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1613910.20.16PDKS

Project no:Date:Drawn by:Project Architect:

Revisions:

THESE DRAWINGS ARE FOR THE EXCLUSIVEUSE OF GLIDDEN SPINA + PARTNERS, INC.

AND MAY NOT BE DUPLICATED,REPRODUCED OR USED IN ANY MANNER

WITHOUT THE EXPRESS WRITTEN CONSENTOF GLIDDEN SPINA + PARTNERS, INC. ALL

RIGHTS RESERVED.

10.20.16 BID/PERMIT

CVR

CO

VE

R S

HE

ET

HE

RM

ES

- C

VR

.DW

G

SHEET INDEX

NO. SHEET TITLE

ARCHITECTURAL

CVR COVER SHEET

A3.0.1 WALL PARTITION TYPES & DETAILS

MECHANICAL

M0.1 MECHANICAL NOTES, LEGENDS & INDEX

M2.1

PLUMBING

P0.1 PLUMBING NOTES, LEGENDS & INDEX

P2.1

ELECTRICAL

E0.1 ELECTRICAL NOTES, LEGENDS & INDEX

SOLID INDICATES A PREVIOUS DRAWING THAT HAS BEEN MODIFIED UNDER THEASSOCIATED REVISION

HOLLOW INDICATES SHEET THAT IS ENTIRELY NEW UNDER THE ASSOCIATED REVISION

Keith M. Spina # AR13419

207 SIXTH STREET

WEST PALM BEACH, FLORIDA 33401

ph: 561.684.6844 • gliddenspina.com

FL Lic. # AA26002399

A r c h i t e c t u r e • I n t e r i o r D e s i g n

E2.1 UPPER LEVEL ELECTRICAL PLAN

LOWER LEVEL Sanitary PLAN

M2.2

LOWER LEVEL MECHANICAL FLOOR PLAN

UPPER LEVEL MECHANICAL FLOOR PLAN

Royal Poinciana Plaza Suite 301

1408 Orange Ave.

Ft. Pierce, FL 34950

TEL: 772.595.1744

MEP Engineer

Kamm Consulting

A1.1.1

SECOND FLOOR DEMOLITION PLAN & general notesAS2.1

FIRST FLOOR DEMOLITION PLANAD1.1

FIRST FLOOR PLAN

A2.1.1 SECOND FLOOR PLAN

Palm Beach, FL 33480

PERMIT / BID SET 10-20-2016

First and Second Floor

340 Royal Poinciana Plaza

LOCATION MAP

project location

THE SCOPE OF THE PROJECT INVOLVES MINOR MODIFICATIONS OF 3,273 S.F. of EXISTINGVACANT TENANT SPACE ON THE GROUND FLOOR AND 4,661 S.F. ON THE SECOND FLOOR OFROYAL POINCIANA PLAZA (TOTAL = 7,934 S.F.). FUTURE RENOVATION OF SPACE WILL REQUIREMECHANICAL, PLUMBING, AND ELECTRICAL REWORK.

-FLORIDA BUILDING CODE 5th edition-Florida fire prevention code 5th edition-NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION,ALTERATION, AND DEMOLITION OPERATIONS, 2009 edition-NFPA-70 2008 EDITION - NATIONAL ELECTRIC CODE-NFPA-72 2007 EDITION-NFPA-13 2002 EDITION

CONSTRUCTION TYPE

TYPE IA, SPRINKLERED

CLASSIFICATION OF WORK:FLORIDA EXISTING BUILDING CODE 5th editionSECTION 404 - ALTERATION = LEVEL II

OCCUPANCY TYPE

CLASSIFICATION TYPE GROUP M MERCANTILEOCCUPANCY LOAD 1 PER 30 SF (1ST FLOOR) = 110 PERSONS

1 PER 60 SF (2ND FLOOR) = 78 PERSONSTOTAL = 188 PERSONS

OCCUPANT FINISHES:NOT INCLUDED IN DEMOLITION PLAN- FUTURE TENANT IMPROVEMENTS UNDER SEPARATEPERMIT(S)

THE BUILDING HAS AN EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM. G.C. TO SUBMITFOR SEPARATE FIRE SPRINKLER PERMIT FOR ANY CHANGES TO THE EXISTING FIRESPRINKLER SYSTEM AND FIRE ALARM SYSTEM. FIRE SPRINKLER ARE NOT INCLUDED PARTOF THIS SET AS THERE ARE LESS THAN 49 HEADS AND ARE NOT REQUIRED TO BEINCLUDED PART OF PERMIT SET.

low voltage plans shall be submitted as a separate permit

FOR FUTURE TENANT WORK - fire department shall be notified prior toshutting down any fire protection system and notified again when systemis returned to normal operation

all exit requirements shall be maintained during FUTURE TENANTconstruction.

N.O.C. shall be fileD with the clerk of the court. if the work describedin the n.o.c. is not actually comMenced within 90 days, such notice shallbe null and void. post n.o.c. on the construction site before finalinspectioN.

SCOPE OF WORK

BUILDING CODE ANALYSIS

M2.3 ROOF MECHANICAL FLOOR PLAN

NOTES:AS PER CODE SECTION 105.3.1.2 (3)...A CONTRACTOR I, CONTRACTOR II OR CONTRACTOR IV, CERTIFIED UNDER SECTION633.521 FLORIDA STATUTES, MAY DESIGN A FIRE SPRINKLER SYSTEM OF 49 OR FEWERHEADS AND MAY DESIGN THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IFTHE ALTERATION CONSISTS OF THE RELOCATION, ADDITION OR DELETION OF NOTMORE THAN 49 HEADS, NOTWITHSTANDING THE SIZE OF THE EXISTING FIRE SPRINKLERSYSTEM.

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6

7

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8

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9'-2"

29'-2"

12

TYP.

12

TYP.

13

14

2

4

15

16

17 18

10

10

19

20

8

16

17

7

11

16

5

TYP.

SUITE 301GROUND FLOOR

2 2

2 25

TYP.

16'-11" +/-

17'-41 2" +/-

up

34 34

34

34

34

34

34

34343434

EXISTING PARTITION WALL AND CEILING TO BE REMOVED

NO WORK IN THIS AREA

SHADED AREA DENOTES EXISTING BUILDING TO REMAIN ASIS, NO WORK IN THIS AREA.

1 remove existing non-load bearing wall AND EXISTING EQUIPMENT; notify architectprior to removal if found to be load bearing

2 EXISTING STEEL COLUMNS TO REMAIN, TYP.

3 EXISTING CAST IRON PLUMBING LINE TO REMAIN

4 EXISTING PVC PLUMBING LINE TO BE CAPPED

EXISTING DOOR, HARDWARE, AND ALL RELATED ACCESSORIES TO BE REMOVED.

REMOVE ANY REMAINING EXISTING FLOOR FINISHES AND MASTIC/ GROUT. LEAVE SLAB IN SMOOTH CONDITION.

where wall remains, drywall is to remain, REMOVE & DISPOSE OF EXISTING BASE

EXISTING LIGHTING TO BE REMOVED.

remove appliances

remove existing plumbing fixtures; cap existing plumbing

23

8

9

existing wall to remain5

6

7

EXISTING ELEVATOR, ELEVATOR FINISHES, RELATED EQUIPMENT 10AND ELEVATOR DOOR TO REMAIN.

EXISTING STAIRS TO REMAIN. carpet and handrails to be removed.11

and tile; related equipment that can be reused (such as electrical outlets & switches

EXISTING exterior doors & windows to remain12

EXISTING alarm panel to be removed13

EXISTING fire sprinkler system to remain 14

EXISTING fire extinguisher cabinet to be Remain15

EXISTING a.c.t. or drywall ceiling and related equipment to be removed. 16

EXISTING mechanical ductwork, vents and related equipment to be removed17

EXISTING fire alarm to be relocated; see mep drawings18

area beneath stairs not part of scope of work.19

fire sprinkler equipment to remain.

existing ahu to remain in space; carefully disconnect ductwork and electrical.20unit is to be reused by new tenant. take care as to not damage equipment.

21

22

EXISTING safe and related equipment to be removed.24

EXISTING door to remain.25

ladder to roof & roof access to remain.26

phone demarcation board to remain27

where wall does not remain, remove drywall, base, tile and related equipment.

note, ahu is to remain

or emergency light) are to remain; take care not to damage remaining drywall

all cabinetry, lockers and built-in's to be removed.28

remove all i.t. equipment29

see electrical plans for electrical panel modifications30

fire alarm to remain31

lighting to remain32

existing interior window to be removed33

remove any existing window blinds and related equipment.34

11. G.C. SHALL PATCH/REPAIR ALL EXISTING GYP. BD. TO REMAIN & RESTORE TO LIKE NEWCONDITION.

12. structure, including all steel columns and load bearing walls, to remain unlessnoted. contractor to ensure structural stability prior to removal.

13. ALL EXTERIOR WINDOWS AND DOORS TO REMAIN.

14. NO MODIFICATIONS TO EXTERIOR ELEVATIONS.

NOTES: GENERAL CONTRACTOR MAY NEED ADDITIONAL DIMENSIONS TO COMPLETE DEMOLITIONACCURATELY. SEE SHEET A-1.1.1 FOR NEW LAYOUT.

DEMOLITION, RENOVATION, AND CONSTRUCTION TO COMPLY W/ NFPA 241, "STANDARD FORSAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS"

6.

REMOVAL OF EXISTING WALLS, DOORS AND FRAMES AS SHOWN ON PLAN.

REMOVAL OF ALL EXISTING CEILINGS AND CEILING FIXTURES IN AREA OF DEMOLITION.

REMOVAL OF ALL ELECTRICAL WIRING AND DEVICES AT ALL REMOVED WALLS ANDCEILINGS. ALL WIRING, DEVICES, CONDUIT, AND EQUIPMENT TO BE ABANDONED SHALL BEREMOVED UP TO Panel.

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL AREAS NOT INCLUDED IN THIS WORK.

CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ANY AND ALL DISCREPANCIES TO THEPROPOSED DEMOLITION PRIOR TO EXECUTION OF THE ITEMS IN QUESTION.

CONTRACTOR SHALL DISPOSE OF LIGHT FIXTURES, SWITCHES, AND RECEPTACLES REMOVEDDURING THIS WORK.

AT COMPLETION OF CONSTRUCTION materials SHALL BE DISPOSED OF BY G.C.

REMOVAL OF EXISTING FLOOR FINISHES IN AREAS OF REMOVED WALLS.

REMOVAL OF WALL FINISHES (IF ANY) IN AREAS WHERE WALL IS TO REMAIN.

REMOVAL OF EXISTING PLUMBING FIXTURES AND CAPPING OF ALL EXISTING LINES.

A.

B.

C.

D.

E.

5.

DEMOLITION SHALL INCLUDE:4.

3.

2.

1.

7.

8.

ALL REQUIRED EXITS SHALL BE MAINTAINED DURING CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN REQUIRED FIRE EXTINGUISHER AS REQUIRED BY CODE IN VACANTSPACE.

GC to utilize 1 dumpster that to be located in designated area in the parking lot area.GC to coordinate with owner prior to placement. Dumpster area is to be clear ofdebris at all time.

area to be site clean at all times.

9.

F.

10.

1. refer to mechanical plans.

2. ALL MECHANICAL EQUIPMENT & ductwork TO BE REMOVED except as noted.

3. EXISTING AHu(s) TO REMAIN IN THE SPACE; TAKE CARE AS TO NOT DAMAGE EQUIPMENT.

REMOVE ALL EXISTING LIGHTING FIXTURES IN AREA TO BE DEMOLISHED, INCLUDING ALLASSOCIATED BRANCH CIRCUIT WIRING (CONDUCTORS CONDUITS, FIXTURE WHIPS AND SWITCHWIRING) NO LONGER IN USE.

REMOVE ALL WIRING DEVICES IN EXISTING PARTITION WALL TO BE REMOVED, INCLUDING ALLBRANCH CIRCUIT WIRING (CONDUCTORS AND CONDUIT) NO LONGER IN USE.

2.

1. REfer to electrical plans.

3.

refer to plumbing plans.

REMOVE AND DISPOSE OF ALL EXISTING PLUMBING FIXTURES, unless noted.

CONTRACTOR TO CAP ALL EXISTING WATER AND SANITARY LINES for rework.

1.

2.

3.

1. all FIRE SPRINKLER EQUIPMENT TO REMAIN.

SCALE:

FIRST FLOOR DEMOLITION PLAN1

3/16"=1'-0"

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1613910.20.16PDKS

Project no:Date:Drawn by:Project Architect:

Revisions:

THESE DRAWINGS ARE FOR THE EXCLUSIVEUSE OF GLIDDEN SPINA + PARTNERS, INC.

AND MAY NOT BE DUPLICATED,REPRODUCED OR USED IN ANY MANNER

WITHOUT THE EXPRESS WRITTEN CONSENTOF GLIDDEN SPINA + PARTNERS, INC. ALL

RIGHTS RESERVED.

10.20.16 BID/PERMIT

N

S

EW

GENERAL DEMOLITION NOTES

DEMOLITION KEY NOTES

WALL LEGEND

W

mechaniCAL DEMO NOTES

electrICAL DEMO NOTES

PLUMBING DEMO NOTES

fire sprinkler demo notes

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24

23

23

23

23

23

23

23

23

23

23

23

23

23

2323

2323

23

23

23

23 23

25

25

2625

27

31

22

6

7

9

16

17

8

20

20

6

7

9

16

17

8

21

22

28

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

6

7

9

16

17

8

2

2

2

28

22

28

22

28

29

30

7

11

16

10

6

7

32

16

17

5

TYP.

1

TYP.

33

SUITE 301second FLOOR

2 2 2

2

2

down

34

34

34

34

34

34

34

34

3434

34

34

34

343434

EXISTING PARTITION WALL AND CEILING TO BE REMOVED

NO WORK IN THIS AREA

SHADED AREA DENOTES EXISTING BUILDING TO REMAIN ASIS, NO WORK IN THIS AREA.

1 remove existing non-load bearing wall AND EXISTING EQUIPMENT; notify architectprior to removal if found to be load bearing

2 EXISTING STEEL COLUMNS TO REMAIN, TYP.

3 EXISTING CAST IRON PLUMBING LINE TO REMAIN

4 EXISTING PVC PLUMBING LINE TO BE CAPPED

EXISTING DOOR, HARDWARE, AND ALL RELATED ACCESSORIES TO BE REMOVED.

REMOVE ANY REMAINING EXISTING FLOOR FINISHES AND MASTIC/ GROUT. LEAVE SLAB IN SMOOTH CONDITION.

where wall remains, drywall is to remain, REMOVE & DISPOSE OF EXISTING BASE

EXISTING LIGHTING TO BE REMOVED.

remove appliances

remove existing plumbing fixtures; cap existing plumbing

23

8

9

existing wall to remain5

6

7

EXISTING ELEVATOR, ELEVATOR FINISHES, RELATED EQUIPMENT 10AND ELEVATOR DOOR TO REMAIN.

EXISTING STAIRS TO REMAIN. carpet and handrails to be removed.11

and tile; related equipment that can be reused (such as electrical outlets & switches

EXISTING exterior doors & windows to remain12

EXISTING alarm panel to be removed13

EXISTING fire sprinkler system to remain 14

EXISTING fire extinguisher cabinet to be Remain15

EXISTING a.c.t. or drywall ceiling and related equipment to be removed. 16

EXISTING mechanical ductwork, vents and related equipment to be removed17

EXISTING fire alarm to be relocated; see mep drawings18

area beneath stairs not part of scope of work.19

fire sprinkler equipment to remain.

existing ahu to remain in space; carefully disconnect ductwork and electrical.20unit is to be reused by new tenant. take care as to not damage equipment.

21

22

EXISTING safe and related equipment to be removed.24

EXISTING door to remain.25

ladder to roof & roof access to remain.26

phone demarcation board to remain27

where wall does not remain, remove drywall, base, tile and related equipment.

note, ahu is to remain

or emergency light) are to remain; take care not to damage remaining drywall

all cabinetry, lockers and built-in's to be removed.28

remove all i.t. equipment29

see electrical plans for electrical panel modifications30

fire alarm to remain31

lighting to remain32

existing interior window to be removed33

remove any existing window blinds and related equipment.34

11. G.C. SHALL PATCH/REPAIR ALL EXISTING GYP. BD. TO REMAIN & RESTORE TO LIKE NEWCONDITION.

12. structure, including all steel columns and load bearing walls, to remain unlessnoted. contractor to ensure structural stability prior to removal.

13. ALL EXTERIOR WINDOWS AND DOORS TO REMAIN.

14. NO MODIFICATIONS TO EXTERIOR ELEVATIONS.

NOTES: GENERAL CONTRACTOR MAY NEED ADDITIONAL DIMENSIONS TO COMPLETE DEMOLITIONACCURATELY. SEE SHEET A-1.1.1 FOR NEW LAYOUT.

DEMOLITION, RENOVATION, AND CONSTRUCTION TO COMPLY W/ NFPA 241, "STANDARD FORSAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS"

6.

REMOVAL OF EXISTING WALLS, DOORS AND FRAMES AS SHOWN ON PLAN.

REMOVAL OF ALL EXISTING CEILINGS AND CEILING FIXTURES IN AREA OF DEMOLITION.

REMOVAL OF ALL ELECTRICAL WIRING AND DEVICES AT ALL REMOVED WALLS ANDCEILINGS. ALL WIRING, DEVICES, CONDUIT, AND EQUIPMENT TO BE ABANDONED SHALL BEREMOVED UP TO Panel.

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL AREAS NOT INCLUDED IN THIS WORK.

CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ANY AND ALL DISCREPANCIES TO THEPROPOSED DEMOLITION PRIOR TO EXECUTION OF THE ITEMS IN QUESTION.

CONTRACTOR SHALL DISPOSE OF LIGHT FIXTURES, SWITCHES, AND RECEPTACLES REMOVEDDURING THIS WORK.

AT COMPLETION OF CONSTRUCTION materials SHALL BE DISPOSED OF BY G.C.

REMOVAL OF EXISTING FLOOR FINISHES IN AREAS OF REMOVED WALLS.

REMOVAL OF WALL FINISHES (IF ANY) IN AREAS WHERE WALL IS TO REMAIN.

REMOVAL OF EXISTING PLUMBING FIXTURES AND CAPPING OF ALL EXISTING LINES.

A.

B.

C.

D.

E.

5.

DEMOLITION SHALL INCLUDE:4.

3.

2.

1.

7.

8.

ALL REQUIRED EXITS SHALL BE MAINTAINED DURING CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN REQUIRED FIRE EXTINGUISHER AS REQUIRED BY CODE IN VACANTSPACE.

GC to utilize 1 dumpster that to be located in designated area in the parking lot area.GC to coordinate with owner prior to placement. Dumpster area is to be clear ofdebris at all time.

area to be site clean at all times.

9.

F.

10.

1. refer to mechanical plans.

2. ALL MECHANICAL EQUIPMENT & ductwork TO BE REMOVED except as noted.

3. EXISTING AHu(s) TO REMAIN IN THE SPACE; TAKE CARE AS TO NOT DAMAGE EQUIPMENT.

REMOVE ALL EXISTING LIGHTING FIXTURES IN AREA TO BE DEMOLISHED, INCLUDING ALLASSOCIATED BRANCH CIRCUIT WIRING (CONDUCTORS CONDUITS, FIXTURE WHIPS AND SWITCHWIRING) NO LONGER IN USE.

REMOVE ALL WIRING DEVICES IN EXISTING PARTITION WALL TO BE REMOVED, INCLUDING ALLBRANCH CIRCUIT WIRING (CONDUCTORS AND CONDUIT) NO LONGER IN USE.

2.

1. REfer to electrical plans.

3.

refer to plumbing plans.

REMOVE AND DISPOSE OF ALL EXISTING PLUMBING FIXTURES, unless noted.

CONTRACTOR TO CAP ALL EXISTING WATER AND SANITARY LINES for rework.

1.

2.

3.

1. all FIRE SPRINKLER EQUIPMENT TO REMAIN.

1. THESE CONTRACT DOCUMENTS ARE DIAGRAMMATICONLY. IT IS NOT THE INTENT OF THESE DOCUMENTS TOSHOW EVERY DETAIL OF CONSTRUCTION. THE GENERALCONTRACTOR AND ALL SUBCONTRACTORS SHALLFURNISH AND INSTALL ALL ITEMS NECESSARY FORCOMPLETE SYSTEMS AND A COMPLETE JOB ASINDICATED IN THE CONTRACT DOCUMENTS.

2. THE GENERAL CONTRACTOR AND ALLSUBCONTRACTORS SHALL BE FAMILIAR WITH THECONTRACT DOCUMENTS PRIOR TO SUBMITTING BIDS. ANYDISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR AND PRIMARYSUBCONTRACTORS SHALL VISIT THE SITE TO DETERMINETHE EXISTING CONDITIONS PRIOR TO SUBMITTING BIDSAND SHALL NOTIFY THE ARCHITECT OF ANYDISCREPANCIES OR OMISSIONS WHICH WOULD INTERFEREWITH THE SATISFACTORY COMPLETION OF THE WORK.

4. ALL DIMENSIONS, SPECIFICATIONS AND NOTESPROVIDED HEREIN SHALL BE VERIFIED BY THE GENERALCONTRACTOR AND SUB-CONTRACTORS PRIOR TOPERFORMANCE OF THE WORK. ANY DISCREPANCIESSHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OFTHE ARCHITECT.

5. WHEN TWO OR MORE REQUIREMENTS OR STANDARDSARE SPECIFIED ESTABLISHING DIFFERENT OR CONFLICTINGLEVELS OF QUALITY, THE MOST STRINGENT REQUIREMENTIS INTENDED AND WILL BE ENFORCED. AT NO INCREASE INCONSTRUCTION COST.

6. THE GENERAL CONTRACTOR SHALL MAKE NOCHANGES OR SUBSTITUTIONS WITHOUT WRITTENAPPROVAL BY ADDENDUM OR ARCHITECTSSUPPLEMENTAL INSTRUCTIONS (AGI).

7. CONTRACTOR SHALL MEET WITH THE BUILDING OWNEROR MANAGER PRIOR TO THE BID IN ORDER TO OBTAIN ACOPY OF THE BUILDING STANDARD GUIDELINES AND TODISCUSS THE BUILDING MANAGEMENTS REQUIREMENTSFOR PROTECTION OF PUBLIC SPACES, DAILY CLEANING,CONSTRUCTION, STAGING, MATERIAL, DELIVERIES,LOCATION OF CONSTRUCTION DUMPSTERS, PARKING, ETC.THE COST TO MEET THESE REQUIREMENTS SHALL BEINCLUDED IN THE BASE BID.

8. REPLIES TO ALL REQUESTS FOR INFORMATION (RFI)WILL BE ISSUED TO ALL PRIME BIDDERS, AS ADDENDATO THECONTRACT DOCUMENTS (DRAWINGS ANDSPECIFICATIONS), AND WILL BECOME PART OF THECONTRACT FOR CONSTRUCTION. ORAL CLARIFICATIONWILL NOT BE INCLUDED AS PART OF THE CONTRACTDOCUMENTS.

9. THE GENERAL CONTRACTOR SHALL ENSURE THATALL WORK CONFORMS TO THE LATEST REQUIREMENTSOF APPLICABLE LOCAL, STATE AND FEDERAL CODESAND ORDINANCES.

10. CONTRACT FOR CONSTRUCTION SHALL BE AIADOCUMENT A101, STANDARD FORM FOR AGREEMENTBETWEEN OWNER AND CONTRACTOR, STIPULATED SUM -2007 EDITION AND SHALL INCORPORATE THE latestEDITION OF DOCUMENT A201, GENERAL CONDITIONS.UNLESS OTHERWISE AGREED UPON BY THE OWNER ANDTHE GENERAL CONTRACTOR.

11. THE GENERAL CONTRACTOR SHALL SUBMIT A BARGRAPH CONSTRUCTION SCHEDULE INDICATIVE CRITICALPATH AND NON-CRITICAL PATH WORK ACTIVITIES TO THEARCHITECT AND OWNER FOR REVIEW AND COMMENTPRIOR TO COMMENCING WORK.

12. THE GENERAL CONTRACTOR AND ALLSUBCONTRACTORS SHALL COORDINATE AND OBTAIN ALLPERMITS REQUIRED TO COMPLETE THE CONSTRUCTION OFTHE WORK AS INDICATED ON THE CONTRACTDOCUMENTS.

13. THE GENERAL CONTRACTOR SHALL INCLUDE IN THEBASE BID ALL PERMIT FEES ASSOCIATED WITH THECONSTRUCTION OF THIS PROJECT, INCLUDING BUT NOTLIMITED TO PERMIT FEES FOR GENERAL CONSTRUCTIONAND ALL SUBCONTRACTOR PERMIT FEES.

14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR FULLY COORDINATING ALL ASPECTS OF THECONSTRUCTION INCLUDING CROSS REFERENCING ALLOBVIOUSLY RELATED DOCUMENTS AND DRAWINGS.SHOULD PROBLEMS ARISE OUT OF A LACK OFCOORDINATION IN AREAS THAT COULD HAVEREASONABLY BEEN FORESEEN, NO ADDITIONALPAYMENT SHALL BE WARRANTED OR APPROVED BY THEOWNER OR THE ARCHITECT. SHOULD THE SERVICES OFTHE ARCHITECT AND/OR HIS CONSULTANTS BEREQUIRED TO REMEDY OR REVISE THE CONSTRUCTIONDUE TO ERRORS AND/OR OMISSIONS BY THE GENERALCONTRACTOR AND SUB-CONTRACTORS, COMPENSATIONFOR THESE SERVICES SHALL BE MADE BY THE GENERALCONTRACTOR THROUGH THE CHANGE ORDER PROCESSOR BY SEPARATE AGREEMENT WITH THE ARCHITECTAND/OR HIS CONSULTANTS.

15. ALL WORK DETAILED AND SPECIFIED IN THESECONSTRUCTION DOCUMENTS SHALL BE THERESPONSIBILITY OF THE GENERAL CONTRACTOR WHOSHALL SUBCONTRACT AND/OR ASSIGN PORTIONS OFTHE WORK TO THE MOST QUALIFIED TRADE. FAILURE BYANY SUBCONTRACTOR TO INCLUDE CERTAIN WORKREQUIRED FOR A COMPLETE JOB SHALL NOT RELIEVETHE GENERAL CONTRACTOR OF HIS RESPONSIBILITY ASPART OF THE CONTRACT FOR CONSTRUCTION TOPROVIDE A COMPLETE JOB.

