ADDENDUM NO. 1 EDUCATION BUILDING FOR GRACE … · addendum no. 1 education building for grace community church 10938 hood road south jacksonville, florida rdsa project no. d-17-04

ADDENDUM NO. 1

EDUCATION BUILDING FOR GRACE COMMUNITY CHURCH

10938 HOOD ROAD SOUTH JACKSONVILLE, FLORIDA

RDSA PROJECT NO. D-17-04

MAY 9, 2018

THIS ADDENDUM IS ISSUED FOR THE INFORMATION OF THE BIDDERS ON THE ABOVE TITLED PROJECT AND SHALL BE PART OF THE CONTRACT DOCUMENTS UNLESS SPECIFICALLY INDICATED OTHERWISE. CHANGES TO THE PROJECT MANUAL ARE ISSUED AS FULL REPLACEMENT SECTIONS WITH REVISIONS (IF ANY) IN BOLD AND DELETIONS (IF ANY) IN STRIKETHROUGH TEXT. NEW SECTIONS (IF ANY) WILL BE ISSUED IN FULL WITHOUT BOLD TEXT. ALL REVISED AND NEW SECTIONS WILL BEAR THE DATE OF THE ADDENDUM. CHANGES TO THE DRAWINGS ARE ISSUED AS FULL SIZE REPLACEMENT SHEETS WITH REVISIONS CLOUDED AND NOTED. NEW SHEETS (IF ANY) WILL BE ISSUED WITHOUT CLOUDS. ALL REVISED AND NEW SHEETS WILL BEAR THE DATE OF THE ADDENDUM. THE FOLLOWING CHANGES SHALL BE MADE TO THE PROJECT MANUAL, DRAWINGS AND OTHER PROJECT DOCUMENTS WHICH BEAR THE PROJECT TITLE ABOVE. ALL CHANGES ARE INDICATED ON THE ATTACHED SPECIFICATION SECTIONS AND DRAWINGS. ADDITIONAL DESCRIPTIONS OF THE CHANGES INCLUDED BELOW (IF ANY) ARE FOR CONVENIENCE OF THE BIDDERS AND ARE NOT PART OF THE CONTRACT DOCUMENTS. ANSWERS TO QUESTIONS FROM BIDDERS AND PRODUCT SUBSTITUTION REQUESTS ARE OFFERED FOR GENERAL INFORMATION AND ARE NOT PART OF THE CONTRACT DOCUMENTS.

CHANGES TO PROJECT MANUAL

ITEM NO. 1: SECTION 000000 TABLE OF CONTENTS A. Delete entirely and replace with attached Section 000000 Table of Contents.

ITEM NO. 2: SECTION 007300 SUPPLEMENTARY CONDITIONS

A. Insert new Section 007300 Supplementary Conditions into Project Manual. Refer to attachment.

EDUCATION BUILDING ADDENDUM NO. 1 GRACE COMMUNITY CHURCH MAY 9, 2018 RDSA PROJECT NO. D-17-04 PAGE 2 of 4

CHANGES TO DRAWINGS

ITEM NO. 1: SHEET G-2 - REMOVE DRAWING AND REPLACE WITH ATTACHED REVISED DRAWING A. Revised Drawing Index to include new dates for sheets revised as part of this Addendum.

ITEM NO. 2: SHEET A-4 - REMOVE DRAWING AND REPLACE WITH ATTACHED REVISED DRAWING

A. Added window symbols for several windows. ITEM NO. 3: SHEET A-11 - REMOVE DRAWING AND REPLACE WITH ATTACHED REVISED DRAWING

A. Added information about basis of design wall sheathing at Connecting Corridor. ITEM NO. 4: SHEET A-21 - REMOVE DRAWING AND REPLACE WITH ATTACHED REVISED DRAWING

A. Added information about basis of design window film for application to glazing in certain locations. ITEM NO. 5: SHEET A-25 - REMOVE DRAWING AND REPLACE WITH ATTACHED REVISED DRAWING

A. Revised specification for hand sink to coordinate with Plumbing.

ATTACHMENTS

SECTION 000000 TABLE OF CONTENTS, DATED MAY 9, 2018 SECTION 007300 SUPPLEMENTARY CONDITIONS, DATED MAY 9, 2018 SHEET G-2 GENERAL INFORMATION, REVISION 1, DATED MAY 9, 2018 SHEET A-4 FLOOR PLAN – EDUCATION BUILDING, REVISION 1, DATED MAY 9, 2018 SHEET A-11 WALL SECTIONS, REVISION 1, DATED MAY 9, 2018 SHEET A-21 DOOR AND WINDOW SCHEDULES, REVISION 1, DATED MAY 9, 2018 SHEET A-25 MISC DETAILS, REVISION 1, DATED MAY 9, 2018


QUESTIONS FROM BIDDERS

Q1: Specification Section 015000 – Temporary Facilities and Controls Part 1 Subsection 1.2 Use Charges – Please clarify this section of the bid documents and owners intentions. Answer: Section 015000 accurately indicates the Owner’s intent. Review in its entirety. Q2: Drawing A-1 – Site Key Note #4 – States “Playfield to be fine graded and grassed (sodded) - Refer to Landscape for extent of grassing and landscaping remainder of site.” Drawing L-7 Plant Schedule calls for sod to be Bahia. Please confirm Playfield Grass type? Answer: Bahia is correct. Playfield is for general activities and is not intended for organized sports. Q3: Drawing A-3 – Keyed Demolition Note #3 – States “Relocate electrical and systems panels and light controls - Refer to Electrical.” In the Pre-Bid we discussed the owner self-performing audio-visual and security. Please clarify the electrical “systems” scope of work. Answer: Contractor will provide complete and operational fire alarm system. Contractor will provide pathways for phone/data/security systems as indicated on the drawings. Owner will relocate any non-built in AV equipment in the auditorium. Owner will pull low voltage wire in Contractor provided pathways and Owner will provide/install low voltage terminations, wiring devices and outlets. Owner will reconnect the non-built in AV equipment and/or provide new equipment as necessary. Owner will provide systems testing for any AV system for which Owner relocated equipment. Owner may self-perform or engage others to perform phone/data/security system installation in Contractor provided pathways or otherwise. Relocation of any electrical service panel, fire alarm panel, light switches, etc. shall be by Contractor. New low voltage lighting controls shall be by Contractor. Refer to drawings. Q4: In the Pre-Bid the impact fees were discussed. Please advise. Answer: The water meters are existing to remain. We know of no required impact / connection fees for water utilities. The sanitary sewer system exists on site and will be extended. We know of no required impact / connection fees for sanitary sewer. As mentioned during the Pre-Bid Meeting, we are working with JEA to gain their acceptance of a section of offsite sewer constructed with the original building in the early 2000s. This effort is separate from the Project. Q5: Regarding Concurrency and Mobility Permitting and Fees. May we use an allowance? Answer: The church is exempt from concurrency and mobility fees. This has been confirmed with City of Jacksonville. Q6: In the Pre-Bid, Builders Rick Policy and limits were discussed. Owner was going to discuss. Please clarify. Answer: Contractor to provide Builder’s Risk Insurance. Refer to Addendum No. 1.

Q7: Are there any window treatments on this project? Answer: Window treatments will be Owner furnished / Owner installed.


