DESIGN CRITERIA

LOT INFORMATION

FLORIDA BUILDING CODE-

RESIDENTIAL

8TH EDITION (2023)

TO THE BEST OF THI DESIGN PORFESSIONAL'S KNOWLEDGE, THESE

PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUN

BUILDING

CODES AND THE APLICABLE FIRE SAFETY STANDARDS AS DETERMINED

BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 553 AND

633 OF THE FLORIDA STATUTES AND MEET OR EXCEED THE

REQUIREMENTS

OF THE FLORIDA BUILDING CODE-RESIDENTIAL 8TH EDITION (2023),

AS DEVELOPED AND MAINTANIED BY THE FLORIDA BUILDING

COMMISSION, AND ADMINISTERED AND ENFOCED BY LOCAL

JURISDICTIONS.

COMMUNITY:

LOT: PARCEL ID: 2571-013-003

ADDRESS: 826 NW 6TH AVE., FL 34475

COUNTY: OCALA

WIND SPEED: 130

EXPOSURE: C

STRUCTURAL ENGINEER

A R C H I T E C T U R E + E N G I N E E R I N G

Service Beyond Design

License No. AR102538 License No. CA30900

SITE MAP

BUILDING LOCATION

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ANY DISCREPANCY OR

ERROR IN DIMENSIONS OR

NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

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HOUSING ASSISTANCE PROGRAM - WOODBURRY RESIDENCE

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SHEET SCHEDULE

REV.

NO. SHEET NAME REVISION REV. DATE

3_GENERAL

A-001 COVER SHEET

A-002 GENERAL NOTES

4_ARCHITECTURAL

A-101 ARCHITECTURAL SITE PLAN

A-102 FIRST LEVEL FLOORPLAN

A-103 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-203 EXTERIOR ISOMETRIC

A-301 BUILDING SECTIONS

AD-01 ARQUITECTURAL DETAILS

AD-02 ARQUITECTURAL DETAILS - ROOF

AD-03 ARQUITECTURAL DETAILS - DOOR /

WINDOW

AD-04 ARQUITECTURAL DETAILS - WINDOW

FLASHING

AD-05 ARCHITECTURAL DETAILS - DOOR

FLASHING

AD-06 ARQUITECTURAL DETAILS

5_ELECTRICAL

E-101 FIRST FLOOR ELECTRICAL PLAN

6_STRUCTURAL

S001 STRUCTURAL NOTES

S002 STRUCTURAL NOTES

S101 FOUNDATION PLAN

S102 ROOF FRAMING PLAN

S103 LINTEL SCHEDULE

SD100 GENERAL DETAILS

SD101 GENERAL DETAILS

SD200 FOUNDATION DETAILS - S.O.G.

SD201 FRAMING DETAILS - ROOF

AREA SCHEDULE

Name Area

LIVABLE AREA 1016 SF

NON-LIVABLE AREA 48 SF

TOTAL 1064 SF

THE ELECTRONIC SEAL

PLACED ON THESE

DOCUMENTS DOES NOT

APPLY TO THE

FOLLOWING PAGES:

E101 AND E102

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Exhibit C - Building Plans Contract# CDS/250783A

C - 1

1. THESE DOCUMENTS HAVE BEEN PREPARED EXPRESSLY FOR USE BY FOR THE

PURPOSE OF BUILDING.

2. ANY ADDITIONAL USE OF THESE DOCUMENTS FOR ANY REASON OTHER THAN

THAT MENTIONED ABOVE MUST BE AUTHORIZED IN WRITING BY THE COPYRIGHT

HOLDER.

3. THESE DRAWINGS REFLECT DESIGN INTENT.

4. THESE DRAWINGS, AS LISTED IN THE DRAWING INDEX, ALONG WITH THE

SPECIFICATIONS & CONTRACT FOR CONSTRUCTION, CONSTITUTE THE

INSTRUMENTS OF SERVICE AND ARE CONSIDERED A SINGLE ENTITY. THE

CONTRACTOR IS THEREFORE BOUND BY ALL INFORMATION INCLUDED.

5. ONLY DRAWINGS MARKED 'ISSUED FOR CONSTRUCTION' SHALL BE USED AS A

BASIS FOR CONSTRUCTION.

6. THE TERM 'CONTRACTOR' IN THE PLANS SHALL REFER TO THE GENERAL

CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR

TO COORDINATE THE SUBCONTRACTOR WORK WITH THESE PROJECT DOCUMENTS.

CONTRACTOR SHALL PROVIDE A LIST OF

ALL SUB-CONTRACTORS TO THE CONSTRUCTION PROJECT MANAGER.

7. CONTACT CONSTRUCTION PROJECT MANAGER FOR COORDINATION OF STAGING

AND REFUSE REMOVAL PRIOR TO SIGNING THE CONTRACT FOR CONSTRUCTION.

ANY ADJUSTMENT IN THE CONTRACT AMOUNT OR DURATION DUE TO

REQUIREMENTS SHALL BE MADE PRIOR TO CONTRACT EXECUTION.

8. ALL ITEMS SHOWN ARE NEW TO BE PROVIDED & INSTALLED BY G.C. UNLESS

NOTED OTHERWISE.

9. DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENT. LARGE

SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS

TAKE PRECEDENCE OVER ALL.

10. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS PRIOR TO BID AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY

THE CONSTRUCTION PROJECT MANAGER AND THE ARCHITECT IMMEDIATELY OF

ANY DISCREPANCIES OR OMISSIONS PRIOR TO PROCEEDING WITH ANY WORK.

11. FOR BIDDING PURPOSES; WHERE CONFLICTS EXIST BETWEEN DRAWING

DETAILS & SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY.

12. PRIOR TO SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL VISIT

HE SITE TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND THE

NATURE AND SCOPE OF THE WORK. THE SUBMISSION OF A PROPOSAL SHALL BE

CONSTRUED AS EVIDENCE THAT SUCH A SITE VISIT HAS BEEN MADE, AND LATE

CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR DIFFICULTIES

ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION

BEEN MADE, WILL NOT BE RECOGNIZED.

13. THE GENERAL CONTRACTOR / SUB-CONTRACTOR SHALL OBTAIN AND PAY FOR

ALL THE LEGALLY REQUIRED APPROVAL AND PERMITS NECESSARY FOR THE

EXECUTION AND COMPLETION OF THE FORWARD COPIES TO THE TENANT

CONSTRUCTION PROJECT MANAGER .

14. ALL WORK PERFORMED BY THE CONTRACTOR / SUB-CONTRACTOR SHALL

CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL, LOCAL, AND STATE AND

FEDERAL LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, INCLUDING

LANDLORD REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS.

15. WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OR A MORE

STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY

OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE

MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT NOTES OR DRAWINGS

SHALL BE FURNISHED IN ALL CASES.

16. ALL CONTRACTORS SHALL CONTACT THE BUILDING

MANAGEMENT/LANDLORD TO DETERMINE THE RULES OF THE BUILDING OWNER

FOR CONSTRUCTION AND DELIVERY OF EQUIPMENT AND MATERIALS.

17. PRIOR TO BEGINNING ANY WORK, THE GENERAL CONTRACTOR SHALL FURNISH

THE CONSTRUCTION PROJECT MANAGER WITH A CONSTRUCTION SCHEDULE

SHOWING THE CHRONOLOGICAL PHASES OF HIS WORK AND ALL RELATED WORK

FOR THE COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL

ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE AND THE PROJECTED

START AND COMPLETE DATES.

18. IT IS ASSUMED THAT THE G.C. SHALL PERFORM THE WORK AS ILLUSTRATED

WITHIN THE PERMITTED DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT IN THE EVENT THAT EXISTING SITE CONDITIONS PREVENT THE WORK

FROM BEING COMPLETED AS ILLUSTRATED HEREIN SO THAT ANY MODIFICATIONS

TO THE CONSTRUCTION DOCUMENTS (IF NECESSARY) CAN BE MADE. ANY

DEVIATIONS FROM THE PERMITTED DRAWINGS WILL NOT BE ACCEPTABLE, AND

THE CONTRACTOR SHALL RECONFIGURE THE WORK AT HIS OWN EXPENSE, AS

REQUIRED TO BE IN CONFORMANCE WITH THE PERMITTED DOCUMENTS. THE

ARCHITECT WILL NOT ACCEPT, CERTIFY, OR DOCUMENT ANY WORK THAT DOES

NOT CONFORM TO THE PERMITTED DOCUMENTS FOR THE PURPOSES OF

OBTAINING ANY ADDITIONAL MUNICIPAL APPROVAL REQUIRED DUE TO

UNAUTHORIZED REVISIONS.

19. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET

OF CONSTRUCTION DRAWINGS ON SITE THROUGHOUT THE DURATION OF

CONSTRUCTION FOR USE BY ALL TRADES.

20. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES, AND WORK AREAS SHALL

BE LEFT IN A CLEAN CONDITION ON A DAILY BASIS.

21. THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT

CONTROL OVER THE JOB SITE TO PREVENT DUST FROM ESCAPING.

22. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE GENERAL

BUILDING AREAS AND ANY ADJOINING PROPERTY OR WORK FROM DAMAGE

DURING CONSTRUCTION, AND SHALL PATCH OR REPLACE ANY DAMAGED WORK OR

MATERIALS WITHOUT DELAY.

23. ANY DAMAGE BY G.C. OR SUBCONTRACTOR TO EXISTING ASPHALT PAVEMENT

AND/OR EXISTING LANDSCAPING OUTSIDE OF CONSTRUCTION LIMIT LINE SHALL

BE REPAIRED AT NO COST TO OWNER OR TENANT.

24. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION. ALL

REQUIRED EXITS AND EGRESS PATHWAYS SHALL BE CONTINUOUSLY MAINTAINED

FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS IN THE CASE OF A FIRE OR

OTHER EMERGENCY. ALL EXISTING EXIT LIGHTING, FIRE PROTECTIVE DEVICES

AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED.

25. NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTY UNLESS AN

ENCROACHMENT PERMIT IS FIRST OBTAINED FROM THE PUBLIC WORKS DEPT.

26. EACH TRADE SHALL PROVIDE CAULKING OR SEALANT WHERE REQUIRED.

27. PROVIDE STRUCTURAL SUPPORTS AS REQUIRED AT ALL WALL MOUNTED

EQUIPMENT, CABINETS, PLUMBING AND LIGHT FIXTURES.

28. MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO

THE PUBLIC.

29. ALL FLOOR SLAB CUTTING, TRENCHING AND REMOVAL SHALL BE REPLACED

WITH THE SAME MATERIAL IN THE SAME THICKNESS OF THE ADJACENT FLOOR

MATERIAL. ADDITIONAL CONCRETE PATCHING SHALL BE DOWELED INTO THE

ADJACENT CONCRETE SLAB TO MINIMIZE DIFFERENTIAL SETTLEMENT OF THE

FLOOR SYSTEM.

30. ALL ROOF PENETRATIONS ARE TO BE PERFORMED BY PROJECT/CONSTRUCTION

MANAGER'S ROOFING CONTRACTOR. CONTACT PROJECT/CONSTRUCTION MANAGER

TO COORDINATE.

31.ALL WALL, FLOOR, CEILING, ETC. PENETRATIONS ARE TO BE DRAFT OR

FIRESTOPPED (WHERE REQUIRED TO MATCH FIRE COMPARTMENTS). ASSURE NO

AIR LEAKAGE, PARTICULARLY WHEN A PLENUM IS IN USE.

GENERAL NOTES FIRE & SAFETY NOTES

CORRIDORS AND OPENINGS

1. DOORS OPENING INTO A ONE-HOUR FIRE RESISTIVE CORRIDOR SHALL BE

PROTECTED WITH A SMOKE OR DRAFT-STOP FIRE ASSEMBLY HAVING A MINIMUM

20 MINUTE RATING AND SELF-CLOSING DEVICE.

2. SMOKE/FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE DUCTS

PENETRATE FIRE RATED WALLS OR CEILINGS.

INTERIOR FINISHES - SEE FBC TABLE 803.11

1. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED A FLAME SPREAD

CLASSIFICATION OF 200 (CLASS III).

2. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT

EXCEED A FLAME SPREAD CLASSIFICATION OF BETWEEN 26 AND 75 (CLASS II).

3. INTERIOR WALL AND CEILING FINISHES FOR 2 HOUR EXIT CORRIDORS SHALL

NOT EXCEED A FLAME SPREAD CLASSIFICATION OF BETWEEN 0 AND 25 (CLASS I).

4. CEILING TILES TO BE MINERAL FIBER WITH UL LABEL AND FLAME SPREAD

RATING OF 25 OR LESS.

EXITS

1. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE

OF A KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES

SHALL BE AN APPROVED TYPE.

2. PANIC HARDWARE SHALL BE PROVIDED IN EXIT DOORS SERVING ROOMS,

CORRIDORS OR STAIRWAYS HANDLING AN OCCUPANCY OF 50 OR MORE PERSONS.

3. AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44"

CLEAR.

FIRE ALARM

1. EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEM AS REQUIRED BY

CODE.

2. SUBMIT COMPLETE SETS OF PLANS TO THE ELECTRICAL DIVISION OF THE LOCAL

DEPARTMENT OF BUILDING AND SAFETY AND TO THE FIRE DEPARTMENT. VERIFY

WITH LOCAL JURISDICTION FOR NUMBER OF SETS REQUIRED.

SIGNS AND EMERGENCY LIGHTING

1. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH A MINIMUM 6" HIGH

BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND.

2. WHENEVER BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED SO THAT

THEY ARE CLEARLY VISIBLE.

3. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED. LED LAMPS SHALL BE

ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE

PROVIDED BY THE PREMISE'S WIRING IN THE EVENT OF FAILURE OF THIS SYSTEM,

ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM BATTERY BACK-UP.

4. EMERGENCY LIGHTING SHALL GIVES A VALUE OF ONE FOOT CANDLE AT FLOOR

LEVEL. VERIFY IF ILLUMINATED SIGNS ARE TO HAVE BATTERY BACKUP.

5. EXIT PATH LIGHTING SHALL BE PROVIDED FOR STAIRWAY, HALLWAY, EXIT

PASSAGEWAY AND EGRESS TO A PUBLIC WAY ANYTIME THE BUILDING IS

OCCUPIED. EMERGENCY LIGHTING SHALL BE PROVIDED GIVING LIGHT VALUE OF

ONE FOOT CANDLE AT THE FLOOR LEVEL.

6. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN

2-A-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE

BUILDING ON EACH FLOOR AND DURING CONSTRUCTION. VERIFY WITH LOCAL

JURISDICTION ON DISTANCE FOR FIRE EXTINGUISHERS.

7. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD

INSPECTOR.

8. REFER TO FIRE SYSTEMS DRAWINGS FOR TYPICAL MOUNTING HEIGHTS OF FIRE

PROTECTION EQUIPMENT.

9. MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHER SYSTEM, AS NEEDED, TO BE

APPROVED BY BUILDING AND SAFETY FIRE DEPARTMENT PRIOR TO INSTALLATION.

PARTITION NOTES

1. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PARTITIONS

DESIGNATED ON ARCHITECTURAL PLANS.

2. UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR PARTITIONS ARE FROM

FINISH FACE OF NEW WALLS / FINISH FACE OF EXISTING WALLS. ALL HEIGHTS

ARE FROM THE TOP OF THE FINISHED FLOOR.

3. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH

AND SMOOTH WITH BASE BUILDING STRUCTURE UNLESS OTHERWISE NOTED.

4. THE GENERAL CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED

CORNERS AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS.

5. ALL PARTITIONS SHALL BE ANCHORED FIRMLY AS PER MANUFACTURERS

SPECIFICATIONS AND AS REQUIRED BY STATE AND LOCAL CODES.

6. THE GENERAL CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB

TO SLAB PARTITIONS ABOVE HUNG CEILINGS TO MATCH AREA CALCULATION

REQUIREMENTS AS SHOWN ON ENGINEERING DRAWINGS. ALL OPENINGS IN

DEMISING AND SOUND ATTENUATED WALLS TO HAVE SOUND BOOTS. OPENINGS

IN FIRE RATED WALLS SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL

BUILDING CODES. CONTRACTOR TO COORDINATE WITH ENGINEERING DRAWINGS

AND INFORM THE ARCHITECT OF DISCREPANCIES PRIOR TO BID PROCESS.

7. THE GENERAL CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL

WALL PARTITIONS FOR DUCT WORK, RETURN AIR OPENINGS AND GRILL

OPENINGS ABOVE AND BELOW HUNG CEILING. THESE ARE TO BE COORDINATED

WITH HVAC ENGINEERING DRAWINGS AND THE MECHANICAL CONTRACTOR'S

SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR

SOUNDPROOFING AND VIBRATION.

8. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESS PANELS

AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS PER

LOCAL BUILDING CODES. LOCATIONS SHALL BE COORDINATED WITH THE TENANT

CONSTRUCTION PROJECT MANAGER & LANDLORD PRIOR TO FINAL INSTALLATION.

9. THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO EXTRAS FOR OPENING

ANY PARTITIONS BECAUSE OF TELEPHONE INSTALLATION, SECURITY SYSTEMS OR

COMPUTER DATA SYSTEMS.

10. THE CONSTRUCTION PROJECT MANAGER SHALL HAVE THE RIGHT TO REVIEW

AND APPROVE ALL CHALK LINES PRIOR TO INSTALLATION OF TRACK. THE

ARCHITECT IS TO BE NOTIFIED OF ANY REQUIRED DEVIATION FROM

CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED ON PLAN OR OF

ANY APPARENT CONSTRUCTION CONFLICTS.

11. THE GENERAL CONTRACTOR IS TO VERIFY PRIOR TO PRICING THE RATING OF

THE PARTITIONS, COLUMNS, ETC. THE GENERAL CONTRACTOR SHALL PROVIDE

WALL FURRING AT PARTITIONS WITH A RATING OF GREATER THAN 1 HOUR AS

NECESSARY TO ACCOMMODATE ELECTRICAL OR PLUMBING CONDITIONS AS

INDICATED ON THIS DOCUMENT.

12. DRYWALL: LEVEL 5 FINISH REQUIRED THROUGHOUT (WALLS, SOFFITS, ETC.).

ALL JOINTS AND INTERIOR ANGLES SHALL BE TAPED EMBEDDED IN JOINT

COMPOUND AND THREE COATS OF JOINT COMPOUND APPLIED OVER ALL JOINTS,

ANGLES, FASTENER HEADS, AND ACCESSORIES. ALL JOINT COMPOUND SHALL BE

SMOOTH AND FREE OF TOOL MARKS AND RIDGES.

MILLWORK NOTES

PATCHING NOTES

PAINT & WALL COVERING NOTES

DOOR NOTES

FLOORING NOTES

PAINT & WALL COVERING NOTES CEILING NOTES

CLEANING NOTES

DEMOLITION NOTES

TABLE 803.11 - INTERIOR FINISHES

1. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT

OF THE CABINET CONTRACTOR.

2. ALL "INSTALLED" CABINETS SHALL BE SCRIBED TO WALL OR CEILING. CABINET

CONTRACTOR SHALL CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES

INVOLVED.

3. ALL CABINET FINISHES SHALL BE AS NOTED ON THE DETAILS DRAWINGS

CONCERNED.

4. THE CABINET CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE

ARCHITECT.

5. THE CABINET SHALL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AT

THE JOB SITE.

6. THE CABINET CONTRACTOR SHALL PROVIDE RUBBER BUMPERS ON ALL WOOD

DOORS.

7. WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED

IN A MANNER TO INSURE AGAINST THE JOINT OPENING.

8. ALL FINISHED WORK SHALL, AS FAR AS PRACTICAL, BE ASSEMBLED AND FINISHED

IN THE SHOP AND DELIVERED TO THE BUILDING READY TO ERECT IN PLACE.

9. ALL THE WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED AND ERECTED TO

MEET CURRENT WIC STANDARDS.

10. WHERE FILES ARE SHOWN AS BEING SET INTO CABINET WORK, THE CABINET

CONTRACTOR SHALL SET AND BOLT ALL FILES TOGETHER.

11. ALL MILLWORK SHOP DRAWINGS ARE TO CALL OUT ALL MATERIALS AND

FINISHES. ALL JOINTS, CORNERS AND EDGES ARE TO BE DETAILED IN INDIVIDUAL

DETAILS. ALL DIMENSIONS, CRITICAL OR OTHERWISE, ARE TO BE CALLED OUT ON

THE SHOP DRAWINGS. THE ARCHITECT WILL NOT REVIEW DRAWINGS WHICH ARE

INCOMPLETE AND SHOW MINIMAL DETAILING.

12. COORDINATION OF MILLWORK, STONE, OR OTHER SPECIALTY CONTRACTORS IS

THE RESPONSIBILITY OF THEGENERAL CONTRACTOR.

13. ALL MILLWORK, SPECIAL PRODUCTS, AND SPECIAL ASSEMBLIES ARE SUBJECT TO

SUBMITTAL AND SHOP DRAWINGS REVIEW. SHOP DRAWINGS AND SUBMITTAL'S

SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY THE

ARCHITECT.

14. ALL STANDARD WALL BACKING FOR CASEWORK, TOILET ACCESSORIES, HANGING

WALL EQUIPMENT, ETC., SHALL BE 16 GA. GALVANIZED STEEL, 4" WIDE, COVERING 3

STUDS MINIMUM AND SCREWED TO METAL STUDS.

15. ALL MILLWORK SHOWN SHALL HAVE PLASTIC LAMINATE TOPS, EXPOSED SIDES,

DOORS, AND DRAWER FRONTS, UNLESS OTHERWISE NOTED.

16. SHELVES AND SEMI-EXPOSED SURFACES, INCLUDING DRAWER INTERIORS, SHALL

BE FINISHED WITH A CABINET LINER OF A UNIFORM COLOR THROUGHOUT.

17. ADJUSTABLE METAL STANDARDS SHALL BE DAPPED INTO THE SIDES OF

CABINETS, UNLESS OTHERWISE NOTED.

18. DOOR AND DRAWER PULL HARDWARE SAMPLES ARE TO BE SUBMITTED TO THE

ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.

1. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING

WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY

AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER CONTRACTORS SHOWN

UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES.

2. THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUT-OUTS AND PATCHING

REQUIRED FOR THE INSTALLATION OF ALL WORK.

3. THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES

INCLUDING CORNER BEADS, STOPS, ETC. FOR CHIPS, CRACK HOLES, DAMAGED

SURFACES AND DEFECTS AND REPAIR SAME TO THE SATISFACTION OF PROJECT

MANAGER.

4. WHERE DOOR BUCKS HAVE BEEN REMOVED, REPAIR GAPS AND SURFACES TO

ACHIEVE A CLASS I FINISH TO THE SATISFACTION OF CONSTRUCTION PROJECT

MANAGER.

5. THE GENERAL CONTRACTOR SHALL METAL LATH OVER ALL NEW CONDUIT CHASES

IN MASONRY PARTITIONS.

6. ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY

DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE

PATCHED AS REQUIRED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN

MATERIALS, FIRE RATING, FINISH AND COLOR UNLESS OTHERWISE NOTED.

7. ALL FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE COURSE

OF CONSTRUCTION SHALL BE REPLACED WITH THE SAME MATERIAL AND RATING AS

THAT WHICH WAS REMOVED.

1. UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE PAINTED IN ACCORDANCE

WITH FINISH PLANS.

2. WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING

PILASTERS, FACIAS, JAMBS BUCKS, REVEALS, RETURNS, AND ALL VERTICAL

SURFACES NOT INCLUDED IN CEILING.

3. PAINT COLORS SHALL BE SPECIFIED BY THE OWNER AND THE GENERAL

CONTRACTOR SHALL SUBMIT 3 SAMPLES (12" X 12") FOR REVIEW BY THE OWNER /

ARCHITECT.

4. ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLE, SANDED,

ETC. TO PROVIDE A PERFECTLY SMOOTH FINISH AND SURFACE READY FOR PRIME

AND PAINT.

5. ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLE OR PLASTER

PATCHED.

6. ALL EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR CHIPPED

AWAY AND SURFACES PLASTER-PATCHED OR SPACKLE TO INSURE A PERFECTLY

EVEN SURFACE.

7. ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING

AND TWO FULL COATS OF SEMI-GLOSS ENAMEL FREE OF BRUSH MARKS, UNLESS

OTHERWISE NOTED.

8. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES AND OUTLET

PLATES, SURFACE HARDWARE, ETC., PRIOR TO PAINTING, PROTECTING AND

REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. HE SHALL REMOVE ALL

PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES,

INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS, REGISTERS AND

SLAB FITTINGS, ETC.

9. THE CONTRACTOR SHALL USE A LATEX BASE PAINT IN COLORS AND FINISHES

SELECTED BY THE ARCHITECT. HE SHALL PROPERLY PREPARE ALL SURFACES TO

RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COAST OF PAINT IN COLOR

SELECTED BY THE ARCHITECT.

10. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER

COMPLETION OF WORK BY ALL TRADES (INCLUDING TELEPHONE INSTALLATION,

FLOORING, ETC.) AND INDICATE ALL NECESSARY "TOUCH-UP" PAINTING AND/OR

PATCHING.

11. IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES RECEIVE

FINISHES AS INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS UNLESS

SPECIFICALLY NOTED OTHERWISE.ANY SURFACES WHICH DO NOT HAVE A SPECIFIC

FINISH NOTED OR ARE NOTED TO REMAIN UNFINISHED SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT AND FINISHED PER THE ARCHITECT'S INSTRUCTION.

12. PAINT FRONT SIDE, BACK SIDE AND DOOR EDGES AT STRIKE SIDE AND HINGE SIDE.

LEAVE TOP AND BOTTOM UNPAINTED TO PREVENT WARPING.

13. PAINT ALL METAL ACCESS DOORS AND ACCESS PANELS TO MATCH ADJACENT WALL

OR CEILING FINISH. GRAPHICS ON DOOR OR PANEL (IF ANY) ARE TO BE REPAINTED/RE-

APPLIED TO MATCH EXISTING, IF APPLICABLE.

14. CLOSET WALL SURFACES ARE TO BE PAINTED TO MATCH THE COLOR OF THE

ADJACENT OUTSIDE WALL SURFACES.

1. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED BUCKS AND

ASSEMBLIES AS SHOWN ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE NOTED.

2. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS SPECIFIED ON THE

ARCHITECTURAL DRAWINGS UNLESS OTHERWISE NOTED.

3. ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE BUILDING

REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO TENANT PROPERLY TESTED

AND/OR TAGGED. THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH

BUILDING MANAGEMENT.

4. DETAILED DOOR AND HARDWARE SCHEDULES SHALL BE SUBMITTED TO THE ARCHITECT

FOR REVIEW, AND FABRICATION OF MATERIAL SHALL NOT BE COMMENCED UNTIL SUCH

REVIEW HAS BEEN RETURNED.

5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR

DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL/PUSH EFFORT BEING APPLIED AT

RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF THE SLIDING OR FOLDING

DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE

ABOVE WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR

MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE,

NOT TO EXCEED 15 POUNDS.

6. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A

SMOOTH UNINTERRUPTED SURFACE.

7. ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE

DOOR AT 90° TO THE CLOSED POSITION.

8. WHERE DOORS ARE IN PAIRS, ONE OF A PAIR OF DOORS SHALL MEET THE MINIMUM

WIDTH REQUIREMENTS

9. MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2" MAXIMUM VERTICAL CHANGE AT EDGE IS

1/4" WITH A MAXIMUN BEVEL OF 45°.

10. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN THE

PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE,

PANIC BARS, PUSH PULL ACTIVATING BARS, OR BARS OR OTHER HARDWARE DESIGNED TO

PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

11. SEE SHEET A8.1 FOR REQUIREMENTS OF DOORS, WINDOWS, AND HARDWARE, DOOR

SCHEDULE, HARDWARE SCHEDULE AND DOOR AND WINDOW DETAILS.

12. DIMENSIONS TO EDGE OF DOOR LOCATING DOOR OPENINGS ARE TO INSIDE FACE OF

JAMB, UNLESS OTHERWISE NOTED.

13. DOOR OPENINGS ARE TO BE LOCATED SO THAT INSIDE FACE OF BUTT SIDE JAMB IS 4"

FROM FACE OF PERPENDICULAR WALL AT CORNER, ALLOWING FOR A 90 DEGREE SWING

TYPICAL, UNLESS OTHERWISE NOTED.

14. SEE SHEET A8.1 FOR SPECIFIC DOOR AND HARDWARE REQUIREMENTS.

15. UNDERCUT BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO CLEAR FINISHED

FLOOR BY 1/4". ALL RATED DOORS SHALL BE ORDERED SO AS TO CLEAR THE FINISHED

FLOOR BY 1/4", UNLESS OTHERWISE NOTED.

16. UNDERCUT RESTROOM DOORS 3/4" TO PROVIDE RETURN AIR FLOW FOR NEGATIVE AIR

FLOW FOR EXHAUST FANS.

17. ANY GLAZING ON OR WITHIN 24" OF A DOOR (IN THE SAME PLACE) SHALL BE TEMPERED.

1. FACIAS OR ANY BREAK IN THE CEILING HEIGHTS CREATED BY THE INSTALLATION AND/OR

ALTERATION OF HEATING, VENTILATING, AIR CONDITIONING OF MECHANICAL DUCTS, PIPING

OR OTHER EQUIPMENT SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING CHANNELS.

HUNG CEILING HEIGHTS SHALL BE AS SHOWN ON ARCHITECTURAL DRAWINGS AND DETAILS.

2. ANY DEVIATION FROM HEIGHTS SHOWN WILL BE SUBMITTED TO THE CONSTRUCTION

PROJECT MANAGER FOR REVIEW.

3. THE GENERAL CONTRACTORS CEILING CONTRACTOR SHALL CLOSELY COORDINATE HIS

WORK WITH THAT OF THE FIXTURE, PLUMBING HVAC ELECTRICAL CONTRACTORS AND THE

TELEPHONE COMPANY WHENEVER THEIR RESPECTIVE WORK IS CONTIGUOUS.

4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CEILING ACCESS PANELS IN

GYPSUM BOARD CEILINGS AS REQUIRED TO FURNISH ACCESS TO ALL AIR HANDLING UNITS,

PHONE AND ELECTRICAL CONTROLS AS REQUIRED BY LOCAL BUILDING CODES. COORDINATE

LOCATIONS WITH CONSTRUCTION PROJECT MANAGER PRIOR TO FINAL INSTALLATION.

5. PRIOR TO CLOSING UP ANY CEILING, ALL PLENUM SYSTEMS (HVAC, PLUMBING AND

ELECTRIC) SHALL BE INSPECTED AND WHERE REQUIRED, TESTED BY CONTRACTOR'S

ENGINEERS AND BY AUTHORITIES HAVING JURISDICTION TO INSURE THEIR PROPER

INSTALLATION AND FUNCTION.

6. THE CEILING TILE JOINTS SHALL BE ALIGNED PERFECTLY WITH RECESSED LIGHTING

FIXTURES.

7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL, AND PERFECTLY ALIGNED WITH

EACH OTHER AND WITH THE RECESSED LIGHTING FIXTURES.

8. CEILINGS IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND CONSTRUCTION AS THAT OF

ADJOINING SPACE, EXCEPT AS OTHERWISE NOTED.

9. THE GENERAL CONTRACTOR SHALL PROVIDE CUT-OUTS AND OTHER SPECIAL PROVISIONS IN

ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS AND

OTHER INSERTED ITEMS.

10. SUSPENDED CEILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH STATE AND LOCAL

CODE FOR FIREPROOF STRUCTURES AND SMOKE CONTROL.

11. THE GENERAL CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY AND ALL CEILING TILES

WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEM INSTALLATIONS.

12. THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO EXTRAS FOR OPENING ANY

CEILING BECAUSE OF TELEPHONE INSTALLATION, SECURITY SYSTEMS OR COMPUTER DATA

SYSTEMS.

13. PROVIDE BLOCKING/BACKING AND CEILING REINFORCEMENT FOR ALL CEILING MOUNTED

ITEMS, (PLASMA SCREENS, ETC.).

1. THE GENERAL CONTRACTOR SHALL FLASH PATCH ALL CRACKS, HOLES OR OTHER IMPERFECTIONS

(PROJECTIONS SHALL BE REMOVED AND PATCHED TO PROVIDE A CONTINUOUS SMOOTH FLOOR

SURFACE). LEVEL NOT TO EXCEED 1/4" IN 10-0" NON-CUMULATIVE.

2. THE GENERAL CONTRACTOR SHALL NOTIFY THE CONSTRUCTION PROJECT MANAGER AFTER FLOOR

PATCHING IS DONE AND RECEIVE THEIR REVIEW PRIOR TO INSTALLATION OF FINISHED FLOORING.

3. ALL NEW FLOORING IS TO BE INSTALLED BY GENERAL CONTRACTOR AND SHALL BE AS SPECIFIED

ON THE ARCHITECT'S CONSTRUCTION DOCUMENTS.

4. ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND WHEN THE WORK IS COMPLETE, IT SHALL

BE FREE FROM BUCKLES, BUBBLES, OPEN JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT

IN ACCURATE ALIGNMENT ALONG BOTH COORDINATES. TILE HAVING CHIPPED OR ROUNDED

CORNERS WILL BE REJECTED AND IF LAID, SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE

TILE.

5. TILE SHALL BE LAID IN SQUARE PATTERN WITH COURSES PARALLEL TO WALLS, UNLESS OTHERWISE

NDICATED ON DRAWINGS. THE TILE SHALL BE SECURELY CEMENTED AND SHALL BE LAID WITH TIGHT

JOINTS.

6. THE ADHESIVE USED FOR CEMENTING TILE SHALL BE APPLIED FAR ENOUGH IN ADVANCE OF THE

SETTING TO PERMIT THE ADHESIVE TO REACH ITS INITIAL SET BUT NOT ITS FINAL SET.

7. SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING

OF FLOORING. TILE FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION.

8. ALL RESILIENT BASE TO BE AS SPECIFIED PER PLANS..

9. UPON COMPLETION, ALL WORK SHALL BE CLEANED BY THE CONTRACTOR REMOVING ALL SPOTS OF

ADHESIVE AND SURFACE STAINS AND ALL SCRAPS. CARTONS AND CONTAINERS SHALL BE REMOVED

FROM THE BUILDING.

10. AFTER CLEANING, THE GENERAL CONTRACTOR SHALL GIVE SHEET VINYL FLOOR TWO (2)

APPLICATIONS OF AN APPROVED NON-SLIP WAX WHICH IS TO BE THOROUGHLY MACHINE BUFFED

AND LEFT IN CONDITION ENTIRELY SATISFACTORY TO THE TENANT CONSTRUCTION PROJECT

MANAGER .

11. THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION FOR ALL

RESILIENT FLOORING WORK FOR THE DURATION OF THE CONTRACT, AND REMOVE ALL PROTECTION

PRIOR TO PUNCH LIST.

14. THE GENERAL CONTRACTOR TO COORDINATE ALL FLOORING CONTRACTORS INVOLVED TO

ASSURE FLUSH INSTALLATION OF ALL VARYING FLOOR MATERIALS USED. ALL TRANSITION METHODS

TO BE APPROVED BY THE TENANT CONSTRUCTION PROJECT MANAGER .

15. PROVIDE BLACK RUBBER REDUCER STRIP WHERE ECO SURFACES RUBBER FLOORING AND VCT

TRANSITION OCCURS, UNLESS OTHERWISE NOTED.

1. THE NEW ITEMS INSTALLED BY THE GENERAL CONTRACTOR IN ADDITION TO

BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION SHALL BE

THOROUGHLY CLEANED TO THE SATISFACTION OF THE PRIOR TO TURNOVER.

2. THE BASE BUILDING TOILET FACILITIES SHALL BE AMPLY PROTECTED

THROUGHOUT THE PERIOD OF CONSTRUCTION AND ALL DAMAGED OR

MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACED AND/OR THOROUGHLY

CLEANED TO THE SATISFACTION OF THE CONSTRUCTION PROJECT MANAGER PRIOR TO

TURNOVER.

3. ALL CONSTRUCTION ACTIVITY IS TO NOT INTERFERE WITH THE DAILY

OPERATING OF THE EXISTING OFFICE BUILDING.

1. COORDINATE ALL DEMOLITION WITH FACILITIES.

2. ALL DEMOLITION MUST BE PERFORMED IN A MANNER TO CONTAIN DUST AND PARTICLES.

3. AREA MUST REMAIN CLEAN, SAFE, AND OCCUPABLE.

4. ALL SYSTEMS MUST REMAIN FUNCTIONAL DURING DEMOLITION.

TABLE 803.11 - INTERIOR WALL & CEILING FINISH REQUREMENTS FOR GROUP R2, RESIDENTIAL

SPRINKLED

EXIT ENCLOSURES AND EXIT PASSAGEWAYS = C

CORRIDORS = C

ROOMS & ENCLOSED SPACES = C

Class C: = Flame spread index 76-200; smoke-developed index 0-450.

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DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

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PROPERTY LINE

DRIVEWAY

SLOPED SIDEWALK

FROM DRIVEWAY LEVEL

TO PORCH LEVEL

N.W. 6th AVENUE

S E A T B A C K S

SEATBACKS

8' - 0"

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SEATBACK

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22' - 0"

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DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

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6" WOOD FRAME WALL

8" CMU WALL

4" WOOD FRAME WALL

A-301

38' - 0"

14' - 0" 12' - 0" 12' - 0"

3' - 10" 10' - 2"

4"

5' - 4" 6' - 4" 4' - 0" 8' - 0"

3' - 10" 10' - 2" 24' - 0"

38' - 0"

E.E.R.O.

SH

4 0 5 0

E.E.R.O.

SH

4 0 5 0

E.E.R.O.

SH

4 0 5 0

SH

4 0 5 0

B F

B F

A.D.

2 8 6 8

A.D.

2 8 6 8

B F

2 6 6 8

A.D.

2 8 6 8

BF

1 4 6 8

BF

1 6 6 8

A .D

BEDROOM 2

8' - 0" CLG

BEDROOM 1

8' - 0" CLG

BATH

8' - 0" CLG

MASTER BEDROOM

8' - 0" CLG

MASTER BATH

8' - 0" CLG

WIC

8' - 0" CLG

WH

L

IN

E

NA/C

W/D

8' - 0" CLG

KIT/DINING

8' - 0" CLG

GREAT ROOM

8' - 0" CLG

PORCH

8' - 0" CLG

/8

8"

10' - 4" 2' - 8"

12' - 8" 4' - 6" 6' - 6"

8"

9' - 0" 16' - 8" 4' - 10" 3' - 8" 2' - 6"

10' - 4" 2' - 8" 12' - 8" 11' - 0"

/2

13' - 8" 10' - 0" 14' - 4"

0" FF

DW

A-301

2x6

2x6

1' - 0" 3' - 0"

30 IN. X 80 IN. 6 PANEL TEXTURED

HOLLOW CORE PRIMED

COMPOSITE INTERIOR DOOR SLAB

WITH KWIKSET TUSTIN SMARTKEY

SINGLE CYLINDER LEVERSET

BRUSHED NICKLE FINISH. (TYP)

DRYER VENT

(VENT

THROUGH

ROOF "VTR")

33"X22"X8" DOUBLE

BASIN STAINLESS

STEEL SINK

A/C EQUP.

STACKABLE

WASHER

AND DRYER

S

WALL MIRROR

RECESSED 3-

SHELF, MIRRORED

MEDICINE CABINET

36"H COUNTER WITH

SOLID SURFACE TOP

AND 18" OVAL OR

INTEGRATED VANITY

SINK

WIRE SHELVING.

CLOSETMAID

SHELF OR SIMILAR.

TOILET PAPER DISPENSER

TOWEL RING

TOWEL BAR

GRAB BAR

WIRE SHELVING.

CLOSETMAID

SHELF OR SIMILAR.

(TYP)

WALL MIRROR

RECESSED 3-SHELF,

MIRRORED

MEDICINE CABINET

36"H COUNTER WITH

SOLID SURFACE TOP

AND INTEGRATED

VANITY SINK

TOILET PAPER

DISPENSER

TOWEL RING

TOWEL BAR

30" OVER THE

RANGE MICRO

FORMICA COUNTERTOP WITH

INTEGRATED 4" BACKSPLASH

30" SMOOTH-TOP, FREESTANDING

ELECTRIC RANGE W/OVEN

36 IN. X 80 IN. RIGHT-HAND

INSWING 1/2-LITE CLEAR VENTED

PRIMED FIBERGLASS SMOOTH

PREHUNG REAR DOOR ON 6-9/16 IN.

SINGLE HUNG

WINDOW, COLONIAL,

WHITE VINYL, LOW-E,

AND ARGON FILLED.

(TYP)

36"X80" LEFT-

HAND INSWING

FAN-LITE CLEAR 4-

PANEL

FIBERGLASS

SMOOTH PREHUNG

FRONT DOOR

10'-0"x6'-0" SLOPPED

CONCRETE SLAB

SAME LEVEL FOR

ROLL IN

ACCESSIBILITY

WALK-IN TUB

RECESSED NICHE

x x

HOSE BIB LOCATION

T.B.D BY OWNER

HOSE BIB.

LOCATION T.B.D

BY OWNER

HOSE BIB. LOCATION T.B.D BY OWNER

HOSE BIB. LOCATION

T.B.D BY OWNER

LEGEND

E.E.R.O INDICATES EMERGENCY ESCAPE

AND RESCUE OPENING.

A.D. INDICATES HANDICAP ACCESSIBLE

DOORWAY.

FLOOR PLAN NOTES

1.U.N.O ALL EXTERIOR CMU WALLS ARE DRAWN AT: 8"

2.U.N.O ALL INTERIOR FRAMED WALLS ARE DRAWN AT: 4"

3.ALL EXTERIOR WALLS, LESS OPENINGS, ARE TO BE CONSIDERED

SHEAR WALL, ALL ROUGH OPENING WINDOW SIZES MUST BE

VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION, SEE

STRUCTURAL SPECIFICATIONS FOR MATERIAL TYPE.

4.WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE

THAN 72" ABOVE FINISHED GRADE OPENING OF THE WINDOW SHALL

BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR OF THE ROOM IN

WHICH IT IS LOCATED.

5. FLOORING: WATERPROOF VINYL PLANK THROUGHOUT.

BATHROOMS: WATERPROOF VINYL PLANK. ROLL-IN SHOWER:

CERAMIC TILE

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COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

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DENOTES SINGLE OFF-RIDGE VENT

A-301

5" / 1'-0"5" / 1'-0"

A-301

1' - 0"1' - 0"

RIDGE

HIP

HIP

HIPHIP

VENTED ALUMINUM SOFFIT

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ZONE 1

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COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

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FIRST LEVEL

0"

FIRST LEVEL T.O.P.

8' - 0"

A-301

5"

1'-0"

5"

1'-0"

SHINGLE ROOF

STUCCO WITH SHERWIN

WILLIAMS MULTI-PURPOSE

INT/EXT LATEX PRIMER AND

SHERWIN WILLIAM

SUPERPAINT OR SIMILAR.

COLOR: TBD.

PRECAST WINDOW SILL

36"X80" LEFT-HAND INSWING FAN-

LITE CLEAR 4-PANEL FIBERGLASS

SMOOTH PREHUNG FRONT DOOR

PEEPHOLE VIEWER.

MODEL DS238

KWIKSET TUSTIN

SMARTKEY SINGLE

CYLINDER LEVERSET AND

DEADBOLT COMBO PACK

OR SIMILAR. BRUSHED

NICKLE FINISH.

SINGLE HUNG

WINDOW, COLONIAL,

WHITE VINYL, LOW-E,

AND ARGON FILLED.

2" ALUMINUM DRIP EDGE

ALUMINUM WOODGRAIN FASCIA

EXTERIOR CEILING WITH

SHERWIN WILLIAMS MULTI-

PURPOSE INT/EXT LATEX PRIMER

AND SHERWIN WILLIAM

SUPERPAINT OR SIMILAR.

COLOR: TBD.

MOTION SECURITY

FLOODLIGHTS

HOSE BIB

LOCATION T.B.D BY

OWNER

FIRST LEVEL

0"

FIRST LEVEL T.O.P.

8' - 0"

A-301

5"

1'-0"

5"

1'-0"

STUCCO WITH SHERWIN

WILLIAMS MULTI-PURPOSE

INT/EXT LATEX PRIMER AND

SHERWIN WILLIAM

SUPERPAINT OR SIMILAR.

COLOR: TBD.

PRECAST WINDOW SILL

SHINGLE ROOF

KWIKSET TUSTIN SMARTKEY

SINGLE CYLINDER LEVERSET AND

DEADBOLT COMBO PACK OR

SIMILAR. BRUSHED NICKLE FINISH.

36 IN. X 80 IN. RIGHT-HAND

INSWING 1/2-LITE CLEAR VENTED

PRIMED FIBERGLASS SMOOTH

PREHUNG REAR DOOR ON 6-9/16 IN.

SINGLE HUNG

WINDOW, COLONIAL,

WHITE VINYL, LOW-E,

AND ARGON FILLED.

2" ALUMINUM DRIP EDGE

ALUMINUM WOODGRAIN FASCIA

MOTION SECURITY

FLOODLIGHTS

HOSE BIB

LOCATION T.B.D BY

OWNER

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TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

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AR102538-CA30900

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3/8" = 1'-0"2 BUILDING ELEVATION - REAR

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FIRST LEVEL

0"

FIRST LEVEL T.O.P.

8' - 0"

5"

1'-0"

5"

1'-0"

A-301

2" ALUMINUM DRIP EDGE

ALUMINUM WOODGRAIN FASCIA

STUCCO WITH SHERWIN

WILLIAMS MULTI-PURPOSE

INT/EXT LATEX PRIMER AND

SHERWIN WILLIAM

SUPERPAINT OR SIMILAR.

COLOR: TBD.

CONCRETE SLAB FOR A/C MACHINE

SHINGLE ROOF

MOTION SECURITY

FLOODLIGHTS

HOSE BIB

LOCATION T.B.D BY

OWNER

FIRST LEVEL

0"

FIRST LEVEL T.O.P.

8' - 0"

5"

1'-0"

5"

1'-0"

A-301

2" ALUMINUM DRIP EDGE

ALUMINUM WOODGRAIN FASCIA

STUCCO WITH SHERWIN

WILLIAMS MULTI-PURPOSE

INT/EXT LATEX PRIMER AND

SHERWIN WILLIAM

SUPERPAINT OR SIMILAR.

COLOR: TBD.

SHINGLE ROOF

MOTION SECURITY

FLOODLIGHTS

HOSE BIB

LOCATION T.B.D BY

OWNER

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NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

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AR102538-CA30900

ISSUE - REVISION LOG

A R C H I T E C T U R E

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TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

A R C H I T E C T U R E

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2 ISOMETRIC RIGHT

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8" MASONRY REINF. IN SOLID

GROUTED CELL PER STRUCTURALS

CONCRETE SLAB

P.T. FURRING STRIP

1/2" GYPSUM LIGHTWEIGHT

WALLBOARD W/KNOCKDOWN

TEXTURE

GRADE

3 1/4" BASE @ FINISHED

FLOOR

3/4" P.T. NAILER

W/ 1/2" GYPSUM BOARD

5/8" GYPSUM OR

1/2" SAG-RESISTANT

GYPSUM BOARD

CONT. SOFFIT

TRUSS CONNECTION PER

STRUCTURALS

2x SUB FASCIA

SEE ELEVATIONS

TOP OF BEARING

0'-0"

FINISH FLOOR

6 MIL. VISQUEEN

VAPOR BARRIER

TAPED OVER

COMPACTED FILL. SEE

STRUCTURAL FOR

ADDITIONAL

INFORMATION

BATT INSULATION ABOVE THE

CELING

PRE-ENGINEERED TRUSS

SEE DETAILS FOR

WINDOW OR DOOR

APPLICATION

SEE STRUCTURALS FOR

FOUNDATION INFORMATION

1/2" PCBP (2 COAT)

1/2" PCBP (2 COAT)

COMPOSITE SHINGLES

R-4.1 INSUL.

FI-FOIL

BAFFLE IF BATT INSULATION IS USED

ALUMINUM WOODGRAIN FASCIA

2" ALUMINUM DRIP EDGE

FIRST LEVEL

0"

FIRST LEVEL T.O.P.

8' - 0"

GREAT ROOM

8' - 0" CLG

KIT/DINING

8' - 0" CLG

PORCH

8' - 0" CLG

EXTERIOR DRYWALL

KNOCK DOWN TEXTURE

SLOPED CONCRETE SLAB

SLOPED CONCRETE SLAB

MOTION SECURITY

FLOODLIGHTS

R-30 FIBERGLASS

BATT INSULATION

TRUSSES. SEE

STRUCTURAL DRAWINGS

LOWER CABINET W/ONE

DRAWER STACK

FORMICA COUNTERTOP

WITH INTEGRATED 4"

BACKSPLASH

30" HGT. UPPER CABINET

9/16" x3-1/4". PRIMED

FINGER JOINTED WOOD

BASEBOARD MOLDING OR

SIMILAR

11/16" x 2-1/4". PRIMED

FINGER JOINTED DOOR

AND WINDOW CASING

MOLDING OR SIMILAR

FIRST LEVEL

0"

FIRST LEVEL T.O.P.

8' - 0"

BATH

8' - 0" CLG

GREAT ROOM

8' - 0" CLG

A/C

8' - 0" CLG

LINEN

8' - 0" CLG

MASTER BEDROOM

8' - 0" CLG

R-30 FIBERGLASS

BATT INSULATION

TRUSSES. SEE

STRUCTURAL DRAWINGS

9/16" x3-1/4". PRIMED

FINGER JOINTED WOOD

BASEBOARD MOLDING OR

SIMILAR

11/16" x 2-1/4". PRIMED

FINGER JOINTED DOOR

AND WINDOW CASING

MOLDING OR SIMILAR

THREE BULB LED FIXTURE

24"x32" WALL MIRROR

1 HAN

WALK-IN TUB

RECESSED NICHE

HOSE BIB LOCATION T.B.D

BY OWNER

A-301

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NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

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3/8" = 1'-0"2 BUILDING SECTION A

3/8" = 1'-0"3 BUILDING SECTION B

Scale

File Name

Section

3/4" = 1'-0"

S1MX-01_MOD

1 STORY WALL SECTION

MONO FOUNDATION

M A

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C - 9

(2) COAT DECORATIVE STUCCO FINISH,

INSTALL PER ASTM C926

SOFFIT

NOTE: EXTEND STUCCO

SYSTEM ABOVE SOFFIT

DRIP EDGE

SUB FASCIA

ALUMINUM FASCIA CAP,

WHEN APPLICABLE

SUGGESTED, BUT NOT REQUIRED :

OPTIONAL "J" CHANNEL STUCCO

ACCESSORY, THE USE OF 1x P.T.

LUMBER IS ACCEPTABLE I.L.O.

ACCESSORY. THIS MUST BE

PRE-APPROVED BY BUILDER.

OR

INSTALLER MAY TERMINATE WITHOUT

THE USE OF AN ACCESSORY.

EXTENDED 1/2"

FOR DRIP

1. FOLD INWARD AT POINT "A" 1. FOLD INWARD AT POINT 'A'

2. CREASE AT POINT 'B'

FOLD AT 45°

1 2

1. FOLD INWARD AT POINT 'A'

2. CREASE AT POINT 'B'

3. CREASE AT POINT 'C'

1. FOLD INWARD AT POINT 'A'

2. CREASE AT POINT 'B'

3. CREASE AT POINT 'C'

4. FOLD POINT 'C' OVER POINT 'B' TILL

POINT 'C' TOUCHES BOTTOM FLANGE

3 4

FOLD AT 77°

77°

BOTTOM FLANGE

WATER TIGHT SEAL,

FOLD, DO NOT CUT

M

IN

5" M

IN.

110°

45°

A A

A A

B

B C

FELT UNDERLAYMENT

DRIP EDGE, OVERLAP 3", EXTEND 1/2"

BELOW SHEATHING, MECHANICALLY

FASTEN 4" o.c. MAX.

NOTE:

INSTALL KICK OUT FLASHING AT BOTTOM

OF ROOF AND WALL INTERSECTION

7/8" PCBP (3 COAT)

LAP LAYERS OF BUILDING WRAP OVER NAILING

FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES

LATH

(2) LAYERS WRB

ROOF/WALL SCREED

5"X5" WALL FLASHING

SHIN

GLE

ROOFIN

G

FA

SCIA W

RAP LA

P

UNDER

LA

YMEN

T

KICK-OUT

FLASHING (SEE

DETAIL)

L A P

U

D E R

L A Y M

E N

T

110°

WATER TIGHT SEAL

(BEND OR SOLDER, DO NOT CUT)

5" M

IN

M

IN

8" MIN.

1X4 OR DOOR TRIM

MOLDING CUT TO

ENCASE OPENING

BOTTOM CHORD

TRUSS 1/2" GYPSUM

BOARD OVER 23/32"

WOOD PANEL LID

22" MIN. WIDTH

30" MIN. LENGTH

M

IN

INSULATION DAMS

(7/16" MIN. WOOD

PANELS)

SELF ADHERING FLASHING

TAPE, BUILDER PRE-APPROVED,

MUST BE INSTALLED OVER WRB

& 60 MINUTE PAPER BEHIND

VERTICAL CONTROL JOINT

WHEN NAILS ARE USED.

VERTICAL CONTROL JOINT TO

BE PLACED FIRST AND THEN

LATH TO OVERLAP FLANGE

ELEVATION VIEW

VERTICAL CONTROL

JOINT CONT.

FOR PURPOSES OF HOLDING

ACCESSORY IN PLACE, LOOSE NAILS

MAY BE INSTALLED IN CENTER OF

OVAL HOLES. NAILS SHALL BE

LOOSE AND SHALL NOT BE CLOSER

THEN 36" O.C. AND SHALL BE

INSTALLED ON ONE SIDE OF

ACCESSORY, NOT STAGGERED.

MID-WALL WEEP SCREED

DO NOT SEAL WEEP

NOTE:

TRIM NAILING FLANGE ON HORIZONTAL

WEEP SCREED AND BUTTERFLY CUT

VERTICAL CONTROL JOINT TO BE PLACED

OVER WEEP SCREED. WEEP SCREED AND

CONTROL JOINT OUTER SURFACES SHOULD

BE FLUSH WITH NO BUG RUNS OR

PROTRUSIONS AND CONTROL JOINT

SHOULD DRAIN TO WEEP SCREED.

ONE-PIECE VERTICAL

"M" TYPE CONTROL

JOINT

LATH SHALL NOT BE

CONTINUOUS

THROUGH CONTROL

JOINTSTIE ACCESSORY TO LATH

FLASHING TAPE, BUILDER PRE-

APPROVED, WHEN NAILS ARE

USED TO HOLD ACCESSORY IN PLACE

(EXTEND 3" PAST WEEP SCREED)

WALL SHEATHING PER PLAN

W.R.B. & 60 MINUTE PAPER

(DO NOT DAMAGE WATER

RESISTANT BARRIER)

(3) COAT STUCCO 7/8" MIN.

THICKNESS, INSTALL PER ASTM

C926, C1063

METAL LATH (DO NOT DAMAGE

METAL LATH)

NOTE: WATER RESISTANT BARRIER AND METAL LATH MUST

LAP TO PROMOTED PROPER DRAINAGE

NOTE:

CONTROL JOINTS SHALL BE PLACED PER ASTM

REQUIREMENTS.

FLASHING TAPE IS NOT REQUIRED IF 60 MINUTE

PAPER AND WRB ARE NOT DAMAGED BEHIND THE

STUCCO ACCESSORIES.

IF WRB & 60 MINUTE PAPER IS DAMAGED THAN

SELF ADHERED FLASHING TAPE IS REQUIRED

BEHIND STUCCO ACCESSORIES.

PLAN VIEW

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NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

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File Name

Section

Scale

File Name

Section

Scale

File Name

Section

Scale

File Name

Section

Scale

File Name

Section

3/4" = 1'-0"

DFRS-01

WALL KICKOUT FLASHING

3/8" = 1'-0"

SOI-01

ATTIC ACCESS AT HOUSE

Scale

File Name

Section

Scale

File Name

Section

Scale

File Name

Section

NOT USEDNOT USED

NOT USEDNOT USED

NOT USED

1 1/2" = 1'-0"

DF-XF-01

"M" TYPE CONTROL JOINT

1 1/2" = 1'-0"

SECTION AT SOFFIT - CMU-MOD

Scale

File Name

Section

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C - 10

8"

6"

6"

6"

CEDAR SHINGLES

VENT OR FLUE PIPE

MASTIC

ROOF JACK

2X6 T&G WOOD DECKING

NAILED TO TIMBER

RAFTERS OR TRUSSES

CEDAR SHINGLES FOR HIGH

WIND RESISTANCE PER ASTM

D3161, OVER 15# FIBERGLASS

ROOFING FELT

NAIL BASE FOR SHINGLES

(PLYWOOD) SCREWED

THROUGH RIGID INSULATION

TO TRUSSES

R-30 RIGID INSULATION (6") IN

TWO OR THREE LAYERS WITH

HORIZONTAL AND VERTICAL

JOINTS STAGGERED

TRUSSES

CEDAR BREATHER LAYER

ICE AND WATER SHIELD

SEE

ELEVATIONS

TOP OF

BEARING

WALL SHEATING

(PREFAB UNTIL TOP BEARING)

WALL SHEATING

(TO BE BUILD IN FIELD)

6"

SHEATING

TRUSS - SEE STRUCT.

SECONDARY

UNDERLAYMENT

CROSS OVER PRIMARY

UNDERLAYMENT TO

THIS POINT

PRIMARY

UNDERLAYMENT

SECONDARY

UNDERLAYMENT

12" STRIPS OF SECONDARY

UNDERLAYMENT

1"

MASTIC BED AT VALLEY

METAL OVERLAP

3"

MIN.

2"

18"

STARTER COURSE

MASTIC BED

(TYPICAL)

PRIMARY

UNDERLAYMENT TO

EDGE OF RAKE

CLEATS AT 24" O.C.

24" WIDE COPPER VALLEY IN

10'-0" MAXIMUM LENGTHS AND

1" "V" CRIMP SEE PROFILE

8" WIDE VALLEY FLASHING IN

10'-0" MAXIMUM LENGTHS

8"

12"12"

18" 18"

4"4"

MASTIC UNDER VALLEY

METAL AT EAVE AND

UP UNDER FASCIA

COPPER DRIP EDGE

12" STRIPS OF SECONDARY

UNDERLAYMENT

ROOF

SHEATHING

METAL DRIP

EDGE

SECONDARY

UNDERLAYMENT

(2) ROWS OF SECONDARY

UNDERLAYMENT UP RAKE

CLEATS AT 24" O.C.

METAL

VALLEY

1"

PROFILE

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NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

A R C H I T E C T U R E

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File Name

SectionScale

File Name

SectionScale

File Name

Section

1 1/2" = 1'-0"

DRS-02

PIPE JACK DETAIL SHINGLE

1" = 1'-0"

SFX-08

SHEATHING FINISH AT ROOF

3/8" = 1'-0"

SRS-01

RIDGE/HIP CAP FLASHING

1 1/2" = 1'-0"

DRS-03

METAL VALLEY FLASHING DETAIL

Scale

File Name

Section

M A

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IO

N

C - 11

DRYWALL

INTERIOR

FINISH

DRYWALL

RETURN

P.T. BUCK,

BACK-CAULKED

(2) COAT STUCCO FINISH, INSTALL PER ASTM

C926, C1063

CONTINUOUS BEAD OF

SEALANT

TOP AND SIDE JAMBS ONLY

WINDOW ASSEMBLY

90° CORNER STUCCO

ACCESSORY

SEALANT/ADHESIVE

BUILDER PRE-APPROVED,

CONTINUOUS BEAD OF

SEALANT BEHIND WINDOW

FRAME AS PER

MANUFACTURER'S SPECS

"V" GROOVE IN

STUCCO 3_

" DEEP

P.T. BUCK

(2) COAT DECORATIVE STUCCO FINISH,

INSTALL PER ASTM C926, C1063

SEALANT/ADHESIVE

BUILDER PRE-APPROVED,

CONTINUOUS BEAD OF

SEALANT BEHIND

WINDOW FRAME AS PER

MANUFACTURER'S SPECS

90° CORNER

STUCCO

ACCESSORY

SEALANT/ADHESIVE BUILDER PRE-APPROVED,

CONTINUOUS BEAD OF SEALANT BEHIND

WINDOW FRAME AS PER MANUFACTURER'S

SPECS

CONTINUOUS BEAD

OF SEALANT

TOP AND SIDE

JAMBS ONLY

"V" GROOVE IN

STUCCO

DRYWALL

INTERIOR FINISH

DRYWALL INTERIOR

FINISH

PRECAST SILL,

STYLE BY BUILDER

(2) COAT DECORATIVE

STUCCO FINISH, INSTALL PER

ASTM C926, C1063

FINISHED SILL

PER PLAN

P.T. BUCK

BACK CAULKED

90° CORNER

STUCCO

ACCESSORY

SLOPED

CONTINUOUS

BEAD OF

SEALANT

"V" GROOVE IN

STUCCO

WINDOW ASSEMBLY

CMU

MIN. 1_

" DEEP

"V" GROOVE IN

STUCCO AROUND

WINDOW.1_

SEPARATION

NOT REQUIRED.

GROOVE TO BE

CAULKED

CMU

(2) COAT

DECORATIVE

STUCCO FINISH,

INSTALL PER

ASTM C926,

C1063

90° CORNER

STUCCO

ACCESSORY

ATTACHED TO

TOP, SIDE &

BOTTOM

SEALANT

DOOR

SWEEP

THRESHOLD

SET THRESHOLD

IN SEALANT

2x STUDS

1/2" GYPSUM WALL BOARD

TRIM

SHIM AS REQUIRED

DOOR FRAME

1/2" GYPSUM WALL BOARD

TRIM

1/2" GYPSUM WALL BOARD

TRIM

DOOR FRAME

TRIM

1/2" GYPSUM WALL BOARD

S E

A L

B

ID

P R

O G

R E

S S

S E

T

N O

T F

O R

C O

N S

T R

U C

T

NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

SHEET NUMBER

DATE:

JOB #:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

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