16. THE GENERAL CONTRACTOR SHALL COORDINATEAND ORGANIZE THE CONSTRUCTION PROCESS ANDCOMPLETE SAME IN A MANNER WHICH LEAST IMPACTSTHE ADJOINING COMMON AREAS IN ORDER TO MINIMIZEINCONVENIENCE TO TENANTS.

17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLETO EMPLOY THOSE CONTROL MEASURES NECESSARYTO ENSURE THAT THE BUILDING COMMONS AREAS ASWELL AS EXISTING TENANT SPACES ARE NOT IMPACTEDBY AIRBORNE CONTAMINANTS CAUSED BY THECONSTRUCTION OF THE TENANT SPACE.

18. THE GENERAL CONTRACTOR SHALLBE RESPONSIBLETO ENSURE THAT CONSTRUCTION ACTIVITY SHALL BEPERFORMED IN MANNER SO AS NOT TO ADVERSELYIMPACT THE CONDITION OF ADJACENT PROPERTY,UNLESS SUCH ACTIVITY IS PERMITTED TO AFFECT SAIDPROPERTY PURSUANT TO A CONSENT BY THEAPPLICABLE PROPERTY OWNER, UNDER TERMS &CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTYOWNER.

19. THE GENERAL CONTRACTOR SHALL, BE

RESPONSIBLE TO EMPLOY THOSE CONTROL MEASURES

NECESSARY TO ENSURE THAT NO PROJECT RELATED

POLLUTANTS HAVE ENTERED THE STORM WATER

SYSTEM OR MIGRATED OFFSITE.

20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLETO EMPLOY CONTROL MEASURES NECESSARY TOENSURE THAT CONSTRUCTION RELATED MATERIALSEQUIPMENT AND DEBRIS SHALL NOT REMAIN LOOSE OROTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM24 HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUEDUNTIL THE HURRICANE WATCH OR WARNING HAS BEENLIFTED. ALL SUCH CONSTRUCTION MATERIALS, EQUIPMENTAND DEBRIS SHALL BE EITHER REMOVED FROM THECONSTRUCTION SITE OR SECURED IN SUCH A MANNER ASTO MINIMIZE THE DANGER OF SUCH CONSTRUCTIONMATERIALS, EQUIPMENT AND DEBRIS CAUSING DAMAGETO PERSONS OR PROPERTY FROM HIGH WINDS.

GENERAL NOTES

21. STRUCTURES UNDERGOING CONSTRUCTION,ALTERATION, OR DEMOLITION OPERATIONS SHALLCOMPLY WITH NFPA 241.

22. ALL REQUIRED EXITS SHALL BE MAINTAINEDOPERATIONAL AT ALL TIMES DURING CONSTRUCTION.

23. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLETO EMPLOY CONTROL MEASURES NECESSARY TOENSURE THAT THE CONSTRUCTION PROCESS WILL NOTHINDER OR INTERFERE WITH EMERGENCY RESPONSEACCESS TO THE PROPERTY, DEVELOPMENT ORADJACENT PROPERTIES ( STREETS, ALLEYS, FIRE LANES,ETC.)

24. THE EXISTING FIRE PROTECTION SYSTEM SHALL BEMAINTAINED OPERATIONAL AT ALL TIMES DURINGCONSTRUCTION. GENERAL CONTRACTOR SHALL NOTIFYTHE FIRE DEPARTMENT PRIOR TO SHUTTING DOWN ANYFIRE PROTECTION SYSTEM AND NOTIFY AGAIN WHEN THESYSTEM IS RETURNED TO NORMAL OPERATION.

25. NOC SHALL BE FILED WITH CLERK OF COURT. IF WORKDESCRIBED IN THE NOC IS NOT ACTUALLY COMMENCED IN90 DAYS, SUCH NOTICE IS NULL AND VOID. POST THENOC ON THE CONSTRUCTION SITE BEFORE FINALINSPECTION

26. THE GENERAL CONTRACTOR SHALL DELIVER TOOWNER PRIOR TO FINAL PAYMENT ALL GUARANTIES,WARRANTIES AND TWO COPIES OF ALL MANUALS ANDOPERATING INSTRUCTIONS AND ARRANGE TO GIVEPHYSICAL DEMONSTRATION OF ALL EQUIPMENT TOOWNER OR HIS REPRESENTATIVE.

27. THE GENERAL CONTRACTOR SHALL PROVIDE ANDINSTALL TEMPORARY FIRE EXTINGUISHERS AT ALL TIMESDURING CONSTRUCTION, LOCATED AS REQUIRED BY, NFPA10, NFPA 101, AND NFPA 241.

28. GENERAL CONTRACTOR SHALL SUBMIT SHOPDRAWINGS PRODUCT DATE AND SAMPLES TO THEARCHITECT FOR REVIEW AND COMMENT. SHOP DRAWINGSSHALL BE PRESENTED IN A CLEAN AND THOROUGHMANNER AND SHALL BE OF SUFFICIENT DETAIL ANDSCALE TO INDICATE COMPLIANCE WITH THE CONTRACTDOCUMENTS, MANUFACTURER AND TRADE STANDARDS.THE GENERAL CONTRACTOR SHALL NOTIFY THEARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OFANY DEVIATIONS IN THE SUBMITTALS FROMREQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OFANY DISCREPANCIES IN THE CONTRACT DOCUMENTS.ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE ORALTER THE REQUIREMENTS OF THE CONTRACTDOCUMENTS. THE GENERAL CONTRACTOR ISRESPONSIBLE TO DETERMINE AND VERIFY FIELDDIMENSIONS, FABRICATION PROCESSES AND TECHNIQUESOF CONSTRUCTION. THE SUBMITTALS SHALL BEPROPERLY REVIEWED BY THE GENERAL CONTRACTORPRIOR TO SUBMITTING TO THE ARCHITECT. INCOMPLETE,UNREVIEWED OR UNCERTIFIED (WHEN REQUIRED) SHOPDRAWINGS WILL BE RETURNED TO THE GENERALCONTRACTOR WITHOUT THE ARCHITECTS REVIEW. THEGENERAL CONTRACTOR SHALL SUBMIT A SHOP DRAWINGSCHEDULE INDICATING THE CRITICAL DATES FOR SHOPDRAWINGS SUBMISSION AND DATES THAT REVIEWEDSHOP DRAWINGS; PRODUCT DATA AND SAMPLES WILL BENEEDED. ALLOW SUFFICIENT TIME IN THE SCHEDULE FORARCHITECT REVIEW AND POSSIBLE RESUBMITTALS IFREQUIRED. THE RETURN OF SHOP DRAWINGS TO THEGENERAL CONTRACTOR, WITH OR WITHOUT COMMENT,DOES NOT RELIEVE THE GENERAL CONTRACTOR ANDTHEIR SUB CONTRACTORS OF THE RESPONSIBILITY TOCONSTRUCT THE BUILDING PER THE PLANS ANDSPECIFICATIONS, EVEN THOUGH THE SHOP DRAWINGSMAY INCORRECTLY DEVIATE FROM THE CONSTRUCTIONDOCUMENTS. GS&P, THEIR CONSULTANTS OR THE OWNERARE NOT RESPONSIBLE FOR ANY CORRECTIVECONSTRUCTION RESULTING FROM SHOP DRAWINGS THATDEVIATE FROM THE CONTRACT DOCUMENTS.

29. THE GENERAL CONTRACTOR SHALL VERIFY FINALSELECTION OF ALL FINISHES WITH ARCHITECT ANDOWNER/TENANT PRIOR TO FABRICATION. SUBMITSAMPLES TO ARCHITECT FOR REVIEW AND COMMENTS ASDESCRIBED ABOVE.

30. ALL MATERIALS USED DURING CONSTRUCTION SHALLBE NEW AND FREE FROM BLEMISHES, NO USEDMATERIALS WILL BE ALLOWED, EXCEPT AS NOTED IN THECONSTRUCTION DOCUMENTS.

31. DELIVERY STORAGE AND PROTECTION OF ALLMATERIAL SHALL MEET THE MANUFACTURER'S PRODUCTSTORAGE REQUIREMENTS PRODUCT, REVIEW BY THEARCHITECT AND SHALL PROVIDE COMPLETE PROTECTIONOF PRODUCT.

32. MATERIAL OR SYSTEMS SHALL BE INSTALLEDACCORDING TO EXACT MANUFACTURER'S INSTALLATIONINSTRUCTIONS.

33. THE GENERAL CONTRACTOR SHALL COORDINATEDIRECTLY WITH OWNER/TENANT FOR ALL WORK NOTEDTO BE SUPPLIED BY "OWNER" OR "TENANT".

34. THE GENERAL CONTRACTOR SHALL ENSURE THATALL NEW CONSTRUCTION MUST MEET FEDERAL ANDSTATE ACCESSIBILITY REQUIREMENTS.

35. WHEREVER DISSIMILAR METALS CONTACT EACHOTHER, AND ARE SEPARATED FURTHER ON THE BELOWSCALE THAN BY A SINGLE INTERMEDIATE METAL, THECONTACTING SURFACES SHALL BE INSULATED FROMEACH OTHER BY A BITUMINOUS COATING, 15# ASPHALTSATURATED FELT OR OTHER ARCHITECT APPROVEDMEANS. METALS ARRANGED IN ORDER OF GALVANICACTIVITY: ALUMINUM, ZINC, GALVANIZED IRON, TIN ONSTEEL, LEAD (HARD), STAINLESS STEEL, COPPER, ANDMONEL.

36. THE GENERAL CONTRACTOR AND THE APPROPRIATESUBCONTRACTORS SHALL COORDINATE THE LOCATIONOF OUTLETS, SWITCHES, THERMOSTATS, ETC. WITH THEFURNITURE LAYOUT AND WITH CONSIDERATION GIVEN TOTHE PLACEMENT OF ART, PICTURES, PLAQUES, ETC. THISSHALL BE REVIEWED WITH THE ARCHITECT AND TENANT.

37. UPON COMPLETION OF THE WORK SPECIFIED IN THECONTRACT DOCUMENTS THE GENERAL CONTRACTORSHALL DEVELOP A PUNCH LIST OF ITEMS THAT NEED TOBE COMPLETED, MODIFIED, CORRECTED OR REPLACED.UPON COMPLETION OF THE WORK ITEMS IDENTIFIED IN THEPUNCH LIST THE ARCHITECT WILL VISIT THE SITE TOREVIEW THE STATUS OF THE WORK. IF THE ARCHITECTDEEMS THE WORK SUBSTANTIALLY COMPLETE THEARCHITECT WILL DEVELOP A PUNCH LIST OF MINOR WORKITEMS TO ACCOMPANY THE CERTIFICATE OFSUBSTANTIAL COMPLETION.

38. PRIOR TO FINAL COMPLETION, CONTRACTOR SHALLTHOROUGHLY CLEAN ALL SURFACES.

39. ALL LABOR AND MATERIALS SHALL BE GUARANTEEDFOR A MINIMUM PERIOD OF ONE (1) YEAR FROM DATE OFSUBSTANTIAL COMPLETION, EXCEPT LONGER ASREQUIRED IN THE DRAWINGS AND/OR SPECIFICATIONS.

SCALE:

SECOND FLOOR DEMOLITION PLAN1

3/16"=1'-0"

AD2.1

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80

1613910.20.16PDKS

Project no:Date:Drawn by:Project Architect:

Revisions:

THESE DRAWINGS ARE FOR THE EXCLUSIVEUSE OF GLIDDEN SPINA + PARTNERS, INC.

AND MAY NOT BE DUPLICATED,REPRODUCED OR USED IN ANY MANNER

WITHOUT THE EXPRESS WRITTEN CONSENTOF GLIDDEN SPINA + PARTNERS, INC. ALL

RIGHTS RESERVED.

10.20.16 BID/PERMIT

N

S

EW

GENERAL DEMOLITION NOTES

DEMOLITION KEY NOTES

WALL LEGENDmechanICAL DEMO NOTES

electrICAL DEMO NOTES

PLUMBING DEMO NOTES

fire sprinkler demo notes

P:\

16\H

ER

MES 3

01 &

303 R

PP

-16139\H

ER

MES -

AD

2.1

AD

2.d

wg

, 10/2

0/2

016 2

:03:2

3 P

M, D

WG

To

PD

F.p

c3, 1:1

17'-6" +/-

16'-1012" +/-

1'-31 2" +/-

1

TYP.

2

2

2

22

3

3

3

4

8

5

6

7

1

9

1

9

10

10

10

10

135°

47'-6

"

55'-212"17'-01

2" +/-

58'-512"3"12'-101

2"

5"

5"

10 10

SUITE 301GROUND FLOOR

17'-41 2" +/-

17

up

alignfinishes

align

2

18

18

EXISTING WALL

NEW 1 HR FIRE RATED WALL TO EXTEND TO DECK ABOVE -SEE DETAIL 1/A3.1.1

SHADED AREA DENOTES EXISTING BUILDING TO REMAIN ASIS, NO WORK IN THIS AREA.

1 repair or patch existing drywall to LIKE new condition

2 1 hr rated shaft wall; see section 2/3.0.1

3 new 1 hr fire rated wall; see DTL. 1/A3.0.1

4 EXISTING DOOR

5 new wall face to align with face of existing wall; finishes to align

6 new wall face to align with face of existing column

7 new wall to clear existing window

8 existing ahu to remain in space

9 floor to be in smooth condition

10 AREA TO BE SPRINKLERED

11

12 new wall to clear existing window and to intersect with existing wall

---

13 EXISTING FIRE ALARM

14 EXISTING PHONE DEMARCATION BOARD

15 EXISTING ROOF LADDER

16 ELECTRICAL PANELS; SEE ELECTRICAL PLANS

AS PER CODE SECTION 105.3.1.2 (3)...A CONTRACTOR I, CONTRACTOR II OR CONTRACTOR IV, CERTIFIED UNDER SECTION 633.521FLORIDA STATUTES, MAY DESIGN A FIRE SPRINKLER SYSTEM OF 49 OR FEWER HEADSAND MAY DESIGN THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF THEALTERATION CONSISTS OF THE RELOCATION, ADDITION OR DELETION OF NOT MORE THAN49 HEADS, NOTWITHSTANDING THE SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM.

17 EXISTING CAST IRON PLUMBING LINE

18 demising wall to be built-out around existing; verify dimensions in field

1. G.C. SHALL PATCH/REPAIR ALL EXISTING GYP. BD. TO REMAIN & RESTORE TOLIKE NEW CONDITION.

SCALE:

FIRST FLOOR PLAN1

3/16"=1'-0"

A1.1.1

RO

YA

L P

OIN

CIA

NA

PL

AZ

A 3

01

& 3

03

FIR

ST

FL

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- A

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34

80

1613910.20.16PDKS

Project no:Date:Drawn by:Project Architect:

Revisions:

THESE DRAWINGS ARE FOR THE EXCLUSIVEUSE OF GLIDDEN SPINA + PARTNERS, INC.

AND MAY NOT BE DUPLICATED,REPRODUCED OR USED IN ANY MANNER

WITHOUT THE EXPRESS WRITTEN CONSENTOF GLIDDEN SPINA + PARTNERS, INC. ALL

RIGHTS RESERVED.

10.20.16 BID/PERMIT

GENERAL NOTES

FLOOR PLAN KEY NOTES

WALL LEGEND

N

S

EW

P:\

16\H

ER

MES 3

01 &

303 R

PP

-16139\H

ER

MES -

A1.1

.1 F

P1.d

wg

, 10/2

0/2

016 9

:58:3

2 A

M, D

WG

To

PD

F.p

c3, 1:1

1

9

1

9

1

TYP.

1

TYP.

1

TYP.

1

TYP.

1

TYP.

2

2

2

2

4

8

8

4

131415

16

SUITE 301second FLOOR

down

4

min. 44"clear

EXISTING WALL

NEW 1 HR FIRE RATED WALL TO EXTEND TO DECK ABOVE -SEE DETAIL 1/A3.1.1

SHADED AREA DENOTES EXISTING BUILDING TO REMAIN ASIS, NO WORK IN THIS AREA.

1 repair or patch existing drywall to LIKE new condition

2 1 hr rated shaft wall; see section 2/3.0.1

3 new 1 hr fire rated wall; see DTL. 1/A3.0.1

4 EXISTING DOOR

5 new wall face to align with face of existing wall; finishes to align

6 new wall face to align with face of existing column

7 new wall to clear existing window

8 existing ahu to remain in space

9 floor to be in smooth condition

10 AREA TO BE SPRINKLERED

11

12 new wall to clear existing window and to intersect with existing wall

---

13 EXISTING FIRE ALARM

14 EXISTING PHONE DEMARCATION BOARD

15 EXISTING ROOF LADDER

16 ELECTRICAL PANELS; SEE ELECTRICAL PLANS

AS PER CODE SECTION 105.3.1.2 (3)...A CONTRACTOR I, CONTRACTOR II OR CONTRACTOR IV, CERTIFIED UNDER SECTION 633.521FLORIDA STATUTES, MAY DESIGN A FIRE SPRINKLER SYSTEM OF 49 OR FEWER HEADSAND MAY DESIGN THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF THEALTERATION CONSISTS OF THE RELOCATION, ADDITION OR DELETION OF NOT MORE THAN49 HEADS, NOTWITHSTANDING THE SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM.

17 EXISTING CAST IRON PLUMBING LINE

18 demising wall to be built-out around existing; verify dimensions in field

1. G.C. SHALL PATCH/REPAIR ALL EXISTING GYP. BD. TO REMAIN & RESTORE TOLIKE NEW CONDITION.

SCALE:

SECOND FLOOR PLAN1

3/16"=1'-0"

A2.1.1

RO

YA

L P

OIN

CIA

NA

PL

AZ

A 3

01

& 3

03

SE

CO

ND

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. Sp

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# A

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L L

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A26002399

A r

c h

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inci

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Pla

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alm

Be

ach

, F

L 3

34

80

1613910.20.16PDKS

Project no:Date:Drawn by:Project Architect:

Revisions:

THESE DRAWINGS ARE FOR THE EXCLUSIVEUSE OF GLIDDEN SPINA + PARTNERS, INC.

AND MAY NOT BE DUPLICATED,REPRODUCED OR USED IN ANY MANNER

WITHOUT THE EXPRESS WRITTEN CONSENTOF GLIDDEN SPINA + PARTNERS, INC. ALL

RIGHTS RESERVED.

10.20.16 BID/PERMIT

N

S

EW

GENERAL NOTES

FLOOR PLAN KEY NOTES

WALL LEGEND

P:\

16\H

ER

MES 3

01 &

303 R

PP

-16139\H

ER

MES -

A2.1

.1 F

P2.d

wg

, 10/2

0/2

016 1

0:0

1:0

7 A

M, D

WG

To

PD

F.p

c3, 1:1

2F

2F

2F

@ F

LO

OR

TYPIC

AL P

LAN

@ C

EIL

ING

@ D

ECK

UL No. U499STC Rating N/A

318"

INT INT

EXISTING STRUCTURE ABOVE

FLOOR DECK

5/8" TYPE X GWB EA SIDE - LEVEL 4 FINISH

2 1/2" STH22 C-H STUDS @ 16" oc

GAS POWER ACTUATED FASTENERS

STANDARD J BOTTOM TRACK

CEILING (FUTURE NIC)

COMPRESSIBLE FOAM BACKER ROD AND

FIRE RATED SEALANT BOTH SIDES

STANDARD J TOP TRACK

COMPRESSIBLE FOAM BACKER ROD AND

FIRE RATED SEALANT

(1) 1" TYPE X GWB SHAFT LINER PANELS

SMOKE PARTITION WHERE INDICATED

EXISTING DEMISING WALL

@ F

LO

OR

TYPIC

AL P

LAN

@ C

EIL

ING

@ D

ECK

STRUCTURE ABOVE

FLOOR DECK71

4"

INT

UL No. U465where indicated

12"

5/8" TYPE X GWB - LEVEL 4 FINISH TYPICAL

6" 20 ga MINIMUM @ 16" oc (REFERENCE

STRUCTURAL AND/OR MANUFACTURER'S

SPAN TABLES L/360 MAX DEFLECTION)

6" UNFACED FIBERGLASS OR MINERAL

WOOL ACOUSTIC BATT INSULATION

(UNLESS SPECIFIED OTHERWISE)

BASE (FUTURE - NIC)

12"

GAS POWER ACTUATED FASTENERS

COMPRESSIBLE FOAM BACKER ROD AND

ACOUSTIC SEALANT BOTH SIDES

HEMMED EDGE BOTTOM TRACK

HORIZ U BRACING-BRACKETS @ 4' oc VERT

OR AS REQ'D BY STRUCTURAL OR

MANUFACTURER

CEILING (FUTURE NIC)

1/2" GAP AT STUD TOP TO ALLOW FOR

DEFLECTION OF STRUCTURE

COMPRESSIBLE FOAM BACKER ROD AND

FIRE SEALANT BOTH SIDES

SLOTTED TOP TRACK

INT

STL TRACK DRAFTSTOP @ 10'-0" & 10'-6"

- SEAL ALL AROUND

EXIST.

SCALE:

VERTICAL SHAFT WALL DETAIL2

1 1/2"=1'-0"

A3.0.1

RO

YA

L P

OIN

CIA

NA

PL

AZ

A 3

01

& 3

03

DE

TA

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- A

3.0

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S.D

WG

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A r

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34

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l Po

inci

ana

Pla

zaP

alm

Be

ach

, F

L 3

34

80

1613910.20.16PDKS

Project no:Date:Drawn by:Project Architect:

Revisions:

THESE DRAWINGS ARE FOR THE EXCLUSIVEUSE OF GLIDDEN SPINA + PARTNERS, INC.

AND MAY NOT BE DUPLICATED,REPRODUCED OR USED IN ANY MANNER

WITHOUT THE EXPRESS WRITTEN CONSENTOF GLIDDEN SPINA + PARTNERS, INC. ALL

RIGHTS RESERVED.

10.20.16 BID/PERMIT

SCALE:

DEMISING WALL SECTION1

1 1/2"=1'-0"

4D. Gypsum Board* -- As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied horizontally.Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on oppositesides of studs need not be staggered. Gypsum panels fastened to framing with 1 in. long Type S steel screws 1-1/2 in.from board edges, 3 in. from board edge and every 8 in. OC in the field. Screws spaced a max 12 in. along the top andbottom edges of the wall.

NATIONAL GYPSUM CO -- Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW.

5. Joint Tape and Compound -- Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads;paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thickgypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Papertape and joint compound may be omitted when gypsum boards are supplied with square edges.

6. Resilient Channel -- (Optional) -- 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portionattached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws.

6A. Steel Framing Members (Not Shown)* -- As an alternate to Item 3, furring channels and resilient sound isolation clipas described below:

a. Furring Channels -- Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicularto studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tiedtogether with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends ofadjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in.long at the midpoint of the overlap, with one screw on each flange of the channel.

b. Steel Framing Members* -- Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., andsecured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channelsare friction fitted into clips.

PAC INTERNATIONAL INC -- Type RSIC-1.

6B. Steel Framing Members* -- Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6).Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are frictionfitted into clips, and then clips are secured to the stud with min. 1 in. long Type S-12 panhead steel screws through thecenter hole of the clip and the resilient channel flange.

KEENE BUILDING PRODUCTS CO INC -- Type RC Assurance.

7. Wall and Partition Facings and Accessories* -- (Optional, Not shown) -- Nominal 1/2 in. thick, 4 ft wide panels, foroptional use as an additional layer on one or both sides of the assembly. Panels attached in accordance withmanufacturer's recommendations. When the QR-510 panel is installed between the steel framing and the UL Classifiedgypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastenertype and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated orintended as a substitute for the required layer(s) of UL Classified Gypsum Board.

QUIET SOLUTION INC -- Type QuietRock QR-510.*Bearing the UL Classification Mark

Design No. ul U465January 9, 2012Nonbearing Wall Rating -- 1 HR.

1. Floor and Ceiling Runners -- Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from min No. 25 MSG galvsteel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

2. Steel Studs -- Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSGgalv steel spaced 24 in. OC max.

3. Batts and Blankets* -- (Optional) -- Mineral wool or glass fiber batts partially or completely filling stud cavity.See Batts and Blankets (BZJZ) category for names of Classified companies.

3A. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 3) -- Spray applied cellulose material. The fiber isapplied with water to completely fill the enclosed cavity in accordance with the application instructions supplied withthe product. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLCType AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosedcavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C -- Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

3B. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulationmaterial. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied withthe product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.

NU-WOOL CO INC -- Cellulose Insulation

4. Gypsum Board* -- 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type Ssteel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented verticallyand staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furringchannels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC.

AMERICAN GYPSUM CO -- Types AG-C, AGX-1BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO -- Type DBX-1.CANADIAN GYPSUM COMPANY -- Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.CERTAINTEED GYPSUM INC -- Types 1, EGRG, ProRoc Type X, ProRoc Type C.CERTAINTEED GYPSUM CANADA INC -- ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant.GEORGIA-PACIFIC GYPSUM L L C -- Types 5, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6.LAFARGE NORTH AMERICA INC -- Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A.NATIONAL GYPSUM CO -- Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6.PABCO BUILDING PRODUCTS L L C, DBAPABCO GYPSUM -- Type PG-C, PG-11 or PG-9.PANEL REY S A -- Type PRX.SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -- Type EX-1TEMPLE-INLAND FOREST PRODUCTS CORP -- Type X, Veneer Plaster Base - Type X, Water Rated - Type X,

4A. Gypsum Board* -- (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges,applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on oppositesides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered orbacked by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels areapplied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally.

CANADIAN GYPSUM COMPANY -- Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.CERTAINTEED GYPSUM INC -- ProRoc Type X, ProRoc Type C.CERTAINTEED GYPSUM CANADA INC -- ProRoc Type X, ProRoc Type C.GEORGIA-PACIFIC GYPSUM L L C -- Types DAP, DAPC, DGG, DS.LAFARGE NORTH AMERICA INC -- Type LGFC6A, LGFC-C/AUNITED STATES GYPSUM CO -- T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.USG MEXICO S A DE C V -- Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

4B. Gypsum Board* -- (As an alternate to Items 4 or 4A) -- Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A withscrew length increased to 1-1/4 in.

CANADIAN GYPSUM COMPANY -- Types AR, IP-AR.UNITED STATES GYPSUM CO -- Types AR, IP-AR.USG MEXICO S A DE C V -- Types AR, IP-AR.

4C. Gypsum Board* -- As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square edges, appliedhorizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edgejoints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed bysteel framing.

TEMPLE-INLAND FOREST PRODUCTS CORP -- GreenGlass Type X.

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