Q8: Drawing A-4 – There are two exterior windows in the Age 3 Room. One window is not labeled. Please advise. Answer: The missing window symbols have been added. Refer to Addendum No. 1. Q9: Drawing A-21 – There is a window Type D listed on the window schedule. However on window elevation #3 there is not a window Type D shown, nor can I find one on the drawings. Please advise. Answer: Window Type D is located above Window Type B. Refer to 3/A-21. Q10: Drawing A-25 – Kitchen Key Note K7 calls for a 3-Compartment Elkay Sink. However this sink is not listed on the plumbing fixture schedule on P-3. Answer: Contractor to provide 3-Compartment sink (or approved equivalent) as indicated on 1/A-25. Connections for the “scullery sink” are indicated on Plumbing Fixture Schedule on Sheet P-3. Q11: Drawing A-25 – Kitchen Key Note K2 is calling for an advanced Tabco Stainless Steel Sink. This same sink is listed on Drawing P-3 as P-5 on the fixture schedule. Shown as an Elkay Sink. Please advise. Answer: Elkay model hand sink (or approved equivalent) referred to on Sheet P-3 is acceptable. This has been coordinated. Refer to Addendum No. 1. Q12: Section 072419 – Water Managed Exterior Insulation and Finish System (EIFS). Is StoTherm ci Classic System and acceptable alternate to BASF Senergy Senerflex Channeled Adhesive system indicated as the basis of design? Answer: Subject to specified requirements, StoTherm ci Classic is acceptable.

END OF ADDENDUM NO. 1

EDUCATION BUILDING ADDENDUM NO. 1 - MAY 9, 2018 GRACE COMMUNITY CHURCH RDSA PROJECT NO. D-17-04

TABLE OF CONTENTS 000000 - 1

000000 Table of Contents

DIVISION 1 – PROCUREMENT & CONTRACTING REQUIREMENTS 000101 Project Title Page 000107 Seals Page 000115 List of Drawing Sheets 000116 Invitation to Bid 002113 Instructions to Bidders ---------- AIA A701 – 1997, Instructions to Bidders 002213 Supplementary Instructions to Bidders 002513 Prebid Meetings 003119 Existing Condition Information 003132 Geotechnical Data 003143 Permit Application 004113 Bid Form 004322 Unit Prices Form 004323 Alternates Form 006000 Forms 007300 Supplementary Conditions ------------ AIA A101 – 2017, Standard Form of Agreement Between Owner and Contractor, Stipulated Sum. ------------ AIA A201 – 2017, General Conditions of the Contract for Construction.

DIVISION 1 – GENERAL REQUIREMENTS 012000 Unit Prices 012300 Alternates 012500 Substitution Procedures 012600 Contract Modification Procedures 012900 Payment Procedures 013100 Project Management and Coordination 013300 Submittal Procedures 013400 Direct Purchase Procedures 015000 Temporary Facilities and Controls 017300 Execution 017700 Closeout Procedures 017939 Project Record Documents

DIVISION 7 – THERMAL AND MOISTURE PROTECTION 072419 Water Drainage Exterior Insulation and Finish System (EIFS)

DIVISION 8 – OPENINGS 087100 Door Hardware

DIVISION 9 – FINISHES 090000 Finishes

EDUCATION BUILDING ADDENDUM NO. 1 - MAY 9, 2018 GRACE COMMUNITY CHURCH RDSA PROJECT NO. D-17-04

TABLE OF CONTENTS 000000 - 2

DIVISION 12 – FURNISHINGS 123040 Laminate Clad Casework

DIVISION 13 – SPECIAL CONSTRUCTION 133419 Metal Building Systems

END OF TABLE OF CONTENTS

EDUCATION BUILDING ADDENDUM NO. 1 - MAY 9, 2018

GRACE COMMUNITY CHURCH RDSA PROJECT NO. D-17-04

SUPPLEMENTARY CONDITIONS 007300 - 1

SECTION 007300 - SUPPLEMENTARY CONDITIONS

The following supplements modify, change, delete from, or add to the "General Conditions of the Contract for

Construction,” AIA Document A201, 2017 edition. Where an Article of the General Conditions is modified or a

Paragraph, Subparagraph, or a Clause thereof is modified or deleted by these supplements, the unaltered provisions

of that Article, Paragraph, Subparagraph, or Clause shall remain in effect.

ARTICLE 1: GENERAL PROVISIONS

1.1 BASIC DEFINITIONS

1.1.9 (Add) MISCELLANEOUS DEFINITIONS

.1 The term "product" as used herein includes materials, systems and equipment.

.2 The term "supplier" as used herein, includes a firm or organization furnishing or delivering

products directly to the jobsite, and because of such direct delivery, could be construed under the

lien laws of the State in which the work is being performed as having lien rights against the funds

due the Contractor. Suppliers of material and equipment, delivering to Contractor or Subcontractor

on an open account basis and not having lien rights on the Work, will not be considered suppliers

within the meaning of the Contract Documents.

.3 The term "complete" means "complete with connections, supports, attachments and incidental

items necessary for a finished and properly operating assembly or installation."

.4 The term "furnish" means to supply (only) to another party for their use of installation, including

cost of delivery and unloading at the jobsite.

.5 The term "install" means to distribute, uncrate, assemble, and fix into the intended final positions,

the installer to provide all miscellaneous hardware and supplies required to anchor and support

securely, clean-up, and dispose of rubbish.

.6 The term "connect" means to bring service(s) to point of installation and make final connections to

the service(s) to the installed equipment, and to provide miscellaneous auxiliary appurtenances

necessary to make operable for its intended use.

.7 The term "provide" means to furnish, install, and connect complete.

.8 The term "or equal" means an equal approved in writing by the Architect at least 10 days prior to

bid receipt, and listed in an Addendum.

1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS

1.2.4 (Add) If there should be a conflict between two or more of the Contract Documents, the following order of

interpretation shall apply:

.1 The terms and conditions as set forth in the Bidding Requirements shall have full force and effect

until such time as the Standard Form of Agreement between Owner and Contractor is executed.

.2 Where there is a conflict between the Bidding Requirements and the Contract Documents, the

Contract Documents shall govern.

.3 Where requirements specifically set forth within AIA A101-2017, Standard Form of Agreement

Between Owner and Contractor are in conflict, to the extent those requirements are also address

in AIA A201-2017, General Conditions of the Contract for Construction, the General Conditions of

the Contract for Construction shall govern.

.4 Where there is conflict between the requirements of the AIA A201-2017, General Conditions of the




Contract for Construction and the Supplementary Conditions, the requirements of the

Supplementary Conditions shall govern.

.5 Where the requirements set forth in Contract Documents are contrary to law, the legal

requirements shall govern.

.6 Where there is conflict between the Drawings and Specifications and conflict within the Drawings

or within the Specifications, the conflict, where applicable, shall be resolved by providing better

quality or greater quantity.

ARTICLE 2: OWNER

2.3 INFORMATION AND SERVICES REQUIRED OF THE OWNER

2.3.1.1 (Add) Owner shall secure and pay for necessary approvals and costs related to zoning changes,

environmental impact statements and similar requirements related to legal and lawful use of the site.

2.3.5.1 (Add) The Contractor shall confirm the location of each utility, shall relocate or dispose of each on-site utility

and shall cap each utility as required by the Work or the Specifications. The Contractor shall not be entitled

to additional compensation resulting from its failure to confirm the location of the site utilities or existing

structures prior to the opening of its bid.

ARTICLE 3: CONTRACTOR

3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR

3.2.2.1 (Add) Where there is a conflict in or between the Drawings and Specifications, the Contractor shall be

deemed to have estimated on the more expensive way of doing the Work and the larger quantity required.

Only changes or interpretations covered by Addenda or otherwise in writing from the Architect will be

permitted during construction of the Work. The Contractor shall perform no portion of the Work at any time

without Contract Documents or where required, approved Shop Drawings, Product Data or Samples for

such portion of the Work.

3.2.2.2 (Add) Prior to ordering material or performing any Work, the contractor shall verify all measurements at the

Project site. Any differences between dimensions on the Drawings and actual measurements shall be

brought to the Architect's attention for consideration before the Work proceeds. Where actual

measurements require more material and work than the Drawings indicate, such material and Work shall be

supplied at the cost of the Contractor. No extra compensation will be allowed because of difference

between actual measurements and dimensions indicated on the Drawings. The Contractor shall assume

full responsibility for accuracy of measurements obtained at the work site.

3.2.2.3 (Add) Mechanical and Electrical Drawings are diagrammatic only. Actual work involved shall be installed

from approved Shop Drawings with all measurements obtained at the Project Site by the Contractor.

3.2.2.4 (Add) Dimensions which are not indicated on the Drawings shall be obtained from the Architect or field

verified. In no case shall the Contractor assume that the Drawings are suitable to be scaled.

3.5 WARRANTY

3.5.3 (Add) For a period of one year from the date of final completion and acceptance of the Work by the Owner,

as evidenced by the date of the Substantial Completion, the Contractor warrants to the Owner all movable




windows, apparatus, machinery, mechanical and electrical equipment. For the same period, the Contractor

warrants to Owner to make good, at his own expense, any defects, shrinkages, warpages or other faults in

Work required under this Contract arising out of defective materials or workmanship, ordinary wear and tear

excepted.

3.5.4 (Add) As part of the above warranty, it is expressly understood and agreed that the Contractor warrants that

the Contractor's portion of the Work shall be waterproof and weatherproof in every respect for a period of

two (2) years from the Date of Substantial Completion.

3.5.5 (Add) In addition to all of Contractor's warranties and obligations to correct defective Work provided by law

or as set forth in any of the Contract Documents, the Contractor agrees, upon notice from Owner or

Architect, immediately to repair, restore, correct and cure, at Contractor's expense, all defects and

omissions in workmanship and materials and all failures to comply with the Contract Documents which

appear within one (1) year from the Date of Substantial Completion. Contractor shall pay for, and if

requested, correct, repair, restore and cure any damage or injury, whenever the same shall occur or

appear, resulting from any defects, omissions or failure in workmanship and materials, and indemnify, hold

harmless, and defend Owner against any and all claims, losses, costs, damages and expenses, including

attorney's fees, suffered by Owner as a result of such damage or injury, whenever such damage or injury

shall occur or appear.

3.5.6 (Add) The foregoing guarantees and warranties shall not shorten any longer warranty or liability period

provided for by law or in the plans, drawings or specifications or otherwise received from Contractor or any

subcontractor, material supplier or manufacturer of Contractor nor supersede the terms of any liability for

defective Work, but shall be in addition thereto, and shall be in addition to all manufacturer's and factory

warranties.

3.5.7 (Add) All guarantees or warranties upon any Work, labor, materials, or equipment by any subcontractor or

material supplier of Contractor shall be deemed made by Contractor to Owner. All guarantees and

warranties shall survive Owner's final acceptance of the Project. Neither the acceptance of any of the Work

by Owner, in whole or in part, nor any payment, either partial or final, by Owner to Contractor, shall

constitute a waiver by Owner of any claims against Contractor for defects in the Work, whether latent or

apparent, and no such payment or acceptance of the Work by Owner shall release or discharge Contractor

or Contractor's surety from any such claims for breach of such warranties.

3.19 (Add) NON-INTERFERENCE

3.19.1 (Add) The Contractor shall perform Work so as not to interfere with the Owner's ongoing activities and so as

not to create any hazards to the Owner's employees, congregants, guests or members of the public using

the Owner's property.

ARTICLE 7: CHANGES IN THE WORK

7.1.4 (Add) The cost of the Contractor’s overhead and profit on any Change Order shall be:

.1 For extra Work completed by the Contractor with his own labor, 10 percent (10%) shall be added

as the allowance for overhead and profit.

.2 For extra Work completed by Subcontractors of the Contractor, 10 percent (10%) shall be added

for the Subcontractor as the allowance for overhead and profit and 5 percent (5%) shall be allowed

to the Contractor for overhead and profit.




.3 For Work deleted which would have been completed by Subcontractors of the Contractor, one-half

(1/2) of the above amounts in 7.1.4.1 & 7.1.4.2 shall be credited to the Owner by the Contractor as

the allowance for unearned overhead and profit.

ARTICLE 9: PAYMENTS AND COMPLETION

9.3 APPLICATIONS FOR PAYMENT

9.3.2 (To this Subparagraph, add the following) Where circumstances indicate that the Owner's best interest is

served by off-site storage of products to be used in the Project, the Contractor shall make written request to

the Architect for approval to include such costs in his next progress payment. Pre-requisites for approval of

the Contractor's request shall include the following:

.1 Agreement of the lending institution financing the work to fund products stored off-site.

.2 Evidence of adequate insurance covering the facility and products in storage. Insurance shall

name the Owner as additionally insured.

.3 Costs incurred by the Owner to compensate Architect to review products in off-site storage, if any,

shall be reimbursed to the Owner by the Contractor.

9.3.4 (Add) When the payment is made on account of products not yet incorporated into the Project, such

products will become the property of the Owner; provided that if such property is stolen, destroyed, or

damaged before being fully incorporated into the Project, the Contractor will be required to replace property

at its own expense or via proceeds from insurance claims against insurance maintained by Contractor, if

applicable.

9.8 SUBSTANTIAL COMPLETION

9.8.1.1 (Add) Substantial Completion shall be predicated upon issuance of all required occupancy permits, if any,

by the Authority Having Jurisdiction.

9.8.6 (Add) The Contractor shall fully complete all Work under its Contract within thirty (30) days of receiving a

Certificate of Substantial Completion with attached list of items required to be completed or corrected.

Failure to do so may serve as cause for the Owner to declare the Contractor in default.

9.9 PARTIAL OCCUPANCY OR USE

9.9.4 (Add) Agreements as to the acceptance of the Work not complying with the requirements of the Contract

Documents shall be in writing.

ARTICLE 11: INSURANCE AND BONDS

11.1 CONTRACTOR'S LIABILITY INSURANCE

11.1.5 (Add) The Contractor's Insurance required by subparagraph 11.1.1 shall be written for not less than the

following, or greater if required by law:

.1 Workers' Compensation:

a. State: Statutory

b. Applicable Federal (e.g., Longshoremen's): Statutory

c. Employer's Liability: Statutory




.2 Commercial General Liability Insurance, including Contractual Liability Insurance against the

liability assumed hereinabove, and including Contractors' Protective Liability Insurance if the

Contractor sublets to another all or any portion of the Work, with the following minimum limits:

Bodily injury (including death) and property damage with a combined single limit of $5,000,000.00.

.3 Comprehensive Automobile Liability Insurance covering any auto used in connection with the

Work, with the following minimum limits: Bodily injury (including death) and property damage with

a combined single limit of $5,000,000.00.

.4 Builder’s Risk Insurance in amount sufficient to cover the total value of the Work on a replacement

cost basis. Builder’s Risk Insurance shall include the interests of the Owner, Contractor,

Subcontractors and any others working for the Contractor on behalf of the Project as insureds.

Builder’s Risk Insurance shall include the interests of the mortgagees, if any, as loss payees. The

insurance shall provide coverage for physical loss and/or damage by fire, explosion, theft,

vandalism, mischief, collapse or natural disaster. The insurance shall also provide coverage for

loss due to error, omission or deficiency in construction methods, workmanship or materials. This

coverage shall be maintained until at a minimum, the Date of Substantial Completion.

.5 Unless indicated otherwise, Contractor shall maintain the foregoing coverages for not less than

one (1) year after the Date of Substantial Completion. The foregoing policy limits may be provided

in conjunction with an umbrella policy. The Owner shall be listed as an additional insured on all

policies. The Contractor shall be responsible for payment of all deductibles, if any, on insurance

policies maintained by Contractor.

.6 The Contractor shall require all Subcontractors to provide Workers' Compensation.

Comprehensive General Liability, and Automobile Liability Insurance with the same minimum limits

specified herein.

ARTICLE 12: UNCOVERING AND CORRECTION OF WORK

12.3 ACCEPTANCE OF NONCONFORMING WORK

12.3.1 (To the end of this Subparagraph add the following) The acceptance of nonconforming Work by the Owner

shall be by written Change Order, signed by the Owner's authorized representative. No person has

authority to accept nonconforming work except pursuant to such written Change Order.

ARTICLE 15: CLAIMS AND DISPUTES

15.1.8 (Add) Contractor shall not knowingly (as defined in the Federal False Claims Act, 31 USC Section 3729)

present or cause to be presented a false or fraudulent Claim. As a condition precedent to making a Claim,

the claim shall be accompanied by an affidavit sworn to before a notary public or other person authorized to

administer oaths in the State of Florida and executed by an authorized representative of the Contractor,

which states that:

“The Claim which is submitted herewith complies with Subparagraph 15.1.8 of the Supplementary General

Conditions, which provides that the Contractor shall not knowingly present or cause to be a false or

fraudulent Claim.”

END OF SECTION 007300

GRACE COMMUNITY CHURCHJ A C K S O N V I L L E

T E L E P H O N E

F A C S I M I L E

W E B S I T E

L I C E N S E

F L O R I D A 3 2 2 0 2

9 0 4 - 5 9 8 - 0 0 7 2

9 0 4 - 5 9 8 - 0 4 5 0

W W W . R D E A N S C O T T . C O M

N O . A A C 0 0 0 3 0 2

1 2 6 W . A D A M S S T R E E T S U I T E 6 0 2

:

,

:

:

,

C O P Y R I G H T 2 0 1 8

R . D E A N S C O T T , A R C H I T E C T , I N C .

A L L R I G H T S R E S E R V E D .

T H E S E D R A W I N G S & S P E C I F I C A T I O N S

A R E I N S T R U M E N T S O F S E R V I C E A N D

S H A L L R E M A I N P R O P E R T Y O F


A N D S H A L L N O T B E U S E D

F O R A N Y O T H E R P R O J E C T O R

F O R A N E X T E N S I O N O F T H I S

P R O J E C T W I T H O U T E X P R E S S

W R I T T E N C O N S E N T O F


©DRAWING NO.SEAL

AR 0014890

R. DEAN SCOTT, AIA

10938 HOOD ROAD SOUTH

DRAWN BY:

NO.

CHECKED BY:

REVISION

APR. 27, 2018

PREP BY

DATE:

DATE

OF 2 G SHEETS

JACKSONVILLE, FLORIDA 32257

RDSA PROJECT NO. D-17-04SND RDS

EDUCATION BUILDING FOR

FINAL RELEASED FOR CONSTRUCTION -

ALL SHEETS

5/9/2018 9:08:07 AM

F:\Active\Design\D-17-04 Grace Community\D-17-04 Dwgs\revit\Grace Community Church_SND.rvt

GENERAL INFORMATION G-2

2

A-5

1

ROOM

1

COMMON ABBREVIATIONS

GENERAL NOTESCOMMON SYMBOLS WIND LOADS

DRAWING INDEX

A

NOTES:

1. REFER TO STRUCTURAL FOR WIND LOADS.2. FLORIDA PRODUCT APPROVAL REQUIRED FOR EXTERIOR DOORS, DOOR FRAMES, WINDOWS, STOREFRONTS, COMPONENTS AND CLADDING PER FLORIDA BUILDING CODE - BUILDING -SIXTH EDITION (2017). REFER TO DOOR AND WINDOW SCHEDULES FOR PRODUCT APPROVAL NUMBERS FOR BASIS OF DESIGN PRODUCTS.

1

2

3

4 A-8

6A-7

DOOR SYMBOL - REFER TODOOR SCHEDULE

WINDOW SYMBOL - REFERTO WINDOW SCHEDULE

WALL TYPE SYMBOL -REFER TO WALL SECTIONS

REVISION NOTE

ROOM NAME

DETAIL NUMBER

SHEET DETAIL IS DRAWN

SECTION NUMBER

SHEET SECTION IS DRAWN

INTERIOR/EXTERIORELEVATION NUMBER

SHEET ELEVATION IS DRAWN

UNIVERSAL ACCESSIBILITY

SYMBOL

REVISION CLOUD

EARTH

AC AIR CONDITIONING

ADJ ADJACENT

A/E ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING

JURISDICTION

ALUM ALUMINUM

ARCH ARCHITECT

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CSK COUNTERSUNK

CT CERAMIC TILE

CUST CUSTODIAL

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DOT DEPARTMENT OF

TRANSPORTATION

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EX EXISTING

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FACBC FLORIDA ACCESSIBILITY CODE

FBC FLORIDA BUILDING CODE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH(ED)

FLR FLOOR

FRP FIBERGLASS REINFORCED

PLASTIC

FS FLOOR SINK

FT FOOT / FEET

LAV LAVATORY

LB POUND

LF LINEAL FOOT / FEET

LWIC LIGHTWEIGHT INSULATING

CONCRETE

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

RDSA R. DEAN SCOTT, ARCHITECT

RO ROUGH OPENING

S SOUTH

SCHED SCHEDULE / SCHEDULED

SECT SECTION

SHT SHEET

SIM SIMILAR

SJ SAWN JOINT

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCTSTRUCTURAL

SUSP SUSPENDED

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERED / TEMPORARY

THK THICK

TJ TOOLED JOINT

TOC TOP OF CURB

TYP TYPICAL

UBCI UNIFORM BUILDING CODE

INSPECTOR

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

VEST VESTIBULE

W WEST

W/ WITH

WC WATER CLOSET

WD WOOD

WP WORKING POINT

GA GAGE / GAUGE

GALV GALVANIZED

GYP GYPSUM

HC HANDICAPPED ACCESSIBLE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT / HIGH

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OWNER FURNISHED

OFC OFFICE

OI OWNER INSTALLED

OPN'G OPENING

OPP OPPOSITE

PL PLATE

PLAM PLASTIC LAMINATE

PLWD PLYWOOD

PNT PAINT

PR PAIR

QT QUARRY TILE

R RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

B

1. SHORING DESIGN, ERECTION, MAINTENANCE AND REMOVAL IS RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF STRUCTURE(S) DURING EXECUTION OF THE WORK.

2. COORDINATE ANY UTILITY OR SERVICES INTERRUPTION IN ADVANCE WITH OWNER.

3. UPON COMPLETION OF WORK, ALL EQUIPMENT, FINISHES, AND SURFACES TO BE THOROUGHLY CLEANED.

4. INTENT IS FOR NEW CONSTRUCTION TO BE PARALLEL AND PERPENDICULAOR TO EXISTING BUILDING. ALL NEW CORNERS TO BE 90 CEGREES UNLESS INDICATED OTHERWISE.

5. DIMENSIONS INDICATED ARE TO FACE OF STUD AT NEW WALLS AND TO FACE OF EXISTING WALLS UNLESS OTHERWISE INDICATED. DIMENSIONS ARE TO CENTER LINE OF COLUMNS AND FACE OF MASONRY AND/OR CONCRETE OPENINGS UNLESS OTHERWISE INDICATED. LOCATIONS OF EXISTING CONSTRUCTION SHALL BE FIELD VERIFIED. DO NOT SCALE DRAWINGS. IF QUESTIONS AND/OR APPARENT CONFLICTS EXIST REQUEST CLARIFICATION OF DIMENSIONS FROM ARCHITECT PRIOR TO PROCEEDING.

