Y22-7015-RC_Drawing.PDF

PDF 12 MB Posted Jul 1, 2022

Attached to: Orange County Public Works Bldgs 2 & 5 Roof Replacement
Solicitation number: Y22-7015-RC
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · May 11, 2025

These construction documents are for the Orange County Public Works Roofing Replacement Project, specifically involving Buildings 2 and 5 located at 4200 S. John Young Parkway in Orlando, Florida. The project involves a comprehensive roof replacement utilizing standing seam metal roof panels, with work to be completed on two county buildings totaling approximately 26,661 square feet of roofing area. The documents, prepared by Jay Ammon Architect, Inc. on February 9, 2021, outline a detailed scope of work including complete roof system replacement, removal of existing roofing components, installation of new metal roof panels, gutters, downspouts, underlayment, insulation, and lightning protection systems. The project requires a 20-year No Dollar Limit (NDL) manufacturer's warranty against defects and leaks, with the contractor also providing a 5-year NDL warranty.

The project is competitively bid with an estimated cost of $1,000,000.00, to be solicited through Orange County's OpenGov e-Procurement Platform. Sealed offers are to be submitted electronically by 4:00 pm EST on Thursday, October 6, 2022. The comprehensive scope includes engineering pull tests, wind uplift calculations, substrate preparation, and installation of a new roofing assembly that complies with the 2020 Florida Building Code and meets wind resistance requirements for an ultimate design wind speed of 150 mph. The project specifications require all work to be performed by licensed contractors and include detailed performance requirements for materials, installation techniques, and adherence to industry standards such as NRCA roofing manuals and SMACNA architectural sheet metal guidelines.

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Other files

File	Type	Posted
Y22-7015-RC_Specifications.PDF	PDF	Jul 1, 2022
Part_G_-_AGREEMENT_ASSUMING_RISK_OF_INJURY_OR_DAMAGE.pdf	PDF	Jul 1, 2022
Y22-7015-RC.pdf	PDF	Jul 1, 2022

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CONSTRUCTION DOCUMENTS

BOARD OF COUNTY COMMISSIONERS:

DISTRICT 1 - BETSY VANDERLEY

DISTRICT 2 - CHRISTINE MOORE

DISTRICT 3 - MAYRA URIBE

DISTRICT 4 - MARIBEL GOMEZ CORDERO

DISTRICT 5 - EMILY BONILLA

DISTRICT 6 - VICTORIA P. SIPLIN

MAYOR:

JERRY L. DEMINGS

ORANGE COUNTY PUBLIC WORKS

BUILDINGS 2 AND 5

4200 S. JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

J O

H N

Y O

U N

G P

A R

K W

A Y

SITE VICINITY MAP

ORANGE COUNTY - PUBLIC WORKS

BUILDING 2 AND BUILDING 5

ROOFING REPLACEMENT PROJECT

PREPARED FOR:

FEBRUARY 9, 2021

4200 S. JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

STATEMENT OF COMPLIANCE

TO THE BEST OF OUR KNOWLEDGE THESE

DRAWINGS ARE COMPLETE AND COMPLY WITH

THE FLORIDA BUILDING CODE 2017 (6TH ED), AND

REFERENCED STATUTES, CODES, RULES AND

REGULATIONS REFERENCED THEREIN.

DRAWING INDEX

SHEET NUMBER SHEET TITLE ORIGINAL

DATE

REVISION

NUMBER REVISION DATE

G1.0 COVER SHEET 2/9/2021 0 NA

G1.1

SYMBOLS, ABBREVIATIONS AND

CODE INFORMATION

2/9/2021 0 NA

G1.2 GENERAL NOTES 2/9/2021 0 NA

G1.3 SCOPE OF WORK 2/9/2021 0 NA

G1.4 OVERALL SITE PLAN AND AERIAL VIEW 2/9/2021 0 NA

A2.1 BUILDING 2 - PROPOSED ROOF PLAN 2/9/2021 0 NA

A2.1.1 BUILDING 2 - WIND UPLIFT PRESSURE ROOF PLAN 2/9/2021 0 NA

A2.1.2 BUILDING 2 - PROPOSED ROOF DRAINAGE PLAN 2/9/2021 0 NA

A2.2 BUILDING 5 - PROPOSED ROOF PLAN 2/9/2021 0 NA

A2.2.1 BUILDING 5 - WIND UPLIFT PRESSURE ROOF PLAN 2/9/2021 0 NA

A2.2.2 BUILDING 5 - PROPOSED ROOF DRAINAGE PLAN 2/9/2021 0 NA

A3.1 BUILDING 2 - PROPOSED BUILDING ELEVATIONS 2/9/2021 0 NA

A3.2 BUILDING 5 - PROPOSED BUILDING ELEVATIONS 2/9/2021 0 NA

A4.1 BUILDINGS 2 & 5 - WALL SECTIONS 2/9/2021 0 NA

A5.1 ROOF DETAILS 2/9/2021 0 NA

A5.2 ROOF DETAILS 2/9/2021 0 NA

A5.3 ROOF DETAILS 2/9/2021 0 NA

A5.4 ROOF DETAILS 2/9/2021 0 NA

A5.5 ROOF DETAILS 2/9/2021 0 NA

A5.6 ROOF DETAILS 2/9/2021 0 NA

A5.7 ROOF DETAILS 2/9/2021 0 NA

A6.1 PHOTOGRAPHS 2/9/2021 0 NA G1.0N.T.S.

COVER SHEET

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

ARCHITECTURAL ABBREVIATIONS SYMBOLSMATERIALS LEGEND

CODE INFORMATION

APPLICABLE BUILDING CODES

BUILDING 2

BUILDING 5

G1.1N.T.S.

SYMBOLS, ABBREVIATIONS

& CODE INFORMATION

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

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EARTH

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WITH

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FOS

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GFRG

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FEET

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DOWN SPOUT

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EXPANSION JOINT

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ELECTRICAL

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EQUIPMENT

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ELECTRONIC EQUIPMENT ROOM

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EER

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ACT

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OWNER FURNISHED ITEM

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OFI

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REF

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REFERENCE

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SANITARY SHEET PLASTIC

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RESILIENT FLOOR

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BRICK FACE

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NATIONAL ROOFING CONTRACTORS ASSOCIATION

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UNDERWRITERS LABORATORIES INC.

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DENS DECK SHEATHING

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2020 FLORIDA BUILDING CODE - BUILDING

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BUILDING :

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SEVENTH

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SEVENTH

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ACCESSIBILITY :

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ENERGY :

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FLORIDA FIRE PREVENTION CODE (2020)

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FIRE :

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CONSTRUCTION TYPE: TYPE ITYPE I

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FIRE SPRINKLERS: YESYES

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STORIES: 11

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BUILDING HEIGHT: 24'-5" TO TOP OF RIDGE24'-5" TO TOP OF RIDGE

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PROJECT AREA: ROOF AREA - 22,154 SQ. FT.ROOF AREA - 22,154 SQ. FT.

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TOTAL AREA - 22,154 SQ. FT.

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CONSTRUCTION TYPE: TYPE ITYPE I

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FIRE SPRINKLERS: YESYES

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STORIES: 11

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BUILDING HEIGHT: 19'-8" TO TOP OF RIDGE19'-8" TO TOP OF RIDGE

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PROJECT AREA: ROOF AREA - 4,507 SQ. FT.ROOF AREA - 4,507 SQ. FT.

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TOTAL AREA - 4,507 SQ. FT.

GENERAL NOTES:

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THIS

SHALL INCLUDE VERIFYING THE EXACT LOCATIONS, DIMENSIONS AND QUANTITIES

OF ALL EQUIPMENT AND PENETRATIONS WHICH INCLUDES, BUT IS NOT LIMITED TO

VENT PIPES, DRAINS, ELECTRICAL JUNCTION BOXES, CURBS, BASE FLASHING AND

ALL OTHERS PENETRATIONS AND WORK ASSOCIATED WITH THIS PROJECT. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING, OF ALL EXISTING

CONDITIONS WHICH ARE IN VARIANCE WITH THE CONDITIONS DOCUMENTED

HEREIN.

B. THE BUILDING MAY BE FULLY OR PARTIALLY OCCUPIED; CONTRACTOR IS SOLELY

RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND FOR THE

SAFETY OF ALL PERSONS AT THE PROJECT SITE.

C. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION TO REMAIN,

INCLUDING ADJACENT ROOFS, WALLS, LANDSCAPE/VEGETATION, GROUNDS,

EXTERIOR SURFACES AND THE INTERIOR OF THE BUILDING. THIS SHALL INCLUDE,

BUT IS NOT LIMITED TO PAINT, WATER, DUST, DEBRIS AND PHYSICAL DAMAGE. ALL

SURFACES SHALL BE RESTORED TO THEIR PRE-DAMAGE CONDITION BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND TO THE

SATISFACTION OF THE OWNER AND ARCHITECT.

D. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL

CODES AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT.

E. ALL DETAILS INDICATE MINIMUM INSTALLATION REQUIREMENTS. IF THE

MANUFACTURER'S STANDARDS DETAILS ARE MORE STRINGENT, IN THE OPINION

OF THE ARCHITECT, THEY SHALL GOVERN. IF THE DETAILS SHOWN ARE MORE

STRINGENT THAN THE MANUFACTURER'S STANDARD DETAILS, IN THE OPINION OF

THE ARCHITECT, THE DETAILS SHOWN SHALL GOVERN, REGARDLESS OF THE

MANUFACTURER'S WILLINGNESS TO WARRANT / GUARANTY THE LESSER DETAIL.

BY SUBMITTING A BID FOR THIS PROJECT, IT IS UNDERSTOOD THAT THE

CONTRACTOR AND MANUFACTURER AGREE TO WARRANT / GUARANTY THE

DETAILS SHOWN. THE ARCHITECT MAY, BUT IS NOT OBLIGATED TO, ACCEPT ANY

PROPOSED CHANGES TO THE DETAILS SHOWN.

F. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIAL FOR A COMPLETE

AND WATERTIGHT JOB WHICH IS FULLY WARRANTED / GUARANTEED BY THE

MANUFACTURER AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. ANY DETAILS

OR WORK REQUIRED FOR A COMPLETE JOB, BUT NOT SHOWN OR SPECIFIED BY

THE CONTRACT DOCUMENTS, SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS AT NO ADDITIONAL

COST TO THE OWNER. ANY ADDITIONAL LABOR AND MATERIAL REQUIRED TO MEET

MANUFACTURER'S WARRANTY / GUARANTY REQUIREMENTS, BUT NOT INDICATED

BY THE CONTRACT DOCUMENTS, SHALL BE PROVIDED AT NO ADDITIONAL COST TO

THE OWNER.

G. ALL REFINISHING REQUIREMENTS, SHALL INCLUDE THE FOLLOWING: REMOVE ALL

RUST FROM METAL SURFACES AND APPLY COAT OF RUST INHIBITOR. REPLACE

ALL METAL COMPONENTS WHICH ARE CORRODED THROUGH THE METAL.

PRESSURE CLEAN ALL EXPOSED SURFACES. SECURE ALL LOOSE COMPONENTS

WITH STAINLESS STEEL FASTENERS WHICH EXTEND INTO SOLID SUBSTRATE

BELOW OR BEHIND COMPONENT BEING SECURED. CONCEAL FASTENER HEADS

WITH MATERIAL WHICH MATCHES ADJACENT SURFACES. REPAINT ALL EXPOSED

SURFACES TO MATCH EXISTING FINISHES.

H. LAYDOWN/STORAGE AREA IS LIMITED AND SHALL BE AS APPROVED BY THE

OWNER.

I. PRIOR TO PERFORMING WORK, CONTRACTOR SHALL INSPECT WORK SITE AND

EXISTING CONSTRUCTION FOR POTENTIAL SAFETY HAZARDS. PROVIDE FOR THE

SAFETY AND PROTECTION OF WORKERS AND OCCUPANTS THROUGHOUT COURSE

OF WORK. COMPLY WITH OSHA REQUIREMENTS.

J. BUILDING ACCESS IS RESTRICTED AND ALLOWED ONLY AS REQUIRED TO

ACCOMPLISH CONTRACT WORK. COORDINATE ANY REQUIRED ACCESS WITH THE

OWNER.

K. SITE SHALL BE CLEANED AND SECURED ON A DAILY BASIS AT THE END OF EACH

WORK SHIFT.

L. ALL COMPONENTS AND ASSEMBLIES SHALL MEET OR EXCEED UL STANDARDS FOR

A CLASS A FIRE RATING.

M.THE FINISH OF ALL NEW COMPONENTS OR REPAIRED COMPONENTS SHALL MATCH

ALL CHARACTERISTICS OF THE EXISTING COMPONENTS INCLUDING TEXTURE AND

ALL OTHER QUALITIES.

N. PATCH ALL FINISHES AFFECTED BY THE WORK OF THIS PROJECT AS REQUIRED TO

MATCH ALL CHARACTERISTICS OF EXISTING UNDAMAGED FINISHES.

O. ALL ITEMS IN DRAWINGS ARE NEW UNLESS DEPICTED/NOTED AS "EXISTING".

GENERAL SCOPE OF WORK:

A. SEE SHEET G1.3 FOR DESCRIPTION OF WORK.

BUILDING PROTECTION NOTES:

A. THE BUILDING WILL REMAIN FUNCTIONAL THROUGHOUT THE CONSTRUCTION PERIOD.

CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTENTS AND

OCCUPANTS.

B. THE BUILDING SHALL BE WATERTIGHT AT THE END OF EACH DAYS CONSTRUCTION AND

WHEN INCLEMENT WEATHER THREATENS.

C. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE

BUILDING, EXTERIOR AND GROUNDS, AND ALL PROMENADE CONCRETE WITHIN THE

PROJECT BOUNDARIES.

D. ANY SURFACES STAINED, MARKED, MARRED, OR DAMAGED BY THE CONTRACTOR SHALL

BE RETURNED TO THE ORIGINAL CONDITION AND TO MATCH ADJACENT SURFACES.

E. THE CONTRACTOR SHALL RETURN THE SITE AND ANY DAMAGED ITEMS OF THE SITE OR

FACILITY TO THE ORIGINAL CONDITION.

F. THE SEQUENCE OF WORK SHALL MINIMIZE CONSTRUCTION TRAFFIC ON THE NEW

WORK.

EXTERIOR RESTORATION NOTES:

A. FOR PURPOSES OF THIS PROJECT, REMOVE SHALL MEAN REMOVE AND DISPOSE OF IN

AN APPROVED AND LEGAL MANNER.

B. CONTRACTOR SHALL VERIFY THE TOTAL NUMBER OF DETAIL CONDITIONS IN THE FIELD

AND PERFORM NEW WORK IN ACCORDANCE WITH THE DETAIL REFERENCED OR THOSE

WHICH ARE SIMILAR. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD.

C. GENERAL DEMOLITION SCOPE: SEE SHEET G1.3.

D. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM CONSTRUCTION SITE AND DISPOSE OF

IN A LEGAL MANNER.

E. DAMAGED OR DETERIORATED WALL SUBSTRATE UNCOVERED DURING DEMOLITION

SHALL BE DOCUMENTED BY THE CONTRACTOR, REPORTED TO THE PROJECT MANAGER

IN WRITING.

F. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING MATERIALS AND

METHODS OF INSTALLATION BEFORE THE START OF WORK. ANY DISCREPANCIES

BETWEEN THE INFORMATION PROVIDED BY THE CONTRACT DOCUMENTS AND

CONDITIONS ENCOUNTERED BY THE CONTRACTOR BEFORE THE START OF WORK SHALL

BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER. THE CONTRACTOR SHALL

NOT BE ENTITLED TO COMPENSATION FOR ANY ADDITIONAL LABOR OR MATERIALS DUE

TO DIFFERING EXISTING CONDITIONS WHICH ARE NOT BROUGHT TO THE ATTENTION OF

THE OWNER PRIOR TO THE START OF WORK.

G. THE CONTRACTOR SHALL REMOVE ALL EXISTING EXTERIOR CONDUIT, PIPING, LIGHTING

FIXTURES, LIGHTNING PROTECTION SYSTEMS AND ANY OTHER ITEMS WHICH INTERFERE

WITH THE INSTALLATION OF THE NEW EXTERIOR BUILDING ENVELOPE COMPONENTS

AND OR RELATED WORK. ALL SUCH EQUIPMENT AND ITEMS SHALL BE TEMPORARILY

RE-ROUTED AS NECESSARY IF IT IS REQUIRED TO STAY IN SERVICE. ANY ITEMS NOT

REQUIRED TO STAY IN SERVICE SHALL BE PROPERLY STORED BY THE CONTRACTOR AND

REINSTALLED AT THE COMPLETION OF THE WORK. ALL WORK SHALL BE PERFORMED BY

QUALIFIED, LICENSED CRAFTSMEN IN ACCORDANCE WITH ALL APPLICABLE BUILDING

CODES AT NO ADDITIONAL COST TO THE OWNER. ANY EXISTING WORK WHICH DOES

NOT CONFORM TO APPLICABLE CURRENT CODES SHALL BE REPORTED TO THE OWNER

IN WRITING PRIOR TO THE REMOVAL.

H. ALL DEPICTED COMPONENTS ON DRAWINGS ARE NEW UNLESS IDENTIFIED/NOTED AS

"EXISTING".

SPECIFIC NOTES:

1. PERFORMANCE REQUIREMENTS: THE CONTRACTOR SHALL BASE THE BID UPON PROVIDING A

COMPLETE ROOFING REPLACEMENT PROJECT AS REQUIRED TO PROVIDE ASSEMBLIES WHICH WILL

REMAIN WATERTIGHT FOR A MINIMUM PERIOD OF 20 YEARS.

2. EXISTING CONDITIONS VERIFICATION: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO, ROOF AREA SIZES, ROOF SLOPES, EXISTING ROOF MATERIALS AND DETAILS. THE CONTRACTOR SHALL ADVISE THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS, PRIOR TO SUBMISSION

OF THE BID.

3. COMPLIANCE WITH INDUSTRY STANDARDS: ALL WORK SHALL BE PERFORMED IN

ACCORDANCE WITH THE APPLICABLE DOCUMENT REQUIREMENTS, MANUFACTURER'S

RECOMMENDATIONS, AND OTHER RECOGNIZED INDUSTRY STANDARDS, INCLUDING BUT NOT LIMITED TO, "THE NRCA "ROOFING MANUAL: METAL PANEL AND SPF ROOF SYSTEMS - 2020", "THE NRCA

ROOFING MANUAL: ARCHITECTURAL METAL FLASHING AND CONDENSATION CONTROL AND AIR

LEAKAGE CONTROL - 2018", THE SMACNA "ARCHITECTURAL SHEET METAL MANUAL 7TH EDITION".

4. COMPLIANCE WITH FLORIDA BUILDING CODE 2017 (6TH ED): ALL WORK TO MEET OR

EXCEED REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 (6TH ED).

5. WIND RESISTANCE: ALL ROOFING AND OTHER COMPONENTS SHALL BE INSTALLED TO RESIST ALL FORCES RESULTING FROM AN ULTIMATE DESIGN WIND SPEED OF 150 MPH IN ACCORDANCE WITH ASCE 7-10 AND TO MEET OR EXCEED REQUIREMENTS OF CHAPTER 16, FLORIDA BUILDING CODE 2017 (6TH ED). SUBMIT ENGINEERING CALCULATIONS PREPARED BY A FLORIDA LICENSED STRUCTURAL

ENGINEER TO VERIFY COMPLIANCE WITH THIS REQUIREMENT FOR EACH NEW COMPONENT. SEE

WIND UPLIFT PRESSURE PLAN FOR WIND UPLIFT PRESSURES AND ZONES.

6. TESTING: CONDUCT APPROPRIATE TESTS FOR EACH NEWLY INSTALLED COMPONENT.

7. TYPICAL NOTES, SECTIONS AND DETAILS: NOTES, SECTIONS, AND DETAILS DESCRIBING

REQUIRED WORK AT EACH COMPONENT ARE TYPICAL FOR ALL SIMILAR COMPONENTS AND THE

NOTE, SECTION, OR DETAIL SHALL APPLY AS IF CALLED OUT SEPARATELY AT EACH LOCATION. THE

DETAILS REFLECT A GENERAL DESIGN OF EACH DETAIL. THE CONTRACTOR SHALL MAKE ANY

REQUIRED MODIFICATIONS TO THE GIVEN DETAILS NECESSARY TO MAKE THE DETAIL COMPATIBLE WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ARCHITECT

FOR ALL MODIFIED DETAILS BEFORE THE DETAILS ARE CONSTRUCTED.

8. PATCHING: PATCH ALL EXISTING COMPONENTS THAT ARE AFFECTED BY THE WORK OF THIS

PROJECT WHETHER OR NOT IDENTIFIED BY THE CONSTRUCTION DOCUMENTS TO BE PATCHED.

PATCHING IS DEFINED AS: REPAIRING ALL EXISTING COMPONENTS INCLUDING BUT NOT LIMITED TO

SUBSTRATE MATERIALS, STRUCTURAL COMPONENTS, AND FINISHES IN ACCORDANCE WITH

INDUSTRY STANDARDS. ALL FINISHES SHALL BE PATCHED TO MATCH ALL CHARACTERISTICS OF EXISTING ADJACENT MATERIALS INCLUDING BUT NOT LIMITED TO MATERIAL TYPE, FINISH TEXTURE, AND COLOR OF FINISH.

9. POSITIVE SLOPE: INSTALL NEW SLOPE WHERE DESIGNATED AND WHERE REQUIRED TO ACHIEVE A

POSITIVE ROOF SLOPE THAT DOES NOT POND WATER.

10. MOCKUPS: PREPARE IN-PLACE MOCKUPS OF EACH APPLICATION AND DETAIL. RECEIVE WRITTEN APPROVAL FROM ALL MATERIAL MANUFACTURER'S FOR PRODUCTS INCLUDED IN THE MOCKUP, FROM

THE ARCHITECT, AND FROM THE OWNER PRIOR TO FURTHER APPLICATION OR INSTALLATION.

11. REFERENCE TO "ALL": WHERE SCOPE OF WORK REFERS TO "ALL", THIS IS DEFINED AS ALL SIMILAR

COMPONENTS WHETHER OR NOT THAT REFERENCED COMPONENT IS DEPICTED ON THE DRAWING.

12. NEW COMPONENTS: ALL DEPICTED COMPONENTS ON DRAWINGS ARE NEW UNLESS IDENTIFIED

AS EXISTING.

