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S001S101S102S201S202A000A100A101A102A103A104A105A106A200A201A300A301A302A500A501A502A503A700E000E100E101E102

TITLE SHEET

STRUCTURAL NOTESFOUNDATION PLANPATIO FRAMING PLANDETAILSDETAILSSCHEDULES & NOTESREDUCED FIRST FLOOR PLANREDUCED SECOND FLOOR PLANDEMOLITION FIRST FLOOR PLANDEMOLITION SECOND FLOOR PLANFIRST FLOOR PLANSECOND FLOOR PLANSOFFIT FRAMING PLANELEVATIONSELEVATIONSSECTIONSSECTIONSSECTIONSDETAILSDETAILSDETAILSDETAILSPHOTOSSCHEDULES & NOTESFIRST FLOOR ELECTRICAL/LIGHTING PLANSECOND FLOOR ELECTRICAL/LIGHTING PLANREFLECTED CEILING PLAN

01528 W JEFFERSON STTALLAHASSEE, FLORIDA32301

DRAWING INDEX

KAPPA KAPPA GAMMA PORCH RENOVATIONKAPPA KAPPA GAMMATALLAHASSEE, FLORIDA

BUILDING AND FIRE CODES

THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARYPROPERTY OF MLD ARCHITECTS INC. AND SHALL NOT BE COPIED OR REPRODUCEDWITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPAREDFOR THE USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OFTHESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRESTHE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHERPROJECT IS NOT AUTHORIZED.

ELECTRONIC DISTRIBUTION OF THESE DOCUMENTS IS NOT AUTHORIZED, UNLESSSPECIFICALLY APPROVED BY PROJECT ARCHITECT IN WRITING.

VICINITY MAP

AERIAL PHOTO

DISCLAIMER

SCOPE OF WORK

BRIEFLY AND WITHOUT FORCE AND EFFECT UPON THE CONTRACT DOCUMENTS,THE WORK OF THE CONTRACT CAN BE SUMMARIZED AS FOLLOWS:

THE WORK INCLUDES DEMOLITION OF EXISTING BALCONY DECK AND STAIRS, ANDCONSTRUCTION OF NEW BALCONY AND STAIRS.

FLORIDA BUILDING CODE, (FBC-B) FIFTH EDITION /2016 SUPPLEMENTSFLORIDA EXISTING BUILDING CODE, (FBC-EB) FIFTH EDITIONFLORIDA FIRE PREVENTION CODE, (FFPC) FIFTH EDITIONFLORIDA ACCESSIBILITY CODE (FAC), FIFTH EDITIONNATIONAL ELECTRICAL CODE, (NEC) 2011 EDITIONASCE STANDARD 7-10 (STRUCTURAL WIND LOAD CRITERIA)

FLORIDA PRODUCT APPROVAL

AS REQUIRED BY FLORIDA STATUTE 553.842 AND FLORIDA ADMINISTRATIVECODE 9B-72, PROVIDE INFORMATION AND PRODUCT APPROVAL NUMBER(S)ON THE BUILDING COMPONENTS UTILIZED ON THE CONSTRUCTION PROJECTREQUIRING PERMITTING AFTER APRIL 1, 2004. REFER TOWWW.FLORIDABUILDING.ORG FOR MORE INFORMATION.

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01

DEMOLITION NOTES

GENERAL NOTES

1. THE EXISTING OVERALL PORCH PLANS ARE FORINFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL FIELDVERIFY ALL DIMENSIONS, ALL PROJECTIONS THROUGHROOFS, AND ALL CONDITIONS.

2. BEFORE SUBMITTING PROPOSAL FOR THE WORK, EACHBIDDER WILL BE HELD TO HAVE EXAMINED THE PREMISES ANDSATISFIED HIMSELF AS TO THE EXISTING CONDITIONS UNDERWHICH HE WILL BE OBLIGED TO OPERATE AND COMPLETE THEWORK UNDER THIS CONTRACT. NO ALLOWANCE WILL BEMADE SUBSEQUENTLY IN THIS CONNECTION ON BEHALF OFTHE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HISPART.

3. NORMAL OPERATIONS OF THE FACILITY SHALL CONTINUEDURING DEMOLITION AND CONSTRUCTION. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THEWORK WITH ALL SUBCONTRACTORS AND SEQUENCEDEMOLITION AND CONSTRUCTION TO MINIMIZEINTERRUPTIONS TO NORMAL OPERATIONS OF THE FACILITY.

4. ALL PROPOSED INTERRUPTIONS TO OPERATIONS, SERVICESAND EQUIPMENT SHALL BE REVIEWED WITH AND APPROVEDBY THE OWNER PRIOR TO STARTING SUCH WORK. UNLESSOTHERWISE APPROVED IN WRITING, ONLY WEEKEND OREVENING INTERRUPTIONS ON UTILITIES SHALL BE APPROVED.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXITWAYS CLEAR. WHERE AN EXIT MUST BE TEMPORARILYBLOCKED, CONTRACTOR SHALL PROVIDE THE REQUIREDBARRICADES AND DIRECTIONAL SIGNS FOR TEMPORARYEXITING AND SAFETY.

6. CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLESAFEGUARDS FOR SAFETY AND HEALTH INCLUDING POSTINGDANGER SIGNS, AND OTHER WARNING AGAINST HAZARDS,AS WELL AS PROMULGATING SAFETY REGULATIONS.

7. CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BYTHE OWNER FOR ON SITE STORAGE OF CONSTRUCTIONMATERIALS.

8. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTINGSURFACES AND SHALL BE RESPONSIBLE FOR RETURNING ALLDISTURBED SOD AND REPAIR ALL DAMAGED AREAS(MATERIALS, FINISHES, LANDSCAPING, ETC.) TO THEIRORIGINAL CONDITION. SURFACES SHALL BE REPAIRED TOMATCH THE EXISTING ADJACENT UNDAMAGED SURFACES.

9. CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISE ATALL TIMES AND SHALL CLEAN CONSTRUCTION SITE OF ALLDEBRIS AT COMPLETION OF THE JOB AND BEFORE FINALPAYMENT IS MADE.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATERINTRUSION AND WATER DAMAGE TO THE BUILDING INTERIORFOLLOWING EXISTING MEMBRANE TEAR-OFF.

11.ALL NEW ROOFING MEMBRANE, MEMBRANE FLASHING,PEDISTALS AND PAVERS, AND ROOF ACCESSORIESPROVIDED BY ROOFING MANUFACTURER SHALL BECONSIDERED A "ROOFING SYSTEM" AND SHALL PROVIDE A ULCLASS 'A' FIRE RATING AND F.M. I-90 WIND UPLIFTCLASSIFICATION

12.ALL FLASHING SHALL CONFORM TO MANUFACTURER'SRECOMMENDATIONS, AND COMPLY WITH RECOMMENDEDDETAILS OF NRCA ROOFING AND WATERPROOFING MANUALAND ARCHITECTURAL SHEET METAL MANUAL, BY THE SHEETMETAL AND AIR CONDITIONING CONTRACTORS NATIONALASSOCIATION, INC. (SMACNA).

13.ROOFING MANUFACTURER TO PROVIDE SPECIFIED 20 YEARWARRANTY, WITH NON PRORATED, NO PENAL SUM, AND NODOLLAR LIMIT WARRANTY TO INCLUDE THE ROOF SYSTEM.ALL OVERBURDEN (PAVERS/PEDESTALS) SHALL BE INCLUDEDIN ROOFERS WARRANTY.

GENERAL NOTES CONTINUED

CAUTION: CONTRACTOR TO PROVIDE WORKER SAFETYBARRICADES AT ROOF EDGES IN ACCORDANCE WITH OSHAREGULATIONS.

1. CONTRACTOR SHALL FIELD VERIFY ALL THE ITEMS TO BEREMOVED AS INDICATED ON THE PLANS WITHIN THE WORKAREA. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITIONAND RENOVATION AS REQUIRED FOR NEW WORK.

2. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORKWITH OWNER, ARCHITECT AND SUB-CONTRACTORS.

3. CAREFULLY REMOVE EXISTING LIGHTING BOXES AND FIXTURES.REMOVE CONDUIT AND CONDUCTORS BACK TO JUNCTIONBOX AND TEMPORARILY TERMINATE PROPERLY. REMOVE ALLNON-FUNCTIONING WIRES AND CONDUIT.

4. PROTECT/REMOVE EXISTING BRICK PAVERS TO PREVENTDAMAGE. DAMAGED PAVERS WILL BE THE CONTRACTORSRESPONSIBILITY TO REPLACE, TO MATCH.

5. REMOVE EXISTING PLANTS THAT MAY INTERFERE WITHCONSTRUCTION. SALVAGE FOR POSSIBLE TRANSPLANT.

6. REMOVE EXISTING WOOD BALCONY AND STAIRS TAKING CARENOT TO DAMAGE ANY EXISTING FINISHES TO REMAIN. ALLDAMAGED FINISHES TO REMAIN WILL BE THE CONTRACTORSRESPONSIBILITY TO REPAIR/REPLACE IF DAMAGED.

7. REMOVE EXISTING BRICK PAVERS NECESSARY TO EXCAVATEFOR FOUNDATIONS OF COLUMNS. SALVAGE FORREINSTALLATION.

16.CONTRACTOR SHALL SEPARATE ALL DISSIMILAR METALS WITHASPHALT COATING.

17.JOINT SEALANT MANUFACTURERS TO PROVIDE 20 YEARWARRANTY ON SILICONE JOINT SEALANT AND 5 YEARWARRANTY ON POLYURETHANE JOINT SEALANT. PAINTMANUFACTURER SHALL PROVIDE 2 YEAR WARRANTY ONEXTERIOR PAINT SYSTEMS.

18.CONTRACTOR AND INSTALLER SHALL PROVIDE 2 YEARUNLIMITED LABOR AND MATERIAL WARRANTY ON MEMBRANEROOFING SYSTEMS, JOINT SEALANT. PAINTING AND COATINGSYSTEMS.

19.ALL WORK SHALL COMPLY WITH APPLICABLE OSHA AND E.P.A.REGULATIONS AND GUIDELINES.

20.ALL WORK SHALL COMPLY WITH THE CURRENT FLORIDABUILDING CODE.

21.CONTRACTOR SHALL LIST AN EMERGENCY TELEPHONENUMBER WHERE HE OR SHE MAY BE REACHED 24 HOURS ADAY, SEVEN DAYS A WEEK, DURING THE ENTIRE PERIOD OFCONTRACT TIME. THIS TELEPHONE NUMBER SHALL BEPROVIDED AT THE PRECONSTRUCTION CONFERENCE.

RENOVATION NOTES

1. EXCAVATED FOR FOUNDATIONS AS NECESSARY. INSTALLNEW CAST IN PLACE CONCRETE FOOTINGS AS DETAILED.REINSTALL BRICK PAVERS TO MATCH.

2. INSTALL COLUM SUPPORT AS DETAILED. CONSTRUCTREMAINDER OF BALCONY AS INDICATED AND DETAILED.INSTALL BACKER ROD AND BOND BREAKER TAPE ATPERIMETER JOINT AT HOUSE. APPLY PREMIUM SILICONESEALANT (DOW CORNING) 90) IN JOINT.

3. INSTALL STAIR AS NOTED AND DETAILED. CLEAN ANDPREPARE STEEL STAIR PROPERLY. PRIME AND PAINT ALL STEELAND CONCRETE ON STAIR TO PROVIDE TREADIBLE SURFACE.PROVIDE PAINT MANUFACTURER APPROVAL OF SUBSTRATETO ARCHITECT PRIOR TO APPLYING COATINGS. PROVIDEMANUFACTURER APPROVAL OF SUBSTRATE TO ARCHITECTPRIOR TO APPLYING COATINGS. PROVIDE MANUFACTURERAPPROVAL OF APPLICATION AFTER COATINGS ARE APPLIED.

4. INSTALL ELECTRICAL DEVICES AS INDICATED, NOTED,DETAILED AND SCHEDULED. CONTRACTOR IS RESPONSIBLEFOR CALCULATING LOADS AND ADDING CIRCUITS IFNECESSARY. ALL FIXTURES TO BE SEALED/WATERPROOF ANDRATED TO BE USED OUTDOORS. ALL CONDUCTORS SHALL BEENCLOSED IN CONDUIT OF FLEXIBLE CONDUIT RATED FOROUTDOOR USE.

ELECTRICAL NOTES

1. PRIOR TO BIDDING, FIELD VERIFY ALL ELECTRICALMODIFICATIONS.

2. CONTRACTOR SHALL INITIALLY TEST ALL APPLICABLEELECTRICAL SYSTEMS WITHIN 14 DAYS OF NTP. CONTRACTORSHALL IMMEDIATELY NOTIFY ARCHITECT OF NON-OPERATIONALSYSTEMS.

3. DISCONNECT, REROUTE, EXTEND AND RECONNECT CONDUITSTO ALLOW FOR ELECTRICAL, TELECOMMUNICATION/DATACONNECTION. PROVIDE NEW CONDUIT AND WIRE FROM THEEXISTING JUNCTION BOX TO THE CONNECTION POINT. ALLRECEPTACLES SHALL BE GFCI PROTECTED.

4. CONTRACTOR SHALL, UPON COMPLETION OF WORK, ENSUREALL CIRCUITS ADJACENT TO THE WORK AREAS ARE IN PROPERWORKING CONDITIONS.

5. CONTRACTOR SHALL COORDINATE WORK WITH ELECTRICALCONTRACTOR. CONTRACTOR SHALL REROUTE ALL CONDUITELECTRICAL, CONTROL, TELEPHONE, AND COMMUNICATIONCABLE SERVICE AS REQUIRED. VERIFY AND CONFIRM WITHOWNER TO REMOVE ALL ABANDONED ELECTRICAL,TELEPHONE, AND COMMUNICATION CONDUIT ANDCONDUCTORS. ALL NEW CONDUIT SHALL BE CONSEALED INWALL FRAMING.

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1 RENOVATION SECOND FLOOR PLANA105 0 2' 4' 8'

PEDESTRIAN DECKCOATING INSTALLEDPER MANUFACTURER'SREQUIREMENTS

HANDRAILS SHALL PROVIDE ACLEARANCE OF NOT LESS THAN 2 1/2"BETWEEN THE HANDRAIL AND THEWALL

EXTERIOR FLOOR AND INTERIOR FLOORHEIGHTS MUST BE FLUSH AT THE DOOR

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PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

7'-10" 11'-4" 7'-10"

5'-2 1/2"

4'

2' 26'

P.T. 2X FRAMINGATTACHED TO STEELBEAMS ABOVE

1'-9"

2A500

1A500

4A500

3A500

DECK ABOVE

ADDITIONAL P.T. 2XBLOCKING FOR FANSAND LIGHTS

6" P.T. T&G SOFFITSTAINED FINISHCOLOR TO BECHOSEN BY OWNER

02

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

1 CEILING FRAMING PLANA106 0 2' 4' 8'

03/16/2018

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

A200

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

9'-8

"4"

10'

1' 16' 1'

01

01

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

1 NORTH ELEVATIONA200 0 2' 4' 8'

RAILS SHALL HAVE NOOPENINGS LESSTHAN 4"

CUSTOM RAIL TO MATCH A4/700

03/16/2018

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

A201

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

01

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

1 WEST ELEVATIONA201 0 2' 4' 8'

RAILS SHALL HAVEOPENINGS LESSTHAN 4"

03/16/2018

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

A300

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

1A501

1A500

3A500

02

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

1 SECTIONA300 0 2' 4' 8'

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

A301

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

1' 16' 1'17'-11 1/2"

01

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

1 STAIR SECTIONA301 0 2' 4' 8'

03/16/2018

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

A302

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

3A501

1A501

2A500

4A500

02

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

1 SECTIONA302 0 2' 4' 8'

A500

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

03/16/2018

W8X10 STEEL BEAMBLOCKING INSTALLEDAT 24" O.C.

T&G WOOD SOFFIT

W12X26 STEEL BEAM

STEEL ANGLE

STRUCTURAL METAL DECK

SLOPED 1/4":12" STRUCTURALCONCRETE DECK

T&G WOOD SOFFIT

STRUCTURAL METALDECK

W12X22 STEEL BEAM

W8X10 STEEL BEAM

STRUCTURAL CONCRETE DECK

P.T. 2X BLOCKINGINSTALLED AT 24"O.C.

T&G WOOD SOFFIT

STRUCTURAL METALDECK

W8X10 STEEL BEAM

W8X10 STEEL BEAM

T&G WOOD SOFFIT

STEEL FASTENER

STEEL FASTENERS

STEEL ANGLE

STRUCTURAL METAL DECK

02

02

SCALE: 1 1/2"= 1'-0"

1 SOFFIT DETAILA500 0 6'' 12'' 18''

SCALE: 3" = 1'-0"

4 SOFFIT DETAIL AT W12X26 DETAILA500 0 3'' 6'' 9''

SCALE: 3" = 1'-0"

2 SOFFIT DETAIL AT W8X10A500 0 3'' 6'' 9''

SCALE: 3" = 1'-0"

3 SOFFIT DETAIL AT W14X43 DETAILA500 0 3'' 6'' 9''

03/16/2018

A501

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

03/16/2018

PEDESTRIAN COATING SYSTEM.INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

STRUCTURAL METAL DECK

STRUCTURAL CONCRETE DECK

3'-1" 2"1"

2"

8"

3'-6"

6"

2"

3'-6

"3'

3"

CLEAN, PRIME AND PAINT2 COATS ON STRUCTURALSTEEL STAIR WITHAPPROVED PAINT SYSTEM

BALUSTERS AT 4"O.C. MAX.

LIGHTING RECESSEDINTO RAIL

STEEL STRINGER01

SCALE: 3" = 1'-0"

1 WALL DETAILA501 0 3'' 6'' 9''

SCALE: 1" = 1'-0"

2 STAIR DETAILA501 0 6'' 1' 2'

03/16/2018

6" 6"

1'-6

"4"

1"

1'

PERFORATED COPPER BREAK METAL

NEW 6" PREFINISHEDALUMINUM GUTTERAND DOWNSPOUT

METAL FASCIA

HEMMED PREFINISHED EDGE METAL

STEEL FASTENER

PEDESTRIAN COATING SYSTEM.INSTALL PER MANUFACTURER'SRECOMMENDATIONS

PT. T&G WOOD SOFFIT

STEEL FASTENER

CONCRETE STRUCTURAL DECK

RAIL POSTSEE STRUCTURAL

SCALE: 1 1/2"= 1'-0"

3 POST DETAILA501 0 6'' 12'' 18''

A502

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

03/16/2018

VARIES

3' -

6"

3"

3"

3"

1 1

/2"

2"

3"

3"

3'-6

"

6 1

/2"

1'

STEEL STRINGER

SCALE: 1" = 1'-0"

1 RAIL ELEVATIONA502 0 6'' 1' 2' SCALE: 1 1/2"= 1'-0"

2 RAIL DETAILA502 0 6'' 12'' 18''

SCALE: 1 1/2"= 1'-0"

3 STAIR TREAD DETAILA502 0 6'' 12'' 18''

03/16/2018

A503

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

03/16/2018

1'6 1

/2"

3'-6

"3'

1'

STEEL STRINGER

STEEL PAN

CONCRETE FILLEDTREAD

CLEAN, PRIME ANDPAINT 2 COATS ONSTRUCTURALSTEEL STAIR WITHAPPROVED PAINTSYSTEM3

'2 1

/2"

2"

6 1

/2"

1'

3'-6

"

1'6"

STEEL STRINGER

CONCRETE FILLEDTREAD

CLEAN, PRIME ANDPAINT 2 COATS ONSTRUCTURALSTEEL STAIR WITHAPPROVED PAINTSYSTEM

SCALE: 1" = 1'-0"

2 BOTTOM OF STAIR DETAILA503 0 6'' 1' 2'SCALE: 1" = 1'-0"

1 TOP OF STAIR DETAILA503 0 6'' 1' 2'

02/08/2018

03/16/2018

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

A700

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

1 PHOTO #1A700

2 PHOTO #2A700

3 PHOTO #3A700

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

E000

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

SYMBOL

E

G

D

NAME

AC WALL OUTLET WITH USB PLUGS

BIG ASS FANS, HAIKU LIGHT

HAIKU WET-RATED CEILING FAN

MICRO STAR LED LIGHTS

MODEL #

SKU:10R01-01A0-A-01-1.2-01-B471HKL

SKU:S3150-A2-A0-04-02-C-01-F471

AMOUNT

4

2

4

22

NOTES

PROVIDE PROTECTIVE COVER IF NECESSARY. MOUNT AT 20"A.F.F

WITH WALL CONTROL. OIL RUBBED BRONZE, CONTROLLEDVIA WIRELESS REMOTE

WITH LED KIT AND WALL CONTROL. OIL RUBBED BRONZEFULL APPEARANCE, CONTROLLED VIA WIRELESS REMOTE

STAINLESS STEEL DRIVER/TRANSFORMER RECESSED INTOHANDRAIL

ELECTRICAL/LIGHTING SCHEDULE

02/08/2018

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

E100

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

E E E E

26'-8"

4"

24'-4

"

27'-10"

24'-8

"

23'-8

"5'

16'-5

1/2

"5'

28'-6"

25'-6

"

4" 7'-6" 4" 11' 4" 7'-6" 4"

10" 7'-10" 11'-4" 7'-10" 8"

3'-8"

12'

7'-1

0"

4'

5'-2 1/2"

1A300

1A300

1A301

1A301

1A302

1A302

1A201

1A200

DECK ABOVE

DS

POWER SOURCE

DS

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

1 FIRST FLOOR ELECTRICAL/LIGHTING PLANE100 0 2' 4' 8'

02/08/2018

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

E101

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

E

EE

E

D D

D D

D D

DD

D

D

D

D D D D D D

D

D D

D

D

1A300

1A300

1A301

1A301

1A302

1A302

1A201

1A200

25'

28'-2"

2'-8"

16'

9'-2

"9'-2

"

18'-4" 9'-2"4'-7

"4'-7

"4'-7

"4'-7

"1'-6

"4'-2

"

4'-6 1/2" 4'-7" 4'-7" 4'-7" 4'-7" 4'-7"4'3'-6"

LOCATE DRIVERUNDER STAIRS

DSDS

TO POWERSOURCE

C

TO POWERSOURCE

TO POWERSOURCE

SWITCHEDON VIA

PHOTOCELL

DRIVER

3A501

2A501

4A502

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

1 SECOND FLOOR ELECTRICAL/LIGHTING PLANE101 0 2' 4' 8'

02/08/2018

1A500

LOW PARAPET WALL

GUTTER WITH DOWNSPOUT

RAILING

SLOPE

PHOTO MARKERPHOTO # / SHEET #

SECTION #SHEET #LOW/HIGH

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

L

1/A700

DS

E102

100% SUBMITTAL

PROJ. NO. 126317

DATE 11/1/2017

DRAWN CS

CHECKED JS

APPROVED JS

REVISION 02

REVISION DATE

KAPP

A K

APP

A G

AM

MA

PO

RCH

REN

OV

ATIO

NKA

PPA

KA

PPA

GA

MM

ATA

LLA

HA

SSEE

, FLO

RID

A

LEGEND

03/16/2018

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

E E E E

G

G

26'

4"

24'-4

"

27'-10"

24'-8

"

23'-8

"5'

16'-5

1/2

"5'

28'-6"

25'-6

"

4" 7'-6" 4" 11' 4" 7'-6" 4"

10" 7'-10" 11'-4" 7'-10" 8"

3'-8"

12'

8'

3'-1

0"

5'-2 1/2"

1A300

1A300

1A301

1A301

1A302

1A302

1A201

1A200

DECK ABOVE

DS

B

B

B

B

TO POWERSOURCE

TO POWERSOURCE

DS

N

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

1 FIRST FLOOR RENOVATION REFLECTED CEILING PLAN ELEC./LIGHTINGE102 0 2' 4' 8'

02/08/2018