f, 711ACRI

0 1 A GARAGE 3'-0'x 8,0' SWING HOLLOW METAL

HOLLOW METAL

1 BY MANUF. wlmOT 11:,

11$1....ir Ot./1461NO ST=SERIES $40/0,

DOOR NOTES: 1. ALL EXTERIOR DOORS SHALL BE PROVIDED WITH WEATHER STRIPPING AT THE HEAD. JAMBS

AND THRESHOLD 2. ALL DOORS/WINDOWS ARE TO BE FULLY CAULKED FOR WEATHER TIGHT CONDITIONS. 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR BOTH INTERIOR

AND EXTERIOR DOORS. 4. FLOOR SURFACE ON BOTH SIDES OF A DOOR MUST HAVE NO MORE THAN 1/2' CHANGE

ON ELEVATION. 5. FOR ALL EXTERIOR DOORSIWINOWS. G.C. TO PROVIDE PRODUCT APPROVALS SUBMITTALS/

SHOP DRAWINGS FOR ARCHITECTS REVIEW . 6. G.C. SHALL VERIFY AND COORDINATE ALL MASONRY OPENINGS WITH THE DOOR MANUFACTURERS /

SUPPLIER PRIOR TO CONSTRUCTION. 7. COLOR AND FINISH OF DOORS SHALL BE SELECTED BY OWNER.

HARDWARE SET 1: 1 EXIT PANIC HARDWARE DEVICE 1 1/2 PR. BUTTS 4 1/2- X 4 112* HEAVY DUTY W / NON. REMOVABLE PINS

1 DOOR PULLS 1 SET WEATHER STRIPPING 1 RAIN HOOD AT EXTERIOR 1 ADA COMPLY THRESHOLD

DOOR TYPE SCHEDULE SCALE: 1/4, 1.-0"

SEE STRUCTURAL DRAWINGS

EXTERIOR

EXTERIOR INTERIOR

JAMB DETAIL SEAL DETAIL

FINISH AS SCHEDULED

CONTINUOUS SEALANT

HOLLOW METAL FRAME (3) MASONRY ANCHOR

PER JAMB.

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DOOR AS SCHEDULE

CONTINUOUS SEALANT

REINF. CONCRETE WALL. REFER STRUCTURAL DRAWINGS

STUCCO FINISH. REFER ELEVATIONS

DOOR JAMB DETAIL SCALE: N.T.S.

ROLL-UP DOOR GUIDE

ROLL-UP GARAGE DOOR

INTERIOR

DOOR AS SCHEDULE

ALUMINUM THRESHOLD SET ON NON-SHRINK GROUT

VINYL INSERT

CONCRETE FLOOR

DOOR SILL DETAIL SCALE: N.T.S.

ROLL-UP GARAGE DOOR

INTERIOR

BOTTOM RAIL

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CONTINUOUS SEALANT

HOLLOW METAL FRAME

DOOR AS SCHEDULE

PROVIDE WATER DRIP CAP OVER EXTERIOR EXPOSED METAL DOOR

DOOR HEAD DETAIL SCALE: N.T.S.

CONCRETE WALL

STUCCO FINISH

STUCCO CORNER BEAD CONT. (TYP. @ OUTSIDE CORNERS)

ROLL-UP GARAGE DOOR GUIDE CONT. (SEE MANUFACTURERS SPECIFICATIONS)

ROLL-UP GARAGE DOOR, REFER TO MANUFACTURER SPECS. FOR EXACT SIZE.

ROLL-UP GARAGE DOOR PANEL TO BE LOCKABLE FROM INSIDE IN DOWN POSITION

INTERIOR

OVERHEAD GARAGE DOOR HEAD DETAIL

REINF. CONCRETE WALL

SEALANT

5/8' X ' (16 x 152) HILTI KBII #00045372 THRU JAMB FRAMES, 18' (457) 0/C & 12-(305) FROM ENDS.

LOUVER REF W/ SCREEN ON REAR

EXTERIOR

ELF63750X0 LOUVER W/ SCREEN ON REAR

5/8' X 6' (16 X 152) HILTI KBII #00045372 THRU JAMB FRAMES. 18' (457) 0/C 812' (305) FROM ENDS.

SEALANT

EXTENDED SILL FLASHING

REINF. CONCRETE

WALL

H. IHVBS1

HEAD & JAMB DETAIL

INTERIOR

HIDDEN VERTICAL BLADE SUPPORT (HVBS)

2'X2'X4'X1/4"(51 X 51 X 102 X 6) STL CLIP ANGLE W/2 #12 X V (25)TEKS INTO LOUVER FRAME.

TXTX (51 X51 X 6) X CONT STEEL ANGLE W/1/4,20 X r (25) HHB @ 18' (457)01C & 6' (152)

SILL DETAILFROM ENOS.

112- X 2 am" (13 X 70) HILT! KB11 #00045366 18' (457)0/C & 12' (305) FROM ENDS

EXTERIOR

1/2* X 2 314* (13 x 70) HILTI KBII #00045366 18' (457)om a 6*(152) FROM ENDS

3'x3'x3/16' (76 x76 x5)XCONT STEEL ANGLE W/ 1/4,20 (6) X V (25) HHB @ 18' (457) 0/C & V (152) FROM ENDS. (rx 2" X 1/4' X CONT. STEEL ANGLE @ JAMBS & SILL ONLY)

2' X T X 4' X Mr (51 X51 X102 X 6) STL CLIP ANGLE W/2 #12 X r (25) TEKS INTO LOUVER FRAME.

HIDDEN VERTICAL BLADE SUPPORT (HVBS) DEPTH MAY VARY.

LOUVER DETAIL

CODES:

ALL WORK DESIGN AND CALCULATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC). 2018 EDITION. AND VIRGIN ISLANDS ZONING. BUILDING AND HOUSING LAWS AND REGULATIONS. TITLE 29 ALL ELECTRICAL WORK PERFORMED IN THIS CONTRACT SHALL COMPLY WITH THE NEC-2017

DESIGN CRITERIA:

ALL STRUCTURAL LOADS SHALL BE IN ACCORDANCE WITH IBC CHAPTER 16

1. ROOF LOADS:

LIVE LOADS 30 PSF FOR FLAT ROOF (20 PSF FOR SLOPES > 1.5 . 12)

SUPERIMPOSED DEAD LOAD..... ....15 PSF (Q ROOF / 10 PSF (@ CEILING)

2. FLOOR LOADS:

RESIDENTIAL LIVE LOAD............ ....40 PSF SUPERIMPOSED DEAD LOAD.... ....25 PSF STAIR LIVE LOAD 100 PSF CORRIDOR LIVE LOAD... 100 PSF

3. WIND LOADS:

IN ACCORDANCE WITH ASCE 7-05 (BUILDING CATEGORY 2. 155 MPH WIND SPEED; EXPOSURE C; FOR COMPONENTS AND CLADDING. EXPOSURE D FOR MAIN WIND FORCE RESISTING SYSTEMS. AND IMPORTANCE FACTOR I = 1.00

4. EARTHQUAKE LOADS. SEISMIC ZONE 4

STRUCTURAL NOTES

GENERAL NOTES

G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK.

G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT.

G-3 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FACILITIES. STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION.

G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER.

G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS.

GA ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN.

G-7 IF SPECIFIC INFORMATION IS MISSING OR IF THERE ARE ANY DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS. STRUCTURAL DETAILS, STRUCTURAL NOTES. THE PROJECT SPECIFICATIONS, OR APPLICABLE CODES THE CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR THE MORE COSTLY ITEM OF CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

G-8 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL DRAWINGS FOR SHOP DRAWINGS SHALL NOT BE PERMITTED.

G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT FOR REVIEW. NONCOMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL.

G-10 GENERAL CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. WHERE THERE ARE CONFLICTS IN INFORMATION PRESENTED IN THE DRAWINGS OR IF THE DRAWINGS ARE UNCLEAR OR INSUFFICIENT IN ANY MANNER THAT MAY INHIBIT THE CONTRACTORS UNDERSTANDING OF THE PROJECT, SUCH CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION PRIOR TO BIDDING AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR INSTRUCTIONS.

G-11 ONLY WRITTEN CHANGES APPROVED BY THE ARCHITECT AND ENGINEER SHALL BE PERMITTED.

SHALLOW FOUNDATIONS

SF-1 THE ALLOWABLE SOIL BEARING CAPACITY IS EXPECTED TO BEAT LEAST 2000 PSF.

SF-2 SOIL TO BE STRIPPED. COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS.

SF-3 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY-2'. TOLERANCE FOR IA ISLOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS.

SF-4 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED.

SF-5 WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS. PROVIDE A MINIMUM CONTINUOUS 2' X 4' KEY WAY ACROSS JOINT FOR EACH 12' OF DEPTH.

SF-6 CONTRACTOR TO NOTIFY ARCHITECT IF SOIL CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE FROM BEING OBTAINED.

SF-7 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFACE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON DRAWINGS.

SF-8 EXCAVATING UNDER OR NEAR IN-PLACE FOOTINGS/ FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED.

SF-9 REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS.

SF-10 THE OWNER SHALL PROVIDE THE CONTRACTOR A COPY OF THE GEOTECHNICAL REPORT FOR THE SITE PRIOR TO CONSTRUCTION, NO CONSTRUCTION MAY BEGIN UNTIL A SOILS REPORT FOR THE SITE IS OBTAINED FROM THE OWNER OR A NEW GEOTECHNICAL REPORT IS PERFORMED FOR THE SITE. A COPY OF THE ORIGINAL GEOTECHNICAL REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.

SF-11 STEPS IN WALL FOOTING SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (21 HORIZONTAL.

SF-12 CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGING THE EXISTING STRUCTURE.

SF-13 ALL BACKFILL COMPACTION WORK ADJACENT TO RETAINING WALLS. FOUNDATION WALLS ETC. SHALL USE LIGHT DUTY HAND

OPERATED TAMPERS WITHIN 3,0' DISTANCE FROM THE WALL.

SF-14 AT EXTERIOR CMU FOUNDATION WALLS. WHEN THE HEIGHT BETWEEN TOP OF SLAB AND FINISH GRADE IS GREATER THAN 3,0' FOR A LENGTH OF 6,0' OR MORE. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OF WALL UNTIL 14 DAYS MINIMUM AFTER SLAB IS INSTALLED.

REINFORCED CONCRETE

RC-1 ALL CONCRETE DESIGN PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,' ACI 318-05.

RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 150) 3000 PSI. TYP COMPRESSIVE STRENGTH AT 28 DAYS (U.O.N.). 4000 PSI. AT COLUMNS AND BEAMS

SLUMP FOOTINGS 4' +/- 1' COLUMNS 4' +/- 1' SLABS 4' +/- 1' TIE BMS & TIE COL'S 4' .4-1' WATER. POTABLE CHLORIDE: NONE

RC-3 PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C33.

RC-4 FLYASH WHEN USED. SHALL BE LIMITED TO 20% OF THE CEMENTITIOUS MATERIAL.

RC-5 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4' I.D.

RC-6 A 2' I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE.

RC-7 CHAMFER ALL EDGES OF EXPOSED CONCRETE UNLESS NOTED OTHERWISE.

RC-8 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-95 AND ACI DETAILING MANUAL, ACI 315 1988 EDITION.

RC-9 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO ASTM A615, GRADE 60, WITH MINIMUM YIELD STRENGTH = 60.000PSI. WHERE WELDING REQUIRED ASTM A706, GRADE 60

RC-10 ALL SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC AS SHOWN IN THE DRAWINGS.

RC-11 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.

RC-12 LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MID SPAN UNLESS OTHERWISE SPECIFIED. MIN. LENGTH OF LAPPED SPLICES SHALL BE AS FOLLOWS UNLESS NOTED. STAGGER SPLICES SO THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME LOCATION UNLESS SHOWN OTHERWISE. WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT THE SIDES AND ONE FULL MESH PLUS 2' AT THE ENDS. MAKE ALL BARS CONTINUOUS AROUND CORNERS OF PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING.

BAR SIZE: SPLICE SIZE: 43 I6' 44 22' 45 27' 46 35'

RC-13 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE.

RC-14 PROVIDE THE FOLLOWING CONCRETE COVERAGE'S OVER REINFORCING, B.O. FOOTINGS & UNFORMED EDGES- 3' CLR. BEAMS &COLUMNS (TIES)-1 1/2' CLR. SLABS (TOP & BOT.-STEEL) CONC. WALLS- AS NOTED (1 1/2' CLR. MIN.)

INTERIOR- 3/4' CLR. EXTERIOR- 1 1/2' CLR.

RC-15 SHOP DRAWINGS FOR PLACEMENT SHALL BE SUBMITTED FOR REVIEW PRIOR TO REBAR FABRICATION.

RC-16 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE.

RC-17 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS. EMBEDS OR OTHER ITEMS.

RC-18 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING.

RC-19 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY (U.O.N.) AS HORIZONTAL STEEL REFER TO TYPICAL DETAIL.

RC-20 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT

RC-21 WEDGE BOLTS SHALL BE 11W RAMSET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. X" DIAMETER WEDGE BOLTS SHALL BE OF LENGTH REQUIRED TO PROVIDE 3)5' MIN. EMBEDMENT, 2.0 KIPS TENSION AND 4.1 KIPS SHEAR WORKING LOADS IN 3000PSI CONCRETE (U.O.N.) DO NOT CUT EXISTING REINFORCING TO INSTALL.

RC-22 DOWEL BAR SPLICERS SHALL BE A COMPLETE ASSEMBLY. INCLUDING COUPLER. FROM ATTACHMENT (WHEN REQUIRED) AND THREADED BAR CAPABLE OF DEVELOPING THE BAR BEING SPLICED IN ACCORDANCE WITH ACI 318 SECTION 12.14.3.

RC-23 HEADED STUD ANCHORS SHALL BE ASTM A 108. GRADES, 1010 THROUGH 1020 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AWS DI.1 'STRUCTURAL WELDING CODE'

RC-24 ADHESIVE ANCHORS SHALL BE ITW RAMSET/REDHEAD EPCON CERAMIC 6 EPDXY ANCHORING SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. A SCREEN TUBE MUST BE UTILIZED FOR INSTALLATION IN HOLLOW BLOCK AND BRICK MASONRY DO NOT CUT EXISTING REINFORCING TO INSTALL.

RC-25 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 6,0' FOR #57 AGGREGATE AND 8,0' FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT.

RC-26 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318. SECTION 6.3.

RC-27 SLABS AND GRADE BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS.

RC-28 PROVIDE (2)85 BARS WITH 2,0' PROJECTION ON ALL SIDES OF ALL OPENINGS OR RE-ENTRANT CORNERS IN CONCRETE

MASONRY

M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' (ACL/ASCE 5301AND 'SPECIFICATIONS FOR MASONRY STRUCTURES' (ACl/ASCE 530.1) EXCEPT AS AMENDED BELOW.

M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JOBSITE.

M-3 USE TYPE'S' MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 1800PSI. IN ACCORDANCE WITH ASTM C270

54-4 MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900PSI ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (FM) OF 1500PSI., LAID IN RUNNING BOND.

M-5 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST. SCALE AND OIL AND CONFORM TO ASTM A615, GRADE 60. WITH MINIMUN YIELD STRENGTH=60,000 PSI. WHERE WELDING REQUIRED ASTM A706. GRADE 60. PROVIDE THE FOLLOWING LAP SPLICES FOR REINFORCING.

BAR SIZE: SPLICE SIZE: 44 24' 45 30'

46 36'

M-6 CMU CELLS INDICATED IN PLAN OR NOTES AS FILLED CELLS SHALL BE GROUTED SOLID WITH 3000 PSI CONCRETE GROUT (8' TO 10' SLUMP).

M-7 PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION. PROVIDE FILLED CELLS W/(1) #5 VERTICAL AT 4,0' O.C. AT INTERIOR WALL.

M.6 A MINIMUM OF (3) FILLED CELLS SHALL BE LOCATED AT CONCENTRATED LOADS ON TYPICAL WALLS.

M-9 PROVIDE (3) FILLED CELLS AT ALL CORNERS AND ENDS OF WALLS.

M-10 EXPANSION BOLTS SHALL BE 'HILT! KWIK BOLT II' OR APPROVED EQUAL. MINIMUM EMBED SHALL BE 5' FOR

DIA.. 3./6— FOR y, • DIA. AND 2)S" FOR X," DIA.

M-11 CHEMICAL ANCHORS SHALL BE 'HILT! C-100' OR APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE 5 FOR Ya" DIA., 4)/,' FORM= DIA., 3.4' FOR Y.' DIA.

M-12 THREADED ANCHORS SHALL BE ASTM A36 OR A307 QUALITY. ALL CMU CELLS TO RECEIVE ANCHORS SHALL BE GROUTED SOLD. NOTIFY ENGINEER PRIOR TO SUBSTITUTION OF ANY BOLTS INDICATED IN THE DRAWINGS.

STRUCTURAL STEEL

S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'MANUAL OF STRUCTURAL CONSTRUCTION' AND THE AISC 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,' LATEST EDITION

S-2 STEEL DESIGNATIONS:

WIDE FLANGES - ASTM A992 FY=50K.S.I ALL OTHER HOT-ROLLED SHAPES AND PLATES - ASTM A36 FY=36K.S.I PIPE COLUMNS - ASTM A53, GRADE B FY=35K.S.I STRUCTURAL TUBING - ASTM A500. GRADE B FY-46K.S.I

S-3 LL HIGH-STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.'

S-4 UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE 3/4' DIAMETER A-325 AND SHALL BE BEARING TYPE CONNECTIONS. IF A CERTAIN SITUATION IS NOT DETAILED USE A SIMILAR DETAIL CONNECTIONS SHALL GENERALLY FOLLOW THE TYPES SHOWN IN AISC MANUAL OF STEEL CONSTRUCTION.

5-5 USE MIN. 3/4' A-325F BOLTS WITH CLASS A CONTACT SURFACE FOR SLIP CRITICAL CONNECTIONS AS DESIGNATED ON PLANS BY A-325 S.C.

5-6 ALL BOLTS CAST IN CONCRETE SHALL CONFORM TO ASTM A-36 OR A-307.

S-7 ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS DLI 'STRUCTURAL WELDING CODE' LATEST EDITION.

5-8 ALL WELDS ARE TO CONFORM TO AISC STANDARDS AND LOAD TABLES. USE E70XX ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE GRIND SMOOTH ALL EXPOSED WELDS.

S-10 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 72 HOURS. USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF CONCRETE.

S-11 WELDED CONNECTIONS SHALL DEVELOP THE FULL SHEAR AND/OR MOMENT CAPACITY OF THE MEMBERS CONNECTED. AS PER AISC

S-12 ALL BOLTED STEEL CONNECTIONS ARE TO BE STANDARD AISC BOLTED CONNECTIONS AS PER THE AISC MANUAL AND SHALL BE CAPABLE OF SUPPORTING MAXIMUM ALLOWABLE UNIFORM BEAM LOADS, AS DETERMINED FROM THE TABLES OF UNIFORM LOAD CONSTANTS OF THE MSC MANUAL. ALL BOLTS SHALL BE STRENGTH ASTM A325.

S-9 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. CLEARLY SHOW ALL PIECE MARKS. CONNECTIONS AND ERECTION DRAWINGS. ANY SPLICES NOT SHOWN ON CONTRACT DRAWINGS ARE TO BE CLEARLY NOTED FOR APPROVAL.

COLD FORMED STEEL

MS-1 ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, GAUGE AND SPACING AS SHOWN ON THE DRAWINGS OR TABLES.

MS-2 ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STRUCTURAL STEEL MEMBERS. LATEST EDITION.

MS-3 ALL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A-446 WITH A MINIMUM YIELD STRENGTH OF 40 KSI FOR SJ AND CJ STYLE STUDS AND 33 KSI FOR CR RUNNERS. (U.S.G. OR EQUIVALENT).

A4S4 FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS OF SUFFICIENT, NUMBER AND SPACING TO DEVELOP THE FULL DESIGN CAPACITY OF THE CONNECTED MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED.

MS-5 PROVIDE HORIZONTAL STRAP BRIDGING 11"X20 GAUGE AT 48' O.C.. SUPPLEMENTED BY SOLID BRIDGING AT 8,0' O.C. MINIMUM AND AS RECOMMENDED BY THE MANUFACTURER.

MS-6 SUBMIT PRE-ENGINEERED METAL STUD TRUSSES DRAWINGS & CALCULATIONS SIGNED AND SEALED BY AN REGISTERED ENGINEERED.

MS-7 PRE-ENGINEERED METAL TRUSSES TOP AND BOTTOM CHORDS SHALL BE 18 GAUGE MIN.

FIELD VERIFY CONDITIONS

FV-1 CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECTS ATTENTION AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR INSTRUCTIONS.

FV-2 GENERAL CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ENGINEER. OTHERWISE THEY WILL BE REJECTED.

FV-3 IF THERE ARE ANY DISCREPANCIES THE STRICTER SHALL GOVERN.

SHORING

CONTRACTOR SHALL RETAIN SPECIALTY ENGINEER TO DESIGN ROOF SHORING THRU OUT THE ENTIRE BUILDING AS NEEDED. MUST SUBMIT SHORING PLAN FOR APPROVAL.

DEFINITIONS OF ABBREVIATIONS A.B. ANCHOR BOLT CONC. ABV. ABOVE CONN. ACI AMERICAN CONCRETE INSTITUTE CONT. ARCH. ARCHED OR ARCHITECT CVR. ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS DIA. BLW. BELOW DTL. BM BEAM DWG. B.O. BOTTOM OF EA. BOT. BOTTOM E.J. BRG. BEARING EL. C.J. CONTROL JOINT EMBED CLR. CLEAR EXP. CMU CONCRETE MASONRY UNIT FF COL. COLUMN FFE.

CONCRETE CONNECTION CONTINUOUS COVER DIAMETER DETAIL DRAWING EACH EXPANSION JOINT ELEVATION EMBEDMENT EXPOSURE OR EXPANSION FINISHED FLOOR FINISHED FLOOR ELEVATION

FG FINISHED GRADE fm MASONRY COMPRESSIVE STRENGTH FND. FOUNDATION FRM FRAMING FTG. FOOTING GA GAUGE G.C. GENERAL CONTRACTOR H.C.A. HEADED CONCRETE ANCHOR HORIZ. HORIZONTAL H.S. HEADED STUD IN INCH(ES) INT. INTERIOR J.B. JOIST BEARING J.G. JOIST GIRDER

JST. JOIST JT. JOINT L ANGLE MAX. MAXIMUM M/C MOISTURE CONTENT M.C.J. MASONRY CONTROL JOINT MFR. MANUFACTURER MIN, MINIMUM MISC. MISCELLANEOUS MPH MILES PER HOUR MTL METAL NO. NUMBER NS.&FS. NEAR SIDE AND FAR SIDE N.T.S. NOT TO SCALE 0.0. ON CENTER

OHGD OVERHEAD GARAGE DOOR OPG. OPENING OSB ORIENTED STRAND BOARD P.D.F. POWER DRIVEN FASTENERS P.E.W.T. PRE—ENGINEERED METAL TRUSSES P.E.W.T. PRE—ENGINEERED WOOD TRUSSES PL PLATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P. T. PRESSURE TREATED QTY. QUANTITY REINF. REINFORCEMENT REVD REQUIRED RMD ROOF METAL DECK SPF SPRUCE PINE FIR

STL. STEEL STRUCT. STRUCTURAL SUBST. SUBSTITUTE SYP SOUTHERN YELLOW PINE T.AB. TOP AND BOTTOM T.O. TOP OF TOF TOP OF FOOTING TOS TOP OF SLAB TS TUBE STEEL TIP, TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL W/ WITH W/C WATER CEMENT IMF WELDED HIRE FABRIC

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STRUCTURAL NOTES

1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I. AT 28 DAYS. MAXIMUM SLUMP SHALL BE 4 INCHES, AND MAXIMUM WATER- CEMENT RADIO SHALL BE 0.55.

2. ONE SET OF 4 (FOUR) CYLINDERS SHALL BE TAKEN AS A MINIMUM AT EVERY POUR

3. REINFORCEMENT STEEL SHALL CONFORM WITH ASTM A•615 GRADE 60.

4. STRUCTURAL STEEL SHALL CONFORM WITH ASTM A•36.

5. EPDXY FOR REINFORCEMENT EMBEDMENT SHALL BE AS MANUFACTURED BY HILTY AND INSTALLED IN STRICT ACCORDANCE TO THEIR RECOMMENDATION.

6. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFY BEFORE CONSTRUCTION BEGINS. IF ANY DISCREPANCIES ARE FOUND. THE CONTRACTOR SHALL NOTIFY ARCHITECTIENGINEER IMMEDIATELY ,

7. FOUNDATION HAS BEEN DESIGNED BASED ON ALLOWABLE BEARING PRESSURE = 2000 PSF.

9. DESIGN LOADING. INTERNATIONAL BUILDING CODE 2015. FLOOR LOAD.....40 PSF.

10. TOP OF SLAB ELEVATION • 0,0' = NGVD TYP. UNLESS OTHERWISE NOTED. 0,0' ELEV. DENOTES MIN. ELEV REQ.

11. COORDINATE ALL SLAB DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL DRAWINGS.

12. GENERAL CONTRACTOR MUST VERIFY AND COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

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AREAS OF THE BUILDING WHERE CONCRETE SLAB IS REMOVED SHALL RECEIVE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES PRIOR TO NEW CONCRETE BEING POUR. TREATMENT IS IN ACCORDANCE WITH ALL APPLICABLE RULES AND LAWS.