13. INTERIOR PROTECTION: PRIOR TO DEMOLITION, INSTALL PROTECTION OVER INTERIOR SPACES AS REQUIRED TO PROTECT OCCUPANTS, BUILDING COMPONENTS, AND EQUIPMENT FROM WEATHER

ELEMENTS AND CONSTRUCTION RELATED DEBRIS.

14. WEATHERPROOF ENCLOSURE: APPLY WEATHERPROOF ROOF COVERINGS OVER THE ROOF

AREAS DESIGNATED FOR REPLACEMENT OR REPAIR AS REQUIRED TO PREVENT THE INTRUSION OF

WEATHER ELEMENTS INTO THE BUILDING DURING THE CONSTRUCTION PROCESS.

15. HOUSEKEEPING: THOROUGHLY CLEAN ALL CONSTRUCTION RELATED DEBRIS FROM ALL INTERIOR SURFACES, EXTERIOR SURFACES, AND SITE SURFACES ON A DAILY BASIS. ALL CONSTRUCTION EQUIPMENT, DEBRIS, AND NEW MATERIAL STORED ON THE SITE SHALL BE SECURED TO PREVENT

WIND DISPLACEMENT.

16. SAFETY: PROVIDE ALL NECESSARY MEASURES TO ENSURE SAFETY TO BUILDING OCCUPANTS DURING THE PERIODS WHEN THE BUILDING IS OCCUPIED. PREVENT ACCESS TO THE CONSTRUCTION AREAS AND STAGING AREAS BY SIGNS, FENCES, AND OTHER BARRIERS. INSTALL A TEMPORARY BARRIER OVER THE TOP OF ALL ENTRANCES FOR A DISTANCE OF 10 FEET BEYOND THE ENTRANCE AS

REQUIRED TO PROTECT PEDESTRIANS FROM FALLING DEBRIS.

17. MANUFACTURER'S AND PRODUCTS: MANUFACTURER'S AND PRODUCTS LISTED ARE A BASIS OF DESIGN. FOR ANY OTHER MANUFACTURER'S PRODUCTS, SUBMIT REQUEST FOR CONSIDERATION OF

EACH COMPARABLE PRODUCT DURING THE BIDDING PHASE. ALL COMPARABLE PRODUCTS

APPROVED WILL BE LISTED IN AN ADDENDUM.

18. TRADES: ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THEIR TRADES AND AS REQUIRED BY THE BUILDING DEPARTMENT OFFICIALS. THESE TRADES INCLUDE BUT ARE NOT LIMITED

TO ROOFING CONTRACTORS, GENERAL CONTRACTORS, ELECTRICAL CONTRACTORS, HVAC

CONTRACTORS, PLUMBING CONTRACTORS, AND SEALANT CONTRACTORS.

19. FINAL INSPECTION: THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AFTER ALL WORK HAS

BEEN COMPLETED. A FINAL INSPECTION SHALL BE PERFORMED JOINTLY BY THE ARCHITECT,

COUNTY STAFF, AND BUILDING OFFICIAL, IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 (6TH

ED) 1512.4.3.3.

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

N.T.S. G1.2

GENERAL NOTES

SCOPE OF WORK

THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE

FOLLOWING:

1.0 GENERAL:

1.1 ENGINEERING: CONDUCT PULL TESTS OF THE EXISTING ROOF DECK.

PROVIDE ENGINEERING CALCULATIONS PREPARED BY A FLORIDA LICENSED

STRUCTURAL ENGINEER INCLUDING THE CLIP AND FASTENER SPACING FOR

EACH ROOF WIND ZONE. SUBMIT PULL TEST RESULTS AND THE ENGINEERING

CALCULATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCEMENT OF

THE ROOFING INSTALLATION. SEE DRAWINGS FOR WIND PRESSURES.

1.2 SUBSTRATE PREPARATION: PREPARE, REPAIR, OR REPLACE ALL

SURFACES AS NECESSARY TO COMPLY WITH REQUIREMENTS INCLUDING BUT

NOT LIMITED TO: WIND UPLIFT REQUIREMENTS, MANUFACTURER'S

RECOMMENDATIONS, BUILDING CODE REQUIREMENTS, AND RELEVANT

INDUSTRY STANDARDS. PRIOR TO INSTALLATION OF THE ROOFING ASSEMBLY

SUBMIT A WRITTEN APPROVAL TO THE ARCHITECT, FROM THE MANUFACTURER

OF THE ROOFING ASSEMBLY THAT ALL SUBSTRATES ARE PROPERLY PREPARED

FOR THE INSTALLATION OF THE ASSEMBLY.

1.3 WARRANTY: THE NEW ROOFING ASSEMBLY IS TO BE EXAMINED AND

APPROVED BY THE MANUFACTURER'S OF THE ROOFING ASSEMBLY AND SHALL

RECEIVE A 20 YEAR NDL LABOR AND MATERIAL WARRANTY AGAINST DEFECTS

AND LEAKS. THE CONTRACTOR SHALL SUBMIT A 5 YEAR NDL WARRANTY FOR

ALL WORK AGAINST DEFECTS AND LEAKS UPON COMPLETION OF THE WORK.

ADJUST THE SCOPE OF WORK AS REQUIRED TO OBTAIN THIS WARRANTY. SEE

SPEC. SECTION 07 41 10.

2.0 STANDING SEAM METAL ROOF PANEL ASSEMBLY:

2.1 DEMOLITION: REMOVE ALL EXISTING ROOFING COMPONENTS INCLUDING

BUT NOT LIMITED TO; EXISTING STANDING SEAM METAL ROOF PANELS,

UNDERLAYMENT, METAL FLASHINGS INCLUDING DRIP EDGES, RAKE FLASHINGS

AND ALL RELATED FASTENERS FROM TOP SURFACE OF THE EXISTING COVER

BOARD. REMOVE EXISTING GUTTERS, AND METAL DOWNSPOUTS.

2.2 ROOF DECK PREPARATION: REPLACE ALL EXISTING DETERIORATED ROOF

DECK COMPONENTS AND BASE THE COST OF THE EXISTING COMPONENT

REPLACEMENT ON THE BASE BID QUANTITY INCLUDED IN THE BID FORM UNDER

THE SECTION ENTITLED “UNIT COSTS”. REPLACE THE MATERIALS WITH

MATERIALS MATCHING ALL CHARACTERISTICS INCLUDING MATERIAL AND SIZE

OF THE EXISTING COMPONENTS. INSTALL ONE LAYER OF SELF-ADHERED

UNDERLAYMENT OVER REPLACED MATERIALS.

2.3 COVER BOARD AND INSULATION: INSTALL ONE LAYER OF THE

DESIGNATED THICKNESS OF INSULATION OVER THE EXISTING OR NEW

UNDERLAYMENT. INSTALL ONE LAYER OF COVER BOARD OVER THE

POLYISOCYANURATE INSULATION.

2.4 UNDERLAYMENT: PREPARE ALL ROOF SURFACES TO RECEIVE THE NEW

UNDERLAYMENT AS REQUIRED BY THE UNDERLAYMENT MANUFACTURER.

APPLY PRIMER OVER ALL COVER BOARD SURFACES. APPLY ONE PLY OF HIGH

TEMPERATURE SELF-ADHERED UNDERLAYMENT OVER ALL COVER BOARD

SURFACES AND OVER DESIGNATED ADJACENT SURFACES. APPLY AN

ADDITIONAL UNDERLAYMENT PLY OVER ALL VALLEYS AND OVER ALL PRIMED

METAL FLASHING FLANGES. INSTALL ADDITIONAL PLIES OF SELF-ADHERED

UNDERLAYMENT TO FORM A 10'-0" WIDE STRIP OF DOUBLE LAYER OF

SELF-ADHERED UNDERLAYMENT AT THE PEAK OF THE ARCHED ROOFS.

2.5 METAL ROOF PANELS: INSTALL A 24 GAUGE AZ-50 GALVALUME STEEL

STANDING SEAM ROOF PANELS WITH STIFFENING RIBS USING STAINLESS STEEL

CONCEALED CLIPS FABRICATED WITH THERMALLY MOVABLE COMPONENTS.

SECURE CLIPS THROUGH THE ROOFING ASSEMBLY AND INTO THE EXISTING

STEEL DECK. (SEE SPECIFICATION SECTION 07 41 10).

2.6 METAL FLASHINGS: INSTALL METAL FLASHINGS WITH FULLY WELDED

NON-MOVING SEAMS AND SECURE WITH STAINLESS STEEL FASTENERS AS

REQUIRED TO COMPLY WITH THE DESIGNATED WIND PRESSURES.

2.7 GUTTERS AND DOWNSPOUTS: FABRICATE AND INSTALL SLOPED GUTTERS

AND DOWNSPOUTS. GUTTERS AND DOWNSPOUTS WILL BE PRE-PAINTED WITH

SAFETY PAINT AND PER OWNER'S DIRECTION. INSERT THE DOWNSPOUTS INTO

THE EXISTING STORM LINES AT GRADE WITH NEW SHEET METAL TRANSITIONS.

PROVIDE SQUARE TO ROUND TRANSITIONS TO STORM DRAINS. MATCH THE

EXISTING DOWNSPOUT LOCATIONS.

2.8 PLUMBING VENT FLASHINGS: REMOVE ALL EXISTING PLUMBING AND FLUE

VENT FLASHINGS. EXTEND EXISTING PIPES WHERE REQUIRED TO MAINTAIN AN

8 INCH MINIMUM HEIGHT ABOVE THE NEW FINISHED ROOF SURFACE. INSTALL

PLUMBING VENT METAL FLASHINGS AND STAINLESS STEEL VANDAL-RESISTANT

CAPS.

2.9 VALLEY FLASHING: AT VALLEY FLASHING INSTALL TWO LAYERS OF

SELF-ADHERED UNDERLAYMENT WITH TOP LAYER EXTENDING 12" BEYOND BASE

LAYER ON EACH SIDE, INSTALLED SHINGLE-STYLE. INSTALL 24 GAUGE AZ-50

GALVALUME STEEL VALLEY FLASHING WITH 3" TALL DIVERTER. VALLEY FLASHING

TRANSITIONS TO BE MINIMUM 8" OVERLAP. VALLEY FLASHING TO BE MAXIMUM 4'

IN LENGTH. FULLY SOLDER CAP AT ROOF EDGE. SEE SPECIFICATION SECTION

07 62 00.

2.9A ALTERNATE: INSTALLATION OF A VALLEY DIVERTER: PROVIDE OWNER

WITH AN ALTERNATE PRICE FOR THE INSTALLATION OF AN ELEVATED VALLEY

DIVERTER PER DETAIL B/A5.4.

3.0 LIGHTNING PROTECTION:

3.1 LIGHTNING PROTECTION: REMOVE ALL LIGHTNING PROTECTION

ASSEMBLY COMPONENTS ATTACHED TO THE ROOFING ASSEMBLY, INCLUDING

BUT NOT LIMITED TO, AIR TERMINALS, CONDUCTOR CABLES, ATTACHMENT

COMPONENTS, AND RELATED FASTENERS. REPLACE ALL EXISTING LIGHTNING

PROTECTION WITH NEW COMPONENTS THAT WILL BE COMPATIBLE WITH THE

NEW ROOFING ASSEMBLY. WHERE EXISTING LIGHTNING PROTECTION DOES

NOT EXIST, INSTALL A NEW LIGHTNING PROTECTION ASSEMBLY. TIE-IN THE NEW

LIGHTNING PROTECTION ASSEMBLY COMPONENTS WITH THE EXISTING

LIGHTNING PROTECTION GROUNDING COMPONENTS USING BI-METAL

CONNECTORS WHERE MATERIAL COMPATIBILITY WILL NOT AFFECT THE NEW

ROOFING ASSEMBLY. INSTALL ALL LIGHTNING PROTECTION ASSEMBLIES AND

COMPONENTS BY A QUALIFIED, LICENSED LIGHTNING PROTECTION INSTALLER

WITH A MINIMUM OF 5 YEARS EXPERIENCE IN THE INSTALLATION OF LIGHTNING

PROTECTION SYSTEMS IN ACCORDANCE WITH NFPA-780 AND ALL APPLICABLE

BUILDING CODES. UL MASTER LABEL REQUIRED UPON COMPLETION.

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

N.T.S. G1.3

SCOPE OF WORK

BUILDINGS INCLUDED

IN THE SCOPE OF WORK

UENN

PROPOSED STAGING AREA

(SEE CONSTRUCTION NOTE 2)

BUILDING 2 -

SEE ENLARGED PLANS ON

SHEETS A2.1, A2.1.1 AND A2.1.2

CONSTRUCTION NOTES:

1. CONSTRUCTION LIMITS: LIMITS ARE WITHIN 10 FEET MAXIMUM OF BUILDINGS EXCEPT WHERE OTHERWISE

INDICATED.

2. CONSTRUCTION STAGING AREA: FENCE PERIMETER USING 8'-0" HIGH CHAIN LINK FENCE. COORDINATE IN THE

FIELD WITH REPRESENTATIVE FROM THE OWNER.

3. ACCESSABLE PATH: THE ACCESSABLE PATH MUST BE LEFT UNIMPEDED THROUGHOUT THE CONSTRUCTION.

PROVIDE BARRIERS BETWEEN THE CONSTRUCTION AND THE ACCESSABLE PATH AS NECESSARY TO PROVIDE SAFE

ACCESS.

4. SAFETY PLAN: CONTRACTOR TO SUBMIT SAFETY PLAN WHICH CLEARLY DELINEATES AREAS FOR CONSTRUCTION, SAFETY BARRIERS, EXITS, CONSTRUCTION TRAFFIC DURING VARIOUS PHASES OF THE PROJECT AND WHEN CONDITIONS CHANGE. CONTRACTOR TO CONFORM WITH REQUIREMENTS IN FBC-B, FFPC 1-16.1 AND NFPA 241.

LEGEND

BUILDING 5 -

SEE ENLARGED PLANS ON

SHEETS A2.2, A2.2.1, AND A2.2.2

BUILDING 4 -

NOT IN CONTRACT

SCALE: N.T.S.G1.3

1 SITE PLAN

OVERALL

SCALE: 2G1.3

2 AERIAL VIEW

OVERALL

UENN

BUILDING 2

BUILDING 5

BUILDING 4

N.I.C.

BUILDING -

N.I.C.

BUILDING -

N.I.C.

BUILDING -

N.I.C.

G1.4N.T.S.

OVERALL SITE PLAN

AND AERIAL VIEW

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

EXISTING WALL BELOW

A3.1

NEW GUTTER ASSEMBLY

NEW GUTTER ASSEMBLY NEW GUTTER ASSEMBLYEXISTING WALL BELOW

A4.1

A A5.2

B A5.1

A A5.4

A A5.1

C A5.2 A

A5.3 A

A5.3

VALLEY VA

A A5.2

A A5.4

B A5.1

A A5.4

B A5.1

A A5.1

C A5.2

10'

DS# 1 DS# 2 DS# 3 DS# 4 DS# 5 DS# 6 DS# 7 DS# 8

DS# 16 DS# 15 DS# 14 DS# 12 DS# 11 DS# 10 DS# 9DS# 13

A4.1

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

A2.13/32" = 1'-0"

BUILDING 2 -

PROPOSED ROOF PLAN

A A5.2

A A5.1

A A5.4

C A5.5

C A5.2

SLOPE

A A5.6

B A5.6

A,B A5.5

XX.X

STRUCTURAL

DECK

EXISTING

UNDERLAYMENT

ROOF

FLASHINGS

DRAINAGE

R O

O F

A R

E A

D E

N A

N G

2" P

O N

B O

-1

N G

G A

. G A

E D

E L

D E

C K

R S

EXISTING

INSULATION

G B

O U

S U

N D

E, G

-5

M E

B A

O F

D E

N "D

O U

L O

C K

-L O

C K

C U

D " M

D B

G E

G C

O M

-P

L D

NEW METAL

PANELS

D A5.5

N G

" C O

B O

A R

EXISTING

COVERBOARD

N E

W M

. R

-1

N U

N B

M U

R S

NEW

INSULATION

N E

/2 " C

R B

O A

R D

NEW

COVERBOARD

NEW

UNDERLAYMENT

N E

W H

-T E

M P

E R

R E

S E

-A

D H

E R

E D

U N

D E

N T

N E

W P

R E

-P A

D G

M E

E L

S H

PROPOSED ROOFING ASSEMBLY -

STANDING SEAM METAL ROOFING - BUILDING 2

DS#

LEGEND

SYMBOL DESCRIPTION DETAIL

SCOPE OF

WORK ITEM

ROOF EDGE WITH GUTTER &

DOWNSPOUTS

2.7

PLUMBING VENT 2.8

BUILDING LINE BELOW

ADDITIONAL SELF ADHERED

UNDERLAYMENT AT RIDGE TOP

2.4

ROOFING ASSEMBLY - TYPE 1

STANDING SEAM METAL ROOF

PANELS

1.O & 2.0

LIGHTNING PROTECTION AIR

TERMINALS

3.0

FLUE VENT 2.8

METAL ROOF PANEL SLOPE

DOWNSPOUT DESIGNATION

DETAIL/WALL SECTION

DESIGNATION

ELEVATION DESIGNATION

NEW CONSTRUCTION NOTES

1. GUTTERS AND DOWNSPOUTS: INSTALL NEW GUTTERS AND NEW DOWNSPOUTS IN

SAME LOCATIONS AS WHERE THEY WERE REMOVED. INSTALL GUTTER EXPANSION JOINTS

CENTERED IN BETWEEN DOWNSPOUT LOCATIONS, NO MORE THAN 50 FEET APART IN

LONG, STRAIGHT RUNS AND NO MORE THAN 25 FEET FROM ANY FIXED CORNER. SEE

DETAILS ON SHEET A5.7.

2. ONE-PIECE TRANSITION FLASHINGS: INSTALL NEW ONE-PIECE TRANSITION

FLASHINGS WITH ALL ADHERED NON-MOVING JOINTS. PREPARE IN-PLACE MOCKUP FOR

OWNER AND A/E APPROVAL.

TRUE / PLAN

NORTH

SCALE: 3/32" = 1'-0"A2.1

1 PROPOSED ROOF PLAN

BUILDING 2 -

KEY PLAN

BUILDING 2

SCOPE OF WORK

THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE

FOLLOWING:

1.0 GENERAL:

1.1 ENGINEERING: CONDUCT PULL TESTS OF THE EXISTING ROOF DECK.

PROVIDE ENGINEERING CALCULATIONS PREPARED BY A FLORIDA LICENSED

STRUCTURAL ENGINEER INCLUDING THE CLIP AND FASTENER SPACING FOR

EACH ROOF WIND ZONE. SUBMIT PULL TEST RESULTS AND THE ENGINEERING

CALCULATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCEMENT OF

THE ROOFING INSTALLATION. SEE DRAWINGS FOR WIND PRESSURES.

1.2 SUBSTRATE PREPARATION: PREPARE, REPAIR, OR REPLACE ALL

SURFACES AS NECESSARY TO COMPLY WITH REQUIREMENTS INCLUDING BUT

NOT LIMITED TO: WIND UPLIFT REQUIREMENTS, MANUFACTURER'S

RECOMMENDATIONS, BUILDING CODE REQUIREMENTS, AND RELEVANT

INDUSTRY STANDARDS. PRIOR TO INSTALLATION OF THE ROOFING ASSEMBLY

SUBMIT A WRITTEN APPROVAL TO THE ARCHITECT, FROM THE MANUFACTURER

OF THE ROOFING ASSEMBLY THAT ALL SUBSTRATES ARE PROPERLY PREPARED

FOR THE INSTALLATION OF THE ASSEMBLY.

1.3 WARRANTY: THE NEW ROOFING ASSEMBLY IS TO BE EXAMINED AND

APPROVED BY THE MANUFACTURER'S OF THE ROOFING ASSEMBLY AND SHALL

RECEIVE A 20 YEAR NDL LABOR AND MATERIAL WARRANTY AGAINST DEFECTS

AND LEAKS. THE CONTRACTOR SHALL SUBMIT A 5 YEAR NDL WARRANTY FOR

ALL WORK AGAINST DEFECTS AND LEAKS UPON COMPLETION OF THE WORK.

ADJUST THE SCOPE OF WORK AS REQUIRED TO OBTAIN THIS WARRANTY. SEE

SPEC. SECTION 07 41 10.

2.0 STANDING SEAM METAL ROOF PANEL ASSEMBLY:

2.1 DEMOLITION: REMOVE ALL EXISTING ROOFING COMPONENTS INCLUDING

BUT NOT LIMITED TO; EXISTING STANDING SEAM METAL ROOF PANELS,

UNDERLAYMENT, METAL FLASHINGS INCLUDING DRIP EDGES, RAKE FLASHINGS

AND ALL RELATED FASTENERS FROM TOP SURFACE OF THE EXISTING COVER

BOARD. REMOVE EXISTING GUTTERS, AND METAL DOWNSPOUTS.

2.2 ROOF DECK PREPARATION: REPLACE ALL EXISTING DETERIORATED ROOF

DECK COMPONENTS AND BASE THE COST OF THE EXISTING COMPONENT

REPLACEMENT ON THE BASE BID QUANTITY INCLUDED IN THE BID FORM UNDER

THE SECTION ENTITLED “UNIT COSTS”. REPLACE THE MATERIALS WITH

MATERIALS MATCHING ALL CHARACTERISTICS INCLUDING MATERIAL AND SIZE

OF THE EXISTING COMPONENTS. INSTALL ONE LAYER OF SELF-ADHERED

UNDERLAYMENT OVER REPLACED MATERIALS.

2.3 COVER BOARD AND INSULATION: INSTALL ONE LAYER OF THE

DESIGNATED THICKNESS OF INSULATION OVER THE EXISTING OR NEW

UNDERLAYMENT. INSTALL ONE LAYER OF COVER BOARD OVER THE

POLYISOCYANURATE INSULATION.

2.4 UNDERLAYMENT: PREPARE ALL ROOF SURFACES TO RECEIVE THE NEW

UNDERLAYMENT AS REQUIRED BY THE UNDERLAYMENT MANUFACTURER.

APPLY PRIMER OVER ALL COVER BOARD SURFACES. APPLY ONE PLY OF HIGH

TEMPERATURE SELF-ADHERED UNDERLAYMENT OVER ALL COVER BOARD

SURFACES AND OVER DESIGNATED ADJACENT SURFACES. APPLY AN

ADDITIONAL UNDERLAYMENT PLY OVER ALL VALLEYS AND OVER ALL PRIMED

METAL FLASHING FLANGES. INSTALL ADDITIONAL PLIES OF SELF-ADHERED

UNDERLAYMENT TO FORM A 10'-0" WIDE STRIP OF DOUBLE LAYER OF

SELF-ADHERED UNDERLAYMENT AT THE PEAK OF THE ARCHED ROOFS.

2.5 METAL ROOF PANELS: INSTALL A 24 GAUGE AZ-50 GALVALUME STEEL

STANDING SEAM ROOF PANELS WITH STIFFENING RIBS USING STAINLESS STEEL

CONCEALED CLIPS FABRICATED WITH THERMALLY MOVABLE COMPONENTS.

SECURE CLIPS THROUGH THE ROOFING ASSEMBLY AND INTO THE EXISTING

STEEL DECK. (SEE SPECIFICATION SECTION 07 41 10).

2.6 METAL FLASHINGS: INSTALL METAL FLASHINGS WITH FULLY WELDED

NON-MOVING SEAMS AND SECURE WITH STAINLESS STEEL FASTENERS AS

REQUIRED TO COMPLY WITH THE DESIGNATED WIND PRESSURES.

2.7 GUTTERS AND DOWNSPOUTS: FABRICATE AND INSTALL SLOPED GUTTERS

AND DOWNSPOUTS. GUTTERS AND DOWNSPOUTS WILL BE PRE-PAINTED WITH

SAFETY PAINT AND PER OWNER'S DIRECTION. INSERT THE DOWNSPOUTS INTO

THE EXISTING STORM LINES AT GRADE WITH NEW SHEET METAL TRANSITIONS.

PROVIDE SQUARE TO ROUND TRANSITIONS TO STORM DRAINS. MATCH THE

EXISTING DOWNSPOUT LOCATIONS.

2.8 PLUMBING VENT FLASHINGS: REMOVE ALL EXISTING PLUMBING AND FLUE

VENT FLASHINGS. EXTEND EXISTING PIPES WHERE REQUIRED TO MAINTAIN AN

8 INCH MINIMUM HEIGHT ABOVE THE NEW FINISHED ROOF SURFACE. INSTALL

PLUMBING VENT METAL FLASHINGS AND STAINLESS STEEL VANDAL-RESISTANT

CAPS.

2.9 VALLEY FLASHING: AT VALLEY FLASHING INSTALL TWO LAYERS OF

SELF-ADHERED UNDERLAYMENT WITH TOP LAYER EXTENDING 12" BEYOND BASE

LAYER ON EACH SIDE, INSTALLED SHINGLE-STYLE. INSTALL 24 GAUGE AZ-50

GALVALUME STEEL VALLEY FLASHING WITH 3" TALL DIVERTER. VALLEY FLASHING

TRANSITIONS TO BE MINIMUM 8" OVERLAP. VALLEY FLASHING TO BE MAXIMUM 4'

IN LENGTH. FULLY SOLDER CAP AT ROOF EDGE. SEE SPECIFICATION SECTION

07 62 00.

2.9A ALTERNATE: INSTALLATION OF A VALLEY DIVERTER: PROVIDE OWNER

WITH AN ALTERNATE PRICE FOR THE INSTALLATION OF AN ELEVATED VALLEY

DIVERTER PER DETAIL B/A5.4.

3.0 LIGHTNING PROTECTION:

3.1 LIGHTNING PROTECTION: REMOVE ALL LIGHTNING PROTECTION

ASSEMBLY COMPONENTS ATTACHED TO THE ROOFING ASSEMBLY, INCLUDING

BUT NOT LIMITED TO, AIR TERMINALS, CONDUCTOR CABLES, ATTACHMENT

COMPONENTS, AND RELATED FASTENERS. REPLACE ALL EXISTING LIGHTNING

PROTECTION WITH NEW COMPONENTS THAT WILL BE COMPATIBLE WITH THE

NEW ROOFING ASSEMBLY. WHERE EXISTING LIGHTNING PROTECTION DOES

NOT EXIST, INSTALL A NEW LIGHTNING PROTECTION ASSEMBLY. TIE-IN THE NEW

LIGHTNING PROTECTION ASSEMBLY COMPONENTS WITH THE EXISTING

LIGHTNING PROTECTION GROUNDING COMPONENTS USING BI-METAL

CONNECTORS WHERE MATERIAL COMPATIBILITY WILL NOT AFFECT THE NEW

ROOFING ASSEMBLY. INSTALL ALL LIGHTNING PROTECTION ASSEMBLIES AND

COMPONENTS BY A QUALIFIED, LICENSED LIGHTNING PROTECTION INSTALLER

WITH A MINIMUM OF 5 YEARS EXPERIENCE IN THE INSTALLATION OF LIGHTNING

PROTECTION SYSTEMS IN ACCORDANCE WITH NFPA-780 AND ALL APPLICABLE

BUILDING CODES. UL MASTER LABEL REQUIRED UPON COMPLETION.

AutoCAD SHX Text

XX.X

10'

2'2'

2 33

3 3

2 2

2'2'

10'

20'-3"

40'-6"

20'-3"

7'-9" 15'-6" 7'-9"

T/METAL EDGE

13'-10" AFF

T/CURVED RIDGE

23'-10" AFF

T/CURVED RIDGE

20'-2" AFF

T/CURVED RIDGE

23'-10" AFF

T/METAL EDGE

13'-10" AFF

T/METAL EDGE

13'-10" AFF

T/METAL EDGE

13'-10" AFF

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

A2.1.13/32" = 1'-0"

BUILDING 2 -

WIND UPLIFT PRESSURE ROOF PLANKEY PLAN

BUILDING 2

TRUE / PLAN

NORTH

SCALE: 3/32" = 1'-0"A2.1.1

1 WIND UPLIFT PRESSURE ROOF PLAN

BUILDING 2 -

AutoCAD SHX Text ASCE 7-16, Vult=150 mph, Vasd= 116 mph wind, category III

AutoCAD SHX Text Exposure "C", Kd = 0.85, h = 25 ft., ENCLOSED BUILDING: GCpi = %%P 0.18.

AutoCAD SHX Text

%%UWIND DESIGN FOR ROOFING COMPONENTS AND CLADDING:

AutoCAD SHX Text

WIND UPLIFT PRESSURES SHOWN ARE GROSS PRESSURES FOR

AutoCAD SHX Text

CORNER ZONE, EDGE ZONE, AND FIELD ZONE FOR

AutoCAD SHX Text

ROOF COMPONENTS AND CLADDING (C & C).

AutoCAD SHX Text

%%UWIND UPLIFT PRESSURE LEGEND:

AutoCAD SHX Text

ZONE 2' - ARCH ZONE

AutoCAD SHX Text

ZONE 2 - EDGE ZONE

AutoCAD SHX Text

ZONE 1 - FIELD ZONE

AutoCAD SHX Text

-71.00 PSF

AutoCAD SHX Text

-33.38 PSF

AutoCAD SHX Text

-30.20 PSF

AutoCAD SHX Text

ASCE 7-16

AutoCAD SHX Text

AREA %%U<%%U 10 SF.

AutoCAD SHX Text

WIND HAS BEEN CHECKED FOR AN ENCLOSED STRUCTURE AT EACH

AutoCAD SHX Text

ROOF SLOPE AND HIGHEST WIND PRESSURES ARE SHOWN FOR EACH AREA.

AutoCAD SHX Text

ROOF C & C

AutoCAD SHX Text

DESIGN PRESSURES

AutoCAD SHX Text

ZONE 3 - CORNER ZONE

AutoCAD SHX Text CODES: FLORIDA BUILDING CODE 2020 (7TH ED) AND ASCE 7-16 FLORIDA BUILDING CODE 2020 (7TH ED) AND ASCE 7-16 'A' DIMENSION = 10'

AutoCAD SHX Text

-71.00 PSF

ALL PRESSURES ARE ALLOWABLE STRESS DESIGN (ASD). DEPTH OF PERIMETER AND CORNER ZONES FROM ROOF EDGE - 'a' DIMENSION IS 10 FEET

VALLEY

SLOPE SLOPE

P E

DS# 1 DS# 2 DS# 3 DS# 4 DS# 6 DS# 7 DS# 8

DS# 16 DS# 15 DS# 14 DS# 12 DS# 11 DS# 10 DS# 9DS# 13

P E

GEJ GEJ GEJ GEJGEJGEJ

GEJ GEJ GEJGEJGEJGEJ GEJ

DS# 5

TRUE / PLAN

NORTH

ROOF DRAINAGE CALCULATION

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

A2.1.23/32" = 1'-0"

BUILDING 2 -

PROPOSED ROOF DRAINAGE PLAN

SCALE: 3/32" = 1'-0"A2.1.2

1 PROPOSED ROOF DRAINAGE PLAN

BUILDING 2 -

KEY PLAN

BUILDING 2

SLOPE

DS#

LEGEND

SYMBOL DESCRIPTION

NEW ROOF EDGE PERIMETER.

(SEE SCOPE OF WORK ITEM 2.6)

NEW GUTTER WITH

DOWNSPOUTS.

(SEE SCOPE OF WORK ITEM 2.7)

EXISTING BUILDING LINE BELOW

NEW VALLEY

DOWNSPOUT DESIGNATION

METAL ROOF PANEL SLOPE

GUTTER SLOPE

GUTTER EXPANSION JOINT

(SEE DETAIL B/A5.7)

SPECIFIC NOTE LOCATION

NEW CONSTRUCTION NOTES

1. GUTTERS AND DOWNSPOUTS: INSTALL NEW GUTTERS AND NEW DOWNSPOUTS IN

SAME LOCATIONS AS WHERE THEY WERE REMOVED. INSTALL GUTTER EXPANSION JOINTS

CENTERED IN BETWEEN DOWNSPOUT LOCATIONS, NO MORE THAN 50 FEET APART IN

LONG, STRAIGHT RUNS AND NO MORE THAN 25 FEET FROM ANY FIXED CORNER. SEE

DETAILS ON SHEET A5.7.

2. ONE-PIECE TRANSITION FLASHING: INSTALL NEW ONE-PIECE TRANSITION FLASHING

WITH ALL ADHERED NON-MOVING JOINTS. PREPARE IN-PLACE MOCKUP FOR OWNER AND

A/E APPROVAL.

GEJ

EXISTING WALL BELOW

NEW GUTTER ASSEMBLY

NEW GUTTER

ASSEMBLY

A3.2

VALLEY

VALL

EXISTING WALL BELOW

EXISTING BOLLARD

BELOW

10'

NEW GUTTER ASSEMBLY

EXISTING BOLLARD

BELOW

A4.1

B A5.1

A4.1

A A5.4

A4.1

A A5.2

B A5.1

A4.1

B A5.1

A A5.2

A4.1

A A5.2

A A5.4

A4.1

A A5.2

B A5.1

A4.1

B A5.1

A A5.1

C A5.2

DS# 8

DS# 1 DS# 2

DS# 3

DS# 4

DS# 5

DS# 7

DS# 6

EXISTING

WALL BELOW

A2.23/32" = 1'-0"

BUILDING 5 -

PROPOSED ROOF PLAN

SHEET

REVISIONS

NUMBER TYPE DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

3246 LAKEVIEW OAKS DRIVE LONGWOOD, FLORIDA 32779

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

CAS / NHR

APPROVED BY:

DRAWN BY:

JPA CONSTRUCTION DOCS

PROJECT NUMBER:

PHASE:

19-066

ENGINEER: FEBRUARY 9, 2021DATE:

ORLANDO, FLORIDA

ORANGE COUNTY - PUBLIC WORKS

ROOFING REPLACEMENT PROJECT

BUILDINGS 2 AND 5

PROPOSED ROOFING ASSEMBLY -

STANDING SEAM METAL ROOFING - BUILDING 5

SCALE: 3/32" = 1'-0"A2.2

1 PROPOSED ROOF PLAN

BUILDING 5 -

KEY PLAN

BUILDING 5

TRUE / PLAN

NORTH

STRUCTURAL

DECK

EXISTING

UNDERLAYMENT

ROOF

FLASHINGS

DRAINAGE

R O

O F

A R

E A

D E

N A

N G

2" P

O N

B O

-1

N G

G A

. G A

E D

E L

D E

C K

R S

EXISTING

INSULATION

G B

O U

S U

N D

NEW METAL

PANELS

N G

" C O

B O

A R

EXISTING

COVERBOARD

N E

W M

. R

-1

N U

N B

M U

R S

NEW

INSULATION

N E

/2 " C

R B

O A

R D

NEW

COVERBOARD

NEW

UNDERLAYMENT

N E

W H

-T E

M P

E R

R E

S E

-A

D H

E R

E D

U N

D E

N T

A A5.2

A A5.1

A A5.4

C A5.5

C A5.2

SLOPE

A A5.6

B A5.6

A,B A5.5

XX.X

D A5.5

DS#

LEGEND

SYMBOL DESCRIPTION DETAIL

SCOPE OF

WORK ITEM

ROOF EDGE WITH GUTTER &

DOWNSPOUTS

2.7

PLUMBING VENT 2.8

BUILDING LINE BELOW

ADDITIONAL SELF ADHERED

UNDERLAYMENT AT RIDGE TOP

2.4

ROOFING ASSEMBLY - TYPE 1

STANDING SEAM METAL ROOF

PANELS

1.O & 2.0

LIGHTNING PROTECTION AIR

TERMINALS

3.0

FLUE VENT 2.8

METAL ROOF PANEL SLOPE

DOWNSPOUT DESIGNATION

DETAIL/WALL SECTION

DESIGNATION

ELEVATION DESIGNATION

NEW CONSTRUCTION NOTES

1. GUTTERS AND DOWNSPOUTS: INSTALL NEW GUTTERS AND NEW DOWNSPOUTS IN

SAME LOCATIONS AS WHERE THEY WERE REMOVED. INSTALL GUTTER EXPANSION JOINTS

CENTERED IN BETWEEN DOWNSPOUT LOCATIONS, NO MORE THAN 50 FEET APART IN

LONG, STRAIGHT RUNS AND NO MORE THAN 25 FEET FROM ANY FIXED CORNER. SEE

DETAILS ON SHEET A5.7.

2. ONE-PIECE TRANSITION FLASHINGS: INSTALL NEW ONE-PIECE TRANSITION

FLASHINGS WITH ALL ADHERED NON-MOVING JOINTS. PREPARE IN-PLACE MOCKUP FOR

OWNER AND A/E APPROVAL.

SCOPE OF WORK

THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE

FOLLOWING:

1.0 GENERAL:

1.1 ENGINEERING: CONDUCT PULL TESTS OF THE EXISTING ROOF DECK.

PROVIDE ENGINEERING CALCULATIONS PREPARED BY A FLORIDA LICENSED

STRUCTURAL ENGINEER INCLUDING THE CLIP AND FASTENER SPACING FOR

EACH ROOF WIND ZONE. SUBMIT PULL TEST RESULTS AND THE ENGINEERING

CALCULATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCEMENT OF

THE ROOFING INSTALLATION. SEE DRAWINGS FOR WIND PRESSURES.

1.2 SUBSTRATE PREPARATION: PREPARE, REPAIR, OR REPLACE ALL

SURFACES AS NECESSARY TO COMPLY WITH REQUIREMENTS INCLUDING BUT

N…

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