NO. SHEET TITLE LATEST DATE

A-22 DOOR AND WINDOW DETAILS 04.27.18

A-23 DOOR AND WINDOW DETAILS 04.27.18

A-24 FINISH SCHEDULE 04.27.18

A-25 MISC DETAILS 05.09.18

S0.1 GENERAL NOTES & DESIGN CRITERIA 04.27.18

S1.0 FOUNDATION & SLAB PLAN 04.27.18

S1.1 TOWER & ROOF FRAMING PLANS 04.27.18

S2.1 SECTIONS & DETAILS 04.27.18



S2.4 TYPICAL METAL STUD DETAILS 04.27.18

M-1 HVAC MECHANICAL FLOOR PLAN 04.27.18

M-2 HVAC MECHANICAL PIPING FLOOR PLAN 04.27.18

M-3 DEMOLITION MECHANICAL FLOOR PLAN 04.27.18

M-4 NEW MECHANICAL FLOOR PLAN 04.27.18

M-5 MECHANICAL DETAILS 04.27.18

M-6 MECHANICAL DETAILS 04.27.18

M-7 MECHANICAL SCHEDULES 04.27.18

M-8 MECHANICAL SPECIFICATIONS 04.27.18

P-1 WASTE PIPING PLAN 04.27.18

P-2 WATER PIPING PLAN 04.27.18

P-3 PLUMBING NOTES/DETAILS 04.27.18

P-4 PLUMBING RISER DIAGRAMS 04.27.18

FP-1 FIRE PROTECTION FLOOR PLAN 04.27.18

FP-2 FIRE PROTECTION DETAILS 04.27.18

FP-3 FIRE PROTECTION SPECIFICATIONS 04.27.18

E-1 ELECTRICAL LEGEND, NOTES AND LIGHTING SCHEDULE 04.27.18

E-2 ELECTRICAL PANEL SCHEDULES 04.27.18

E-3 ELECTRICAL SITE PLAN 04.27.18

E-4 ELECTRICAL DEMOLITION PLAN-EXISTING BUILDING 04.27.18

E-5 ELECTRICAL LIGHTING PLAN-EXISTING BUILDING 04.27.18

E-6 ELECTRICAL POWER PLAN - EXISTING BUILDING 04.27.18

E-7 ELECTRICAL LIGHTING PLAN-ADDITION 04.27.18

E-8 ELECTRICAL POWER PLAN 04.27.18

E-9 ELECTRICAL RISERS & DETAILS 04.27.18

E-10 ELECTRICAL DETAILS 04.27.18

E-11 ELECTRICAL SPECIFICATIONS 04.27.18

E-12 ELECTRICAL SPECIFICATIONS 04.27.18

NO. SHEET TITLE LATEST DATE

G-1 COVER SHEET 04.27.18

G-2 GENERAL INFORMATION 05.09.18

1 OF 4 SURVEY 12.26.17

2 OF 4 SURVEY 12.26.17

3 OF 4 SURVEY 12.26.17

4 OF 4 SURVEY 12.26.17

1 COVER SHEET 12.20.17

2 GENERAL NOTES 12.20.17

3 EXISTING CONDITIONS AND DEMOLITION PLAN 12.20.17

4 GEOMETRY PLAN 12.20.17

5 GRADING AND DRAINAGE PLAN 12.20.17

6 GRADING AND UTILITY PLAN 12.20.17

7 CONSTRUCTION DETAILS 12.20.17

8 CONSTRUCTION DETAILS 12.20.17

9 TRAFFIC CONTROL PLAN 12.20.17

10 STORMWATER POLLUTION PREVENTION PLAN 12.20.17

11 NPDES DETAIL SHEET #1 12.20.17

12 NPDES DETAIL SHEET #2 12.20.17

L-1 TREE PROTECTION / REMOVAL PLAN 12.08.17



L-4 LANDSCAPE PLAN 12.08.17



L-7 LANDSCAPE DETAILS 12.08.17

L-8 IRRIGATION PLAN 12.08.17

L-9 IRRIGATION PLAN 12.08.17

L-10 IRRIGATION DETAILS 12.08.17

A-1 SITE PLAN 04.27.18

A-2 LIFE SAFETY PLAN 04.27.18

A-3 DEMOLITION PLAN - EXISTING BUILDING 04.27.18

A-4 FLOOR PLAN - EDUCATION BUILDING 05.09.18

A-5 FLOOR PLAN - EXISTING BUILDING 04.27.18

A-6 ROOF PLAN - EDUCATION BUILDING 04.27.18

A-7 REFLECTED CEILING PLAN - EDUCATION BUILDING 04.27.18

A-8 REFLECTED CEILING PLAN - EXISTING BUILDING 04.27.18

A-9 EXTERIOR ELEVATIONS 04.27.18

A-10 BUILDING SECTION 04.27.18

A-11 WALL SECTIONS 05.09.18

A-12 WALL SECTIONS 04.27.18

A-13 ENLARGED FLOOR PLAN 04.27.18

A-14 INTERIOR ELEVATIONS 04.27.18

A-15 INTERIOR ELEVATIONS 04.27.18

A-16 CASEWORK DETAILS 04.27.18

A-17 ACCESSIBILITY DETAILS 04.27.18

A-18 DETAILS 04.27.18

A-19 DETAILS 04.27.18

A-20 ROOF DETAILS 04.27.18

A-21 DOOR AND WINDOW SCHEDULES 05.09.18

1

1

1

1

1

1 ADDENDUM NO. 1 SND 05.09.18

FD

FD

FD

FD

FD

589 SFAGE 4

55 SFRESTROOM 2

143 SF

TEACHER'SWORKROOM

182 SF

WOMEN'SRESTROOM

182 SF

MEN'SRESTROOM

770 SFFOYER

1140 SF

CONNECTINGCORRIDOR

398 SFKITCHEN

47 SFPANTRY

46 SFELECTRIC

110 SFSTORAGE 1

2929 SF

YOUTH /FELLOWSHIP

578 SF

SPECIALNEEDS

70 SFRESTROOM 1 380 SF

HALLWAY 1

361 SFHALLWAY 2

15'-6"

4'-8"

11'-7"

93 SF

CHILDREN'SRECEPTION

19'-4"

8'-8" 12'-10" 12'-10"

1 2 3 4 5 6

A

B

F

28'-6"

28'-5"

26'-4"

6'-11"

15'-10"

3'-8"

8'-4"

7'-6"

14'-0"

26'-5"

7'-0"

7'-0"

33'-3"

3'-11"

A-14

1

A-142

1

A-11

3

A-11

4

A-11

2 1

4

3

5

8

10

12

13 14

15

16

24

9

11

20

19 21

22

18

17

23

25 26

28

D

A-15 2

3

4

1

A-14 7

BBBBB

A

A

A

B

B

B

B B B A A A A A A C

79'-3"

124'-9"

A-13

1A-13

3

A-13

2

SOUTH1186 SF

NORTH914 SF

YOUTH420 SF

4TH / 5TH GRADE413 SF

1ST GRADE612 SF

2ND / 3RD GRADE613 SF

1760 SF

K5/1ST/2ND/3RDGRADE

LOCATION FOR FUTURE OPERABLE PARTITION (OPP-5)

FUTURE WALLS AT STACKING AREA

F

A-19

2

A-19

1

6'-11" 74'-4"

35'-0"

19'-9"

4'-8"

22'-5"

21'-7"

11'-11" 11'-0"10'-0" 16'-7" 10'-5" 9'-5" 20'-9"

24'-11"

4'-8"

4'-8"

4'-5"

3'-11"

4'-8"4'-8"6'-9"

5'-1"

3'-3"

3'-6"

15'-2"

7'-10"29

A-19

3

7'-2"

8'-7"

40'-11"

A-18

1

A-14

23'-10" 25'-0" 25'-0"

PORTAL FRAME

PORTAL FRAME

A-19

4

A-19

5

6'-9"

2'-6"

2'-6"

19'-2"

4'-8"17'-2"

4'-8" 17'-2" 4'-8" 11'-6"

4'-8"

8

A-18

9

A-18

K5550 SF

19'-7" 22'-4" 22'-1"

C

E

5'-4"

56 SFJANITOR

38 SFVESTIBULE

578 SFAGE 3

6

2

A-11

2'-1"

26'-10 1/2"

11'-2 1/2"

14'-11 1/2"

5'-10"

20'-4 1/2"

G

H

A-14 4

58 SFSTORAGE 2

1'-10"

15'-6"

1'-10"

A-14

3

6

7

31

3227

30

33

COURTYARD

A-14

8

10'-1"

10'-1"

10'-1"

10'-1"

1S

1C2A

3

1S

1A

1A

2A

1B 3

2S

1S

1A

2B 3

1B

2B

2A

1A

2A

3

1A

1B

2B

3

2B

1C

3

3

3

3

1A

1A

1S

1A

1B

1A

3

3

1A

A-14

9

A-14 5

A-14

1 Sim

A-14

3 Sim

MOTORIZED SCREEN BY

OWNER

10

MOTORIZED SCREEN BY

OWNER

FFE: 0'-0"

FFE: 0'-0"

9'-5" 7'-0" 7'-0" 2'-5"

25'-4"

7'-6" 6'-6" 2'-5"

2

A-12

1

A-12

H H

H H

1

A-10

26'-0"

20'-8"

NORTH HVAC EQUIPMENT YARD

SOUTH HVAC EQUIPMENT YARD

WALLS ALIGN

A-18

5

EQ EQ1'-0"

A-25

1

26'-2"

26'-2 1/2"

2C

15'-4"

1B

2

A-10

11

A-18

27'-10"

11'-0"

PLATFORM BY OWNER

A-14

11

MOTORIZED SCREEN BY OWNER

A-19

5Sim

1A

1A

LIGHT POLE - REFER TO ELECTRICAL

LIGHT POLE - REFER TO ELECTRICAL

SEALED EXPANSION JOINT IN FLOOR TILE

A-19

14

9'-4" 13'-4"

REFRIGERANT LINES - REFER TO MECHANICAL

REFRIGERANT LINES - REFER TO MECHANICAL

EXISTINGNEW

NEW

EXISTING

11'-8" 12'-4" TYPICAL CENTER LINE TO CENTER LINE UON 13'-10" 13'-10" 13'-10" +/- 13'-10"

11'-6"

C LC L

A-25 5

OPP-1

OPP-2

OPP-3

OPP-4

3

3

+/- 2"

REFER TO 10/A-18 FOR CANOPY INTERFACE

249 SFNURSERY 1

269 SFNURSERY 2

32 SF

EXISTINGRESTROOM

524 SF

SOUTHCORRIDOR

A

D D D

D

D

D

1

1

1

DOOR SYMBOL - REFER TO DOOR SCHEDULE

WINDOW SYMBOL - REFER TO WINDOW SCHEDULE

WALL TYPE SYMBOL - REFER TO WALL SECTIONS

EXTERIOR WALL

INTERIOR PARTITION

MASONRY WALL

NOT PART OF WORK AREA

EQUIPMENT PLATFORM ABOVE

CURTAIN - OWNER FURNISHED OWNER INSTALLED

OPERABLE PANEL PARTITION

101

A

1

FLOOR PLAN LEGEND

OPP


T E L E P H O N E

F A C S I M I L E

W E B S I T E

L I C E N S E

F L O R I D A 3 2 2 0 2

9 0 4 - 5 9 8 - 0 0 7 2

9 0 4 - 5 9 8 - 0 4 5 0


N O . A A C 0 0 0 3 0 2


:

,

:

:

,

C O P Y R I G H T 2 0 1 8













©DRAWING NO.SEAL

AR 0014890

R. DEAN SCOTT, AIA


DRAWN BY:

NO.

CHECKED BY:

REVISION

APR. 27, 2018

PREP BY

DATE:

DATE

OF 25 A SHEETS





ALL SHEETS

5/9/2018 9:07:29 AM


A-4FLOOR PLAN -

EDUCATION BUILDING

PLAN

W

E

NS

1/8" = 1'-0"1

FLOOR PLAN

1. DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED.2. CONTACT ARCHITECT FOR CLARIFICATION OF DIMENSIONS. DO NOT SCALE DRAWINGS.3. PROVIDE SOLID BLOCKING IN STUD WALLS WHERE ITEMS ARE INDICATED TO BE ATTACHED TO WALLS.4. FIELD VERIFY ALL DIMENSIONS FOR FABRICATION AND INSTALLATION OF CASEWORK.5. INFILL WINDOW/LOUVER WITH METAL STUDS, UNFACED BATT INSULATION, AND GYPSUM BOTH SIDES. GYPSUM TO ALIGN WITH ADJACENT GYPSUM WALLS.6. OPP-1 THROUGH OPP-4 ARE CF/CI. OPP-5 IS FUTURE. REFER TO BID ALTERNATES.7. REFER TO FINISH SCHEDULE FOR PAINTING INFORMATION.

FLOOR PLAN GENERAL NOTES


FFE0' - 0"

A

TOP OF STEEL EAST18' - 0"

5/8" GYPSUM BOARD OVERMETAL FURRING AT 16" O.C.CONTRACTOR'S OPTION: 6"METAL STUDS CUT IN BETWEENPEMB WALL GIRTS ANDSTRUCTURE AT 16" O.C.

SUSPENDED CEILING SYSTEMPER FINISH SCHEDULE (ACT AT10'-0" INDICATED)

CONCRETE FOUNDATION -REFER TO STUCTURAL

EXTERIOR PEMB METAL WALLSIDING

4"

CORNICE TRIM BASED ONDRIANGLE DR-M223 ORAPPROVED EQUIVALENT

TOP OF STEEL WEST16' - 4"

TOP OF MAIN WALL20' - 0"

PEMB FRAME, TYPICAL

EXTERIOR INSULATION ANDFINISH SYSTEM (EIFS), TYPICAL

PEMB WALL GIRT, TYPICAL

+/- 4"

A-19

12

FIN FLOOR ELEV0' - 0"

1 1/2"

PEMB ROOF INSULATION

PEMB WALL INSULATION

REFER TO 1/A-20

REFER TO 1/A-20REFER TO 1/A-20

EXTEND FURRING AND GYPSUMBOARD 4"-6" ABOVE CEILINGS,TYPICAL

3"

1"

NOTE: FOR EAST WALL COORDINATE DEPTH OF FURRING AS REQUIRED TO ACCOMODATE INSTALLATION OF REFRIGERANT LINES - REFER TO FLOOR PLAN AND MECHANICAL

FFE0' - 0"

BEARING HT CC210' - 0"

A

TOP OF STEEL EAST18' - 0"

TOP OF HIGH WALL24' - 0"

5/8" GYPSUM BOARD OVERMETAL FURRING AT 16" O.C.CONTRACTOR'S OPTION: 6"METAL STUDS CUT IN BETWEENPEMB WALL GIRTS ANDSTRUCTURE AT 16" O.C.

CONCRETE FOUNDATION -REFER TO STUCTURAL

FIBERGLASS FIXED WINDOW,TYPICAL

4"


A-20

1

TOP OF MAIN WALL20' - 0"

PEMB WALL INSULATION

PEMB ROOF INSULATION


A-23

11

5 3/4"

SUSPENDED ALUMINUM SHADESYSTEM

FFE0' - 0"


CONCRETE SLAB ANDFOUNDATION - REFER TOSTRUCTURAL, TYPICAL

5/8" GYPSUM BOARD OVER 6"COLD FORMED METAL STUDS AT16" O.C. - REFER TOSTRUCTURAL

ALUMINUM GUTTER

A-20

2


UNFACED BATT INSULATION INALL STUD CAVATIES, TYPICAL


1 5/8"

A-19

13

EIFS TRIM AT DOOR ANDWINDOW OPENINGS BEYOND

5/8" WALL SHEATHING - SEENOTE

1

WALL SHEATHING NOTE: PROVIDE 5/8" WALL SHEATHING WITH INTEGRAL AIR BARRIER AND TAPED/SEALED SEAMS PER MANUFACTURER'S GUIDELINES. ZIP SYSTEM OR APPROVED EQUIVALENT.

1

FFE0' - 0"

F



PEMB GUTTER AND DOWNSPOUTSYSTEM

PEMB METAL ROOF SYSTEM


T E L E P H O N E

F A C S I M I L E

W E B S I T E

L I C E N S E

F L O R I D A 3 2 2 0 2

9 0 4 - 5 9 8 - 0 0 7 2

9 0 4 - 5 9 8 - 0 4 5 0


N O . A A C 0 0 0 3 0 2


:

,

:

:

,

C O P Y R I G H T 2 0 1 8













©DRAWING NO.SEAL

AR 0014890

R. DEAN SCOTT, AIA


DRAWN BY:

NO.

CHECKED BY:

REVISION

APR. 27, 2018

PREP BY

DATE:

DATE

OF 25 A SHEETS





ALL SHEETS

5/9/2018 9:23:48 AM


A-11WALL SECTIONS

3/4" = 1'-0"1

SECTION - PARAPET

3/4" = 1'-0"3

SECTION - TOWER

3/4" = 1'-0"4

SECTION - CONNECTING CORRIDOR 1

3/4" = 1'-0"2

SECTION - WEST


7'-0"

6'-0"

6'-8"

6'-0"3'-0"3'-0"

NARROW STILE ALUMINUM ENTRANCE

DOOR TYPE A

NARROW STILE ALUMINUM ENTRANCE

DOOR TYPE B

HOLLOW METAL DOORDOOR TYPE C

SOLID CORE WOOD DOOR

DOOR TYPE D


DOOR TYPE E


DOOR TYPE F


DOOR TYPE G

2'-6" 3'-0"

3'-8"

TI TITI

7'-0"

3'-0"

REFER TO SCHEDULE

7'-2"

6'-4"

7'-2"

ALUMINUM FRAMEFRAME TYPE 1

ALUMINUM FRAMEFRAME TYPE 2

HOLLOW METAL FRAMEFRAME TYPE 3



3'-4"

1'-9"

IG

2"3'-0"

2"

7'-0"

2"

2"3'-0"

2"

6'-8"

2"

3'-4" 3'-4"


2"6'-0"

2"

6'-8"

2"

4"6'-0"

4"

6'-4" 6'-8"

7'-0"

4"

3'-6"

2"

REFER TO SCHEDULE

2"


3'-0"

6'-0"

2'-6"

3'-0"

6'-0"

3'-0"

4'-2"

1'-2"

2'-0"

2'-0"

5'-0"

2'-6"

2'-6"3'-0"

A B C F

D

4'-11"

2'-3"

5'-0"

G

IG IG

IG

IG IG IGTS

NOTE: RADIUS OF WINDOW ARCH IS 4'-0"

ALUMINUM STOREFRONT FRAME

7'-2"

5'-0"

EQEQ

2'-6"

TI

H


T E L E P H O N E

F A C S I M I L E

W E B S I T E

L I C E N S E

F L O R I D A 3 2 2 0 2

9 0 4 - 5 9 8 - 0 0 7 2

9 0 4 - 5 9 8 - 0 4 5 0


N O . A A C 0 0 0 3 0 2


:

,

:

:

,

C O P Y R I G H T 2 0 1 8













©DRAWING NO.SEAL

AR 0014890

R. DEAN SCOTT, AIA


DRAWN BY:

NO.

CHECKED BY:

REVISION

APR. 27, 2018

PREP BY

DATE:

DATE

OF 25 A SHEETS





ALL SHEETS

5/9/2018 9:07:58 AM


A-21DOOR AND WINDOW

SCHEDULES

D O O R S C H E D U L E

MARK

DOOR

MATERIAL

DOOR

MATERIAL

FRAME

FIREHARDWARE

SET REMARKS

SIZE

TYPE UNDERCUT TYPE

DETAILS

WIDTH HEIGHT THICK HEAD JAMB SILL

1 3' - 0" 6' - 8" 1 3/4" WD D 1" HM 4 3/A-22 8/A-22 - 10

2 3' - 0" 6' - 8" 1 3/4" WD D 1" HM 4 3/A-22 8/A-22 - 10

3 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 20 MIN 4

4 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 20 MIN 4

5 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 20 MIN 4

6 3' - 0" 6' - 8" 1 3/4" WD D 1" HM 4 3/A-22 8/A-22 - 10

7 3' - 0" 6' - 8" 1 3/4" WD D 1" HM 4 3/A-22 8/A-22 - 10

8 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 20 MIN 4

9 3' - 0" 7' - 0" 1 3/4" ALUM B ALUM 2 1/A-22 6/A-22 - 1

10 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 20 MIN 4

11 3' - 0" 7' - 0" 1 3/4" ALUM B ALUM 2 1/A-22 6/A-22 - 1

12 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 20 MIN 4

13 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 20 MIN 4

14 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 20 MIN 4

15 6' - 0" 6' - 8" 1 3/4" WD E HM 5 3/A-22 8/A-22 - 20 MIN 5 PAIR OF 3'-0" DOORS

16 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 7

17 6' - 0" 6' - 8" 1 3/4" WD E HM 5 3/A-22 8/A-22 - 6 PAIR OF 3'-0" DOORS

18 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 7

19 6' - 0" 6' - 8" 1 3/4" WD E HM 5 3/A-22 8/A-22 - 9 PAIR OF 3'-0" DOORS

20 3' - 0" 7' - 0" 1 3/4" ALUM B ALUM 2 1/A-22 6/A-22 - 1

21 3' - 0" 7' - 0" 1 3/4" HM C HM 3 2/A-22 7/A-22 - 3

22 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 7

23 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 7

24 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 7

25 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 8

26 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 8

27 6' - 0" 7' - 0" 1 3/4" ALUM A ALUM 1 1/A-23 6/A-23 - 2 PAIR OF 3'-0" DOORS

28 6' - 0" 7' - 0" 1 3/4" ALUM A ALUM 1 1/A-23 6/A-23 - 2 PAIR OF 3'-0" DOORS

29 6' - 0" 6' - 8" 1 3/4" HM C HM 6 3/A-23 8/A-23 - 4 HR 6 PAIR OF 3'-0" DOORS

30 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 1 HR 7

31 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 1 HR 7

32 3' - 0" 7' - 0" 1 3/4" HM C HM 3 2/A-23 7/A-23 - 3

33 3' - 0" 6' - 8" 1 3/4" WD D HM 4 3/A-22 8/A-22 - 7

34 6' - 0" 6' - 8" 1 3/4" EX EX EX EX 3/A-22 8/A-22 - EX 1 HR 11 PAIR OF 3'-0" DOORS

35 6' - 0" 6' - 8" 1 3/4" EX EX EX EX 3/A-22 8/A-22 - EX 1 HR 11 PAIR OF 3'-0" DOORS

36 3' - 0" 3' - 4" 1 3/4" WD G HM 7 - 8/A-22 - 12

37 2' - 6" 3' - 4" 1 3/4" WD F HM 7 - 8/A-22 - 12

38 6' - 0" 6' - 8" 1 3/4" HM C HM 5 3/A-22 8/A-22 - 9 PAIR OF 3'-0" DOORS

W I N D O W S C H E D U L E

WINDOWTYPE

SIZEHEADHEIGHT MATERIAL

DETAILS FIRERATINGLABEL OPERATION REMARKSWIDTH HEIGHT HEAD JAMB SILL

A 2' - 6" 6' - 0" 9' - 0" FBGL 4/A-22 9/A-22 14/A-22 FIXED RADIUS HEAD

B 2' - 6" 6' - 0" 9' - 0" FBGL 11/A-23 9/A-22 14/A-22 FIXED

C 2' - 6" 4' - 2" 7' - 2" FBGL 4/A-22 9/A-22 14/A-22 FIXED

D 2' - 6" 2' - 0" 12' - 2" FBGL 4/A-22 9/A-22 11/A-23 FIXED RADIUS HEAD

F 3' - 0" 5' - 0" 7' - 0" HM 5/A-22 10/A-22 15/A-22 FIXED

G 5' - 0" 2' - 3" 7' - 2" FBGL 4/A-22 9/A-22 14/A-22 FIXED

1/4" = 1'-0"

DOORS

1/4" = 1'-0"

DOOR FRAMES

1/4" = 1'-0"

WINDOWS

1/4" = 1'-0"4

STOREFRONT ELEVATION

DOOR NOTES

1. BASIS OF DESIGN FOR ALUMINUM STOREFRONT ENTRANCES: YKK 20D

BASIS OF DESIGN:ALUMINUM ENTRANCES YKK 20D FL#: 8581.1HOLLOW METAL DOORS CECO FLUSH SINGLE FL#: 16355.2

GLAZING NOTES

TI TEMPERED INSULATED GLASSNOTE: DOORS 28 AND THE TWO TYPE H WINDOWS IN EAST WALL OF CONNECTING CORRIDOR TO HAVE 3M THINSULATE 40 -CLEAR WINDOW FILM OR APPROVED EQUIVALENT APPLIED TO THE GLAZING PER MANUFACTURER'S INSTRUCTIONS

TS TEMPERED SINGLE PANE GLASS IG INSULATED GLASS

HARDWARE NOTES

1. REFER TO SPECIFICATIONS2. SET THRESHOLDS AT EXTERIOR DOORS IN FULL BED OF SEALANT

WINDOW NOTES

1. PROVIDE INTEGRAL GRIDS AS SHOWN

BASIS OF DESIGN:ALUMINUM STOREFRONT YKK YES 45 FI FL#: 12926.1FIBERGLASS PELLA IMPERVIA FL#: 12599.2

O P E R A B L E P A N E L P A R T I T I O N STYPEMARK WIDTH HEIGHT THICKNESS WEIGHT

HEADDETAIL

JAMBDETAIL

SILLDETAIL

BASIS OFDESIGN MODEL STC CF/CI FINISH

OPP-1 21'-0" 12'-0" 3 1/2" 14.3 LBS/SF 11/A-19 - - HUFCOR 642 56 CF/CI STRATUS HIGH PERFORMANCEWOVEN FABRIC OR EQUIVALENT




OPP-5 40'-0" 12'-0" 3 1/2" 14.3 LBS/SF 11/A-19 - - HUFCOR 642 56 FUTURE STRATUS HIGH PERFORMANCEWOVEN FABRIC OR EQUIVALENT

OPERABLE PANEL PARTITION NOTES

1. EQUIVALENT PRODUCTS FROM OTHER MANUFACTURERS WILL BE CONSIDERED.2. COORDINATE SUPPORT STRUCTURE WITH PEMB MANUFACTURER.3. REFER TO BID ALTERNATES REGARDING OPP-5.

3

2

1


1

FD

FD

FD

FD

6

D

A-15 2

3

4

1

C

E

K1

K2

K3

K4 K5

K6

K7

K8

K9

K10

K9

K10

K11

FLOOR DRAIN - REFER TO PLUMBING, TYPICAL

REFER TO ELECTRICAL

REFER TO ELECTRICAL

K12

2'-0"

2'-0"

2'-0"

20'-4"

15'-0"

1'-0"

13'-8"

7'-5 1/2"

15'-0"

10'-8 1/2" 14'-3"

21'-5 1/2"

20'-3"

2'-0"

2'-0"

3

A-25

A-25

6

RELOCATED PLAY UNIT LOCATION TO BE VERIFIED IN FIELD BY OWNER

EJ

EJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

A-25

6 Sim

EXISTING

RELOCATABLE

EXISTING

RELOCATABLE

PLAY FIELD

8"x12" MINIMUM CONCRETERIBBON CURB WITH. 3,000 PSICONCRETE STRENGTH.

6" MULCH BY OWNER

COMPACTED SUBGRADE BYCONTRACTOR

4'-0"

OPTION 1: FORMED ANDPOURED CURB SHALL INCLUDE2 CONTINUOUS #4 REBARSWITH 1/2" EXPANSION JOINTEVERY 20' AND CONTROLJOINTS EVERY 5'. BROOMFINISH.OPTION 2: MACHINEINSTALLED CURB SHALLINCLUDE 2 POUNDS OF LONGFIBERGLASS MESH PER CUBICYARD WITH 1/2" EXPANSIONJOINTS EVERY 20' ANDCONTROL JOINTS EVERY 5'.BROOM FINISH.

8"

POWDER COATED STEEL RAILING

POWDER COATED STEELPICKETS

POWDER COATED STEEL SQUAREPOST WITH POST CAP

6'-0"

4'-0"

NOTE: PROVIDE CANE BOLTS EACH GATE

3'-2" @ PLAYGROUND

4'-0"

4'-0" @ HVAC NOTE: PROVIDE PULL LATCH EACH GATE


T E L E P H O N E

F A C S I M I L E

W E B S I T E

L I C E N S E

F L O R I D A 3 2 2 0 2

9 0 4 - 5 9 8 - 0 0 7 2

9 0 4 - 5 9 8 - 0 4 5 0


N O . A A C 0 0 0 3 0 2


:

,

:

:

,

C O P Y R I G H T 2 0 1 8













©DRAWING NO.SEAL

AR 0014890

R. DEAN SCOTT, AIA


DRAWN BY:

NO.

CHECKED BY:

REVISION

APR. 27, 2018

PREP BY

DATE:

DATE

OF 25 A SHEETS





ALL SHEETS

5/9/2018 9:08:04 AM


A-25MISC DETAILS

PLAN

W

E

NS

1/4" = 1'-0"1

ENLARGED KITCHEN PLAN

KITCHEN KEYED NOTES

K1 RESIDENTIAL RANGE/OVEN OF/CI

K2 ELKAY STAINLESS STEEL HAND SINK WITH INTEGRAL SPLASH ANDSELF CLOSING METERING FAUCET WITH WRIST BLADES, MIXING VALVEAND REQUIRED ACCESSORIES CF/CI - REFER TO PLUMBING

K3 ICE MACHINE OF/CI

K4 REACH IN FREEZER OF/CI

K5 REACH IN REFRIGERATOR OF/CI

K6 COFFEE AND/OR TEA BREWERS OF/OI

K7 ELKAY 14-3C18x24-0X 14" DEEP STAINLESS STEEL THREECOMPARTMENT SINK WITH INEGRAL SPLASH, STAINLESS STEEL BULLETFEET, LEVER WASTES, BASKET STRAINERS AND REQUIREDACCESSORIES CF/CI

K8 COUNTERTOP MICROWAVE OVEN OF/OI

K9 ADVANCE TABCO MSLAG STAINLESS STEEL WORK TABLE 2'X7' CF/CI

K10 ADVANCE TABCO MSLAG STAINLESS STEEL WORK TABLE 2'X4' CF/CI

K11 HOOD EXHAUST WITH FIRE SUPPRESSION CF/CI

K12 T&S BRASS DOUBLE PANTRY FAUCET B-0265 WITH 4" WRISTACTION HANDLES CF/CI

1" = 10'-0"2

ENLARGED COURTYARD PLAN

1" = 1'-0"3

PLAYGROUND CURB

1" = 1'-0"4

FENCE - TYPICAL

1/2" = 1'-0"5

GATE - SOUTH

1/2" = 1'-0"6

GATE - PLAYGROUND


1