SOIL TREATMENT

AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND & ROCK WITH A MIN. BEARING CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR TO POURING NEW FOUNDATION . ARCHITECT OR ENGINEER MUST INSPECT EXCAVATION TO CONFIRM THE SOIL AND BEARING VALUE ARE SIMILAR TO THE ASSUMED DESIGN IT IS BASED ON

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ELECTRICAL LOAD CALCULATION

GENERAL LIGHTING 3WP SF • 1.050 3.150

RECEPTACLES I WP S.F 1.050

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EMERGENCY LIGHTS 800

GARAGE DOOR OPENER 5.000 CC, = 13,500 - 38A ,__.

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SMALL APPLIANCES 1.500

EXHAUST FAN 800

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-NEW ELECTRICAL PANEL

IECC LIGHTING FIXTURE SCHEDULE

A MINNIUM OF 75Y.' OF THE LIGHT BULB IN PERMANENTLY INSTALLED FIXTURES MUST BY HIGH EFFICACY AS DEFINED BY THE 1ECC

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I ELECTRICAL CONTRACTOR SHALL BE FULLY COGNIZANT OF THE LATEST EDITION OF THE NEPA 70 ;NEC). NVPA 101. INFPA72 AND ALL LOCAL CODES. ORDINANCES OF THE AUTHORITIES HAVING JURISDICTION AND PERFORM ALL WORK IN ACCORDANCE WITH THE INTENT AND REQUIREMENTS OF THESE CODES. ORDINANCES. AND AUTHORITIES

2 DO NOT SCALE DRAWINGS VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS

3 WHEREVER THE WORD 'PROVIDE' IS USED IT SHALL BE MEAN TO 'PROVIDE AND INSTALL'.

4 FINAL CONNECTIONS TO EOUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRNG DIAGRAMS. DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EOUIPMENT ACTUALLY SUPPLIED

5 IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY THE ENGINEER RESERVES THE RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN AS LONG AS IT MEETS THE CODES LISTED IN ITEM I

6 PROPOSED SUBSTITUTIONS OF ELECTRICAL EQUIPMENT OR REOUEST FOR "OR EQUIVALENT' OR -"APPROVED EQUIVALENT' LISTING SHALL BE SUBMITTED TO ENGINEER NOT LESS THAN TEN 1101 WORKING DAYS PRIOR TO BID

7 WORK SHALL BE PERFORMED IN A WORKMANLIKE MAI*ER TO THE SATISFACTION OF THE ENGINEER AND PROJECT MANAGER

8 ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, UL, ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE

9 PROVIDE PERMITS AND INSPECTIONS AS REQUIRED PER V.I OPNR AND VIWAPA (IF APPLICABLE)

10 GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNERS ACCEPTANCE DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER

II. PROVIDE ALL UPDATES. ALTERATIONS. RE-ROUTINGS, CHANGES AND AS-BUILT CONDITIONS TO THE ENGINEER FOR RECORD DRAWING UPDATES

12 SYSTEMS SHALL BE TESTED FOR PROPER OPERATION IF TESTS SHOW THAT WORK IS DEFECTIVE. CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER

13 THE CONTRACTOR SHALL COORDINATE WITH WAPA ALL REOUIREMENTS FOR SCOPE OF WORK THAT INVOLVES VOLTAGES ABOVE 600V AC. INCLUDING CONDUIT . TERMINATIONS. HAND HOLE INSTALLATION. SWITCHGEAR. AND PAD MOUNT TRANSFORMERS ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK

14 SPLICES IN EXTERIOR PULLBOXES AND HAND HOLES SHALL BE MADE WATER PROOF USING 3M "SCOTCHCAST' SPLICE KIT OR APPROVED EQUIVALENT SEAL ENDS OF CONDUITS AND DUCTS WITH 'DUCT SEAL" OR APPROVED EQUIVALENT

IS CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION

16 CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIAL, EQUIPMENT OR INSTALLATION METHODS

17 VERIFY AND MARK EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES. PIPING AND RACEWAY SYSTEMS PRIOR TO TRENCHING AND INSTALLING CONDUIT COORDINATE THIS EFFORT WITH THE PROJECT MANAGER

18 INKLBOXES. CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE LEVEL, SHALL BE WEATHER PROOF TYPE WITH HINGED LOCKABLE COVERS SECURED WITH TAMPER-PROOF SCREWS.

18 DRY TYPE TRANSFORMERS SHALL BE MOUNTED ON RUBBER-IN-SHEAR ISOLATORS MANUFACTURERS SHALL BE EATON CUTLER HAMMER, GENERAL ELECTRIC. SIEMENS (ITE). ABB. OR SORREL (SQ. DI

20. PROVIDE ENGRAVED NAMEPLATES OR WEATHER RESISTANCE LABELS ON HAND HOLES INDICATING 'HIGH VOLTAGE' AND THE LINE VOLTAGE'. PROVIDE A WEATHER RESISTANT NAMEPLATE ON ALL TRANSFORMERS PER NEC ARTICLE 45011 AND SIGNAGE INDICATED IN THIS DRAWING PACKAGE PROVIDE A WEATHER RESISTANT NAMEPLATE ON ALL DISCONNECTS PER NEC ARTICLE 11022 AND THE SIGNAGE INDICATED IN THIS DRAWING PACKAGE ALL SERVICE DISCONNECTS SHALL ADHERE TO NEC ARTICLE 230.70181 AS WELL AS SIGNAGE INDICATED IN THIS DRAWING PACKAGE

26 ELECTRICAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND CONDUIT SYSTEMS WITH RACK MOUNTING STRUCTURES

27 CONDUCTORS SHOWN ON THE CONSTRUCTION DOCUMENTS MAY BE UPSIZED TO LIMIT VOLTAGE DROP ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED COMPRESSION PIN TERMNALS. SPLICES. ETC TO ACCOMMODATE MANUFACTURER MAX WIRE SIZE REQUIREMENTS

28 ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WORK FOR EQUIPMENT PADS. PILINGS. AND DUCTBANK ENVELOPES PROVIDE ALL CONCRETE. STEEL REINFORCING. ETC. AS INDICATED ON THE CONSTRUCTION DOCUMENTS

29 ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TESTING REQUIRED BY MANUFACTURER AN) COORDINATED WITH COMMISSIONING ENGINEER

30. !ANNUM CONDUCTOR SIZE FOR POWER SHALL BE .12 AWG ALL CONDUCTORS SIZED .8 AWG AND LARGER SHALL BE STRANDED COPPER

31 ALL CONDUITS EXPOSED TO WEATHER SHALL BE SUITABLE FOR USE IN WET LOCATIONS AND ARRANGED TO DRAIN

32 ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC PVC JOINTS SHALL BE SOLVENT WELDED THREADS WILL NOT BE PERMITTED ON PVC CONDUIT OR FITTINGS. EXCEPT RIGID STEEL TO PVC COUPLINGS

33 MINIMUM TRADE SIZE CONDUIT PERMITTED SHALL BE 3/ 4-MINMUM CONDUIT SIZE FOR BURIED CONDUITS SHALL BE r

34. FINAL CONNECTIONS TO EOUIPMENT SUBJECT TO VIBRATION SHALL BE MADE USNG LIOUIDTIGHT FLEXIBLE METALLIC CONDUIT AND/OR PER MANUFACTURERS RECOMMENDATION

35 LOCATION AND ROUTING OF CONDUITS IS APPROXIMATE AND DEPICTS DESIGN INTENT ONLY THE CONTRACTOR. PROJECT MANAGER AND ENGINEER IS RESPONSIBLE FOR DETERMINING FINAL CONDUIT ROUTING IN THE FIELD. THE CONTRACTOR SHALL COORDINATE THE FINAL ROUTING OF CONDUITS TO AVOID CONFLICTS WITH OTHER UTILITIES AND OBSTACLES. WHILE m'NIMIZING CHANGES IN THE DIRECTION AND OVERALL CONDUIT LENGTH OBTAIN APPROVAL OF ENGINEER PRIOR TO ANY CHANGES IN ROUTING PROVIDE HANDHOLES AS NECESSARY. TOTAL NUMBER OF BENDS SHALL BE LIMITED TO A MAXIMUM OF 380 BETWEEN PULL BOXES OR HANDHOLES MAXIMUM DISTANCE BETWEEN HANDHOLES FOR UNDERGROUND CONDUITS SHALL BE 500'.

36. CONDUCTOR COLOR COOING SHALL BE AS FOLLOWS-208Y/120V SYSTEMS 480Y/2;7V SYSTEMS DC SYSTEMS PHASE A. BLACK PHASE A BROWN POSITIVE 1o/ RED PHASE B. RED PHASE

ORANGE NEGATIVE (-1 BLACK PHASE C BLUE PHASE C YELLOW NEUTRAL' WHITE OR GRAY NEUTRAL WHITE NEUTRAL WHITE GROUND. GREEN GROUND. GREEN GROUND. GREEN EXCAVATION AND BACKFILL

37 CONDUIT TRENCH THE BOTTOM OF THE TRENCH SHOULD BE UNDISTURBED. TAMPED. OR RELATIVELY SMOOTH EARTH WHERE THE EXCAVATION IS IN ROCK, THE CONDUIT SHOULD BE LAID ON A PROTECTIVE LAYER OF CLEAN TAMPED BACKFILL DIRT OR SAND TRENCH MUST BE INSPECTED BY THE APPROPRIATE ENTITY (ENGINEER, PROJECT MANAGER. AND/OR VIWAPAI. THE FAST INSPECTION IS DONE AFTER THE INSTALLATION OF PRIMARY AND SECONDARY CONDUITS AND PPJOR TO ANY BACKFILL ADDITIONAL INSPECTIONS MAY BE REQUESTED.

38 BACKFILL ALL BACKFILL SHOULD BE FREE OF MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM BACKFILL WITHN 6 INCHES OF THE CONDUIT SHOULD BE FINE FILL MATERIAL, FREE OF ANY SOLID MATERIAL GREATER THAN 2 INCHES IN MAXIMUM DIMENSION OR WITH SHARP EDGES LIKELY TO DAMAGE THE CONDUIT SYSTEM THE BALANCE OF BACKFILL SHOULD BE FREE OF SOLID MATERIAL NOT GREATER THAN 4 INCHES IN MAXMUM DIMENSION BACKFILL MATERIAL SHOULD BE ADEQUATELY COMPACTED TO 95% IN LAYERS NOT GREATER THAN 6 INCHES (CALICHE OR EOLIIVALENT, VIWAPA RECOMMENDS THE USE OF FLOWABLE FILL (LOW STRENGTH CONCRETE RATED BETWEEN 75 PSI TO 200 PSII AS AN ALTERNATIVE BACKFILL MATERIAL

39. CONCRETE IN TRENCH THE USE OF CONCRETE OVER CONDUITS IN THE TRENCH IS OPTIONAL ONCE THE PROPER DEPTH IS MET. THE mIsImUM DEPTH TO CONDUIT SYSTEM SHALL MAINTAIN AN 18 INCH (OR 3 FOOT FOR VOLTAGES GREATER THAN 600VI DIMENSION FROM FINISH GRADE TO TOP OF CONDUIT IF THIS MEASUREMENT IS NOT POSSIBLE, THEN 3 INCHES OF CONCRETE SHALL BE INSTALLED TO TRENCH OVER THE CONDUITS FOR EACH 12 INCHES OF DEPTH NOT ACHEVED CONCRETE SHALL HAVE A MINIMUM ULTIMATE 28 DAYS COMPRESSIVE STRENGTH OF NOT LESS THAN 3.000 PSI GROUNDING AND BONDING

40 ALL EQUIPMENT AND SYSTEM SHALL MEET THE GROUNDING AND BONDING REQUIREMENTS OF NEC ARTICLE 250

41 INSULATION SHIELDING OF CABLE. CONCENTRIC NEUTRAL AND JOINTS SHALL BE EFFECTIVELY GROUNDED. CABLE SHEATHS OR SHIELDS AND CONCENTRIC NEUTRAL WHICH ARE CONNECTED TO GROUND AT THE HAND HOLE SHALL BE BONDED OR CONNECTED TO A COMMON GROUND

42. BONDING AND GROUND LEADS SHALL BE COPPER AND OF PROPER SIZE

43 ALL CABLES CONNECTED TO GROUND RODS SHOULD BE CAD-WELDED OR APPROVED DIRECT BURIAL COMPRESSION CRIMPS

44. GROUNDING ELECTRODE SYSTEM BONDED PER NEC 250 SO HIGH VOLTAGE I 600VAC) TESTING

45. LINES AND EQUIPMENT SHALL BE SUBJECTED TO STANDARD TESTS TO DETERMINE THAT THEY ARE IN ACCEPTABLE CONDITION BEFORE THE SYSTEM IS POWERED.

46 HIGH VOLTAGE CABLES SHALL BE TESTED PER MANUFACTURERS REQUIREMENTS FOR BOTH ON-REEL AND OFF-REEL APPLICATIONS, INCLUDING HIGH POTENTIAL TESTING /1(H1 POT TESTI

47. PRIOR TO ENERGIZE. THE TRANSFORMERS SHALL BE TESTED FOR INSULATION RESISTANCE AND FOR TRANSFORMER TURN RATIO THE INSULATION RESISTANCE OF A TRANSFORMER SHALL BE AT LEAST I MEGAOHM PER KILOVOLT OF INSULATION CLASS. WITH A MIN OF I MEGAOHM

48 A QUALIFIED PERSON MUST PERFORM THESE TESTS IN THE PRESENCE OF THE ENGINEER CONTRACTOR IS TO INFORM THE ENGINEER AT LEAST 2 WORKING DAYS BEFORE THE °ERRED TEST DAT

21 WIRE TERMINATION PROVISIONS FOR PANELBOARDS. CIRCUIT BREAKERS. SAFETY SWITCHES. AND ALL OTHER ELECTRICAL APPARATUS SHALL BE LISTED AS SUITABLE FOR 90 DEGREE C

22 ALL EXPOSED EXTERIOR CABLES MUST BE TERMINATED WITH PREFORMED TERMINATIONS FOR EXTERIOR USE. TERMINATIONS SHALL BE RATED AT THE NOMINAL VOLTAGE OF THE CABLE OR SHALL BE ONE STEP HIGHER THAN THE NOMINAL VOLTAGE

23 SPLICING OF CONDUCTORS SHALL BE AVOIDED IN THE EVENT THAT IT IS UNAVOIDABLE, MAINLY DUE TO LENGTH OF RUN. SPLICES SHALL BE LOCATED WHERE RACEWAY HAS A HINGED OR REMOVABLE COVER SPLICES SHALL ADHERE TO NEC ARTICLE 300.5 SPLICE LOCATIONS AND METHODS SHALL BE REVIEWED AND APPROVED BY THE ELECTRICAL ENGINEER

24 SPLICES LOCATED UNDERGROUND SHALL BE RATED FOR WET LOCATIONS AND DIRECT BURIAL NSI POLARIS DIRECT BURIAL AND SUBMERSIBLE CONNECTORS ARE PREFERRED. ALTERNATIVES MUST BE APPROVED BY ELECTRICAL ENGINEER

25 ALL PARTS. EQUIPMENT INDICATOR LIGHTS. AND METERS SHALL BE READILY ACCESSIBLE TO AUTHORIZED PERSONS BY THE PROVISION OF ADEQUATE WORKING SPACES. WORKING FACILITIES, AND CLEARANCES

COPPER GROUND ROD 3/4' X 10'-0' WITH CLAMP SET GROUND ROD AT F-0' BELOW FINISH GRADE

ELECTRICAL RISER DIAGRAM NOT TO SCALE

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