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GENERAL, CONSTRUCTION NOTES
I. WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) AS INDICATED ON THIS SET
OF DRAWINGS UNLESS NOTED OTHERWISE.
y, DEPOSITS AND FEES: DEPOSITS FOR UTILITIES INCLUDING WATER METER TELEPHONE
AND ELECTRICAL SERVICE TO BE MADE BY THE GENERAL CONTRACTOR PERMIT
FEES, AS REQUIRED, SHALL BE PAID BY THE CONTRACTOR FOR THAT PORTION OF
THE WORK
3. GENERAL CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER, AND
SANITARY FACILITIES AS REQUIRED FOR THE DURATION OF CONSTRUCTION.
4. PRIOR TO STARTING WORK THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT
OF ANY DISCREPANCIES IN THE PLANS. WRITTEN FIGURES INDICATING DIMENSIONS
SHALL BE USED INSTEAD OF SCALING THE DRAWINGS. MEASUREMENTS BY SCALING
SHALL NOT BE USED AS DIMENSIONS TO WORK BY. FIELD MEASUREMENTS ARE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR SHOP DRAWINGS MUST BE FIELD
VERIFIED.
5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES AND
REGULATIONS OR RESTRICTIONS HAVING JURISDICTION. GENERAL CONTRACTOR
SHALL PROMPTLY NOTIFY ARCHITECT UPON THE OBSERVANCE OF ANY VARIATION
BETWEEN THESE DOCUMENTS AND ANY APPLICABLE CODES OR ORDINANCES.
6. ALL CONSTRUCTION MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S
LABELS WHERE APPLICABLE.
1. ALL PIERS, SUPPORTS, SHELVING, FOUNDATIONS, ANCHOR BOLTS, HANGERS, WHICH
ARE REQUIRED BY A SUBCONTRACTORS FOR THE SUPPORT OR HANGING OF THEIR
EQUIPMENT SHALL BE SUPPLIED BY THE CONTRACTOR REQUIRING SAME.
8. FOR CONVENIENCE IN DESCRIPTION t AS A STANDARD FOR GRADE, TYPE, QUALITY
AND PERFORMANCE CHARACTERISTICS, PROPRIETARY NAMES ARE INCLUDED WITH
SOME DESCRIPTIONS. THIS DOES NOT IMPLY ANY PREFERENCE TO A PARTICULAR
MANUFACTURER, BUT MINIMUM REQUIREMENTS, WITH FINAL DECISIONS BEING MADE
BY THE OWNER AND ARCHITECT.
9. ARRANGE FOR SUITABLE STORAGE SPACE FOR MATERIALS TO PREVENT INCLUSION
OF FOREIGN MATERIALS AND DELIVER AT SUCH TIMES AS NOT TO INTERFERE WITH
OTHER OPERATIONS. MATERIALS ON SITE SHALL BE KEPT IN UNOPENED, ORIGINAL
CONTAINERS OR PACKAGES THAT BEAR IDENTIFYING LABELS WHICH ARE NOT TO
BE REMOVED UNTIL THEIR IMMEDIATE USE. PROTECT ALL MATERIALS FROM MINOR
ABRASICNS AND HANDLE MASONRY PRODUCTS WITH CARE TO PREVENT CHIPPING
AND DAMAGE.
10. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE
JOB SITE 4 LEAVE BUILDING BROOM CLEAN. ALL GLASS SHALL BE THOROUGHLY
CLEANED AT COMPLETION OF WORK ANY PANT SPECKS 4 OTHER CONSTRUCTION
MARKS SHALL BE REMOVED FROM ALL FINISHED SURFACES.
II. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP TO
BE FREE OF DEFECTS FOR A PERIOD OF NOT LESS THAN (U YEAR FROM THE DATE
OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE COMPLETED IN A TIMELY
MANNER WITHOUT ADDITIONAL CHARGE. THIS SHALL INCLUDE ELEMENTS WHICH ARE
DAMAGED BY SAID DEFECTS.
12. ALL LUMBER SHALL BE DOUGLAS FIR WITH A MINIMUM FIBER STRESS OF IOW PSI,
OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH
CCNCRETE OR MASONRY SHALL BE PRESSURE TREATED.
13. ALL METAL USED FOR CONNECTING WOOD MEMBERS SHALL BE GALVANIZED. ALL
NAILS, BOLTS OR OTHER METAL CONNECTORS SHALL BE GALVANIZED OR SHALL
BE CORROSION RESISTANT,
GENERAL. NOTES
I. GOVERNING CODE: FLORIDA BUILDING CODE (FBC 2011 6TH EDITION).
ANSI / ASCE 1-10 FOR WIND LOADS. (115 MPH WIDESPREAD EXPOSURE 'C')
2. REFERENCE STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL
MEAN THE LATEST EDITION IN EFFECT ON THE BID DATE OR DATE OF OWNER -
CONTRACTOR AGREEMENT UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED
BY THE GOVERNING CODE.
3. NOTES: NOTES ON THE INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY
OVER STRUCTURAL NOTES ON THIS SHEET.
4. SPECIFICATIONS: REFER TO THE SPECIFICATIONS FOR INFORMATION IN ADDITION
TO THESE NOTES AND THE STRUCTURAL DRAWINGS
5. ARCHITECTURAL: REFER TO THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS,
DOORS, WINDOWS, NONBEARING WALLS, CURTAIN WALLS, ELEVATORS, STAIRS,
SLOPES, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES,
ETC.
6. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE PLANS, SPECIFICATIONS,
REFERENCE STANDARDS t GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS
SHALL GOVERN. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT BEFORE PROCEEDING WITH WORK
1. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS
AND SITE CONDITIONS BEFORE STARTING WORK AND THE ARCHITECT SHALL BE
IMMEDIATELY NOTIFIED, N WRITING, OF ANY DISCREPANCIES. IN NO CASE CASE SHALL
DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL
DRAWINGS.
8. OMISSIONS/CONFLICTS: IN CASE OF OMISSIONS AND CONFLICTS BETWEEN THE PLANS,
SPECIFICATIONS AND SITE CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED BEFORE
PROCEEDING WITH THE WORK
9. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR SAFETY
AT THE SITE AND FOR THE STRENGTH AND STABILITY OF ALL PARTLY COMPLETED
STRUCTURES.
10. LOAD LIMITS: LOADS ON THE STRUCTURE SHALL NOT EXCEED THE DESIGN LOADS
SHOWN UNDER "DESIGN CRITERIA".
II, SUBMITTALS: WHERE SHOP DRAWINGS, MILL TESTS, OR OTHER ITEMS ARE REQUESTED,
SUBMITTAL SHALL BE MADE TO THE ARCHITECT PRIOR TO FABRICATION
OR INSTALLATION IN THE STRUCTURE, UNLESS SPECIFICALLY NOTED.
12. ALTERNATES: ALTERNATES FOR SPECIFIED ITEMS SHALL BE SUBMITTED TO ARCHITECT
FOR APPROVAL. CCNTRACTOR SHALL BUDGET FOR ARCHITECTURAL/ENGNEERING
FEES ASSOCIATED WITH THE REVIEW OF THESE MATERIALS.
GENERAL, PROJECT NOTES
I. ALL EXTERIOR WALLS TO HAVE 5/8" GWB OVER R-4.1 FOIL
BACK INSULATION TO UNDERSIDE OF STRUCTURE.
2. COMBUSTIBLE MATERIALS ARE PERMITTED IN THE PLENUM
SPACES.
3. PVC IS ALLOWED TO BE USED IN THE PLENUM SPACES.
4. EXISTING BUILDING SHELL AND ENTRANCE SHALL COMPLY WITH
NFPA 101 AND FACBC CURRENT ED. ALL NEW INTERIOR
BUILD -OUT SHALL COMPLY WITH NFPA AND FACBC CURRENT ED.
5. ALL FLOOR LEVEL TO COMPLY WITH FBC. NO CHANGES
OF LEVEL SHALL EXCEED 1/2" ON AN ACCESSIBLE ROUTE.
6. THE LAYOUT AND DESIGN OF SPACES DEPICTED IN THESE PLANS
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION.
1. CONTRACTOR TO PROVIDE SUBMITTALS FOR ARCHITECTS AND
OWNERS APPROVAL PRIOR TO PURCHASING / INSTALLING ANY
AND ALL HARDWARE
8. ALL DIMENSIONS ARE TO FINISHED FACE OF G.W.B. UNLESS
OTHERWISE NOTED. WHERE DIMENSIONS ARE NOTED TO
BE "CLEAR" OR "MIN." THEY REFER TO THE FINISHED FACE OF WALL.
9. PROVIDE WOOD BLOCKING IN WALLS FOR SHELVING, MIRRORS, AND
CABINET WORK AS REQUIRED TO ACCOMMODATE INSTALLATION.
COORDINATE WITH CABINET MANUFACTURER AND OWNER PRIOR TO
ANY CONSTRUCTION. SEE DETAIL ELSEWHERE.
10. ALL WOOD BLOCKING AND FURRING SHALL VERIFIED PRIOR
TO INSTALLATION
11, FIRE EXTINGUISHERS SHALL BE LARSEN'S MODEL No. MP-10,
MULTI -PURPOSE ABC, COMPLETE WITH MOUNTING BRACKET,
OR APPROVED SIMILAR
12. CONTRACTOR TO VERIFY FIRE EXTINGUISHER LOCATIONS WITH
FIRE MARSHAL BEFORE INSTALLATION.
13. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO
FABRICATION OR INSTALLATION OF ANY ITEM.
14, BUILD OUT SHALL COMPLY WITH F.B.G. 201-1 6th EDITION
FOR FABRICATION OR INSTALLATION OF ANY ITEM.
15. REFER TO PERMIT DRAWINGS ON FILE WITH THE MUNICIPALITY FOR SHELL
BUILDING AND SITE INFORMATION.
I6. EXIT DOORS SHALL COMPLY WITH FLORIDA FIRE PREVENTION
CODE, NFPA 101, SECTION 12.IB LOCKS, IF PROVIDED, SHALL
NOT REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL
KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE.
VERIFY WITH BUILDING SHELL DESIGN.
II SCOPE OF WORK II
THIS PROJECT IS A COMPLETE RENOVATION OF A HISTORIC SINGLE FAMILY HOME IN THE
TOWN OF ZEPHYRHILLS, WITHIN PASCO COUNTY, FLORIDA.
MECHANICAL WORK SHALL CONSIST OF (1) COMPLETE 35-TON AIR CONDITIONING SYSTEM
ELECTRICAL WORK SHALL CONSIST OF A COMPLETE RE -WIRE TO A NEW RECESSED
INTERIOR PANEL ON A NEW 200 AMP SERVICE.
PLUMBING WORK SHALL CONSIST OF NEW SANITARY AND SUPPLY LINES CONNECTED TO
EXISTING CITY WATER AND SEWER LATERALS.
STRUCTURAL WORK SHALL INCLUDE RELOCATION OF ONE WINDOW, REMOVAL AND INFILL OF 3
WINDOWS, AND NEW FLOOR PLAN LAYOUT WITH WOOD FRAMED PARTITIONS. SPRAY FOAM
INSULATION ON ALL EXISTING EXTERIOR WALL TO INCREASE RIGIDITY AND NEW BATT
INSULATION IN THE ATTIC.
EXTERIOR WOOD SIDING TO BE CLEANED AND REPAIRED. REPLACED PANELS TO MATCH
EXISTING IN SIZE AND TYPE. PAINT COLORS TO BE SELECTED FROM THE TOUTS PALLET OF
APPROVED COLORS FOR HISTORIC PRESERVATION.
FFCS-1COVERSIHEET
INDEX OF DRAWINGS
AND GENERAL PROJECT INFORMATION
D-1
DEMOLITION PLAN
A-1
FLOOR PLAN, LEGEND, DETAILS AND NOTES
A-2
REFLECTED CEILING PLAN, LEGEND, DETAILS AND NOTES
A-3
DOOR AND FINISH SCHEDULES, DETAILS AND NOTES
M-1
MECHANICAL PLAN, LEGEND AND NOTES
M-2
MECHANICAL SCHEDULES AND DETAILS
E-I
ELECTRICAL POWER PLAN, LEGEND, DETAILS AND NOTES
E-2
ELECTRICAL LIGHTING PLAN, LEGEND AND NOTES
E-3
ELECTRICAL PANEL SCHEDULE AND RISER
P-1
PLUMBING SANITARY PLAN, NOTES AND RISER
P-2
PLUMBING SUPPLY PLAN, NOTES AND RISER
T-I
PROPERTY INFORMATION AND NOTES
5-1
STRUCTURAL REPAIR LAYOUT AND DETAILS
N-1
STRUCTURAL NOTES
PROPERTY DESCRIPTION:
PARCEL "I1-26-21-0010-13100-0190
LEGAL DESCRIPTION: CITY OF ZEPHYRHILLS PB 1 PG 54 LOTS 19 t 20 BLOCK 131
BUILDING DEPART" LENT INFORM" GAT I ON
JURISDICTION: ZEPHYRHILLS BUILDING DEPARTMENT
5335 STH STREET
ZEPHYRHILLS, FLORIDA 33542
813-i80-0020
GOVERNING CODE:
• FLORIDA BUILDING CODE, BUILDING: 2020 1TH EDITION
• FLORIDA BUILDING CODE, MECHANICAL: 2020 1TH EDITION
- NFPA 10 NATIONAL ELECTRICAL CODE: NEC 2015 EDITION
BUILDING DATA SUM1" F4RY
BUILDING CONSTRUCTION: TYPE V-B, UNPROTECTED
AIR CONDITIONED FLOOR AREA: 1,520 SQ. FT,
TOTAL AREA: 1,920 50. FT.
II BUILDING CODE SUMMARY II
APPLICABLE CODE : FLORIDA BUILDING CODE 2020 (lth EDITION)
OCCUPANCY TYPE: GROUP R3 - RESIDENTIAL (SINGLE FAMILY)
GROSS BUILDING SQUARE FOOTAGE : +/- 1,520 SR
BUILDING HEIGHT : 2 STORY - 30'-0"
CONSTRUCTION TYPE: TYPE V-B, UNPROTECTED
THIS RENOVATION CLASSIFICATION 15 A "LEVEL 3 ALTERATION"
OCCUPANCY SUMMARY
ARY
USE AREA S.F.
R - RESIDENTIAL 1,520
a�
WIDTH OF EDGE STRIP (a) IN FEET = 8
BUILPING DATA
WIND VELOCITY (MPH)
140
IMPORTANCE FACTOR
121
EXPOSURE CATAGORY
C
INTERNAL PRESSURE Co +/-
0.18
MEAN ROOF HEIGHT (FT)
+/- 30
BUILDING WIDTH (FT)
BUILDING LENGHT (FT)
+/- 35
ROOF SLOPE (X:12)
8
Single Family Renovation for:
Historic Property
5436 10th Street
Zephyrhills, Florida 33542
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954.530.1765
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DATE:
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PROJECT MGR:
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PROJECT:
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DEMOLITION KEG' NOTES:
❑I PARTITIONS:
REMOVE EXISTING PORTIONS OF INTERIOR PARTITIONS AND EXTERIOR
WALLS AS NOTED.
❑2 PANELING:
REMOVE ALL EXISTING WALL PANELING.
REPAIR OR REPLACE ANY DAMAGED FRAMING.
FINISHED CEILING:
REMOVE ALL EXISTING CEILINGS.
®LIGHTING:
REMOVE ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED WIRING.
REhIOVE ALL EXISTING POWER OUTLETS, SWITCHES AND WIRING.
®FLOORING:
REMOVE ALL EXISTING FLOORING. REPAIR ANY DAMAGED WOOD
SUB -FLOORING.
❑PLUMBING:
REMOVE ALL EXISTING PLUMBING LINES AND FIXTURES.
®WINDOW REMOVAL:
REMOVE AND DISCARD EXISTING WINDOWS AS NOTED.
WINDOW RELOCATION:
REMOVE AND RELOCATE EXISTING WINDOW AS NOTED.
10 WINDOW AND EXTERIOR DOOR REPAIR
GLEAN AND REPAIR TO WORKING CONDITION ALL WINDOWS AND
EXTERIOR DOORS TO REMAIN.
ANY DAMAGED OR OTHERWISE COMPROMISED GLASS TO BE REPLACED,
MATCH EXISTING GLAZING COLOR
NEW HARDWARE TO BE APPROVED BY THE TOWN OF ZEPHYWILLS
PRESERVATION BOARD.
11 INTERIOR DOORS:
REMOVE ALL INTERIOR DOORS.
11 STAIR RAIL:
REMOVE EXISTING STAIR HANDRAIL.
I. DEMOLITION CONTRACTOR SHALL BE FULLY LICENSED AND INSURED AND
SHALL MAINTAIN COMPLIANCE WITH ALL O.S.H.A. AND OTHER APPLICABLE
SAFETY STANDARDS.
2. DEMOLITION CONTRACTOR SHALL MAINTAIN STRICT COMPLIANCE WITH ALL
RULES AND REGULATIONS GOVERNING THE DISPOSAL OF CONSTRUCTION
DEBRIS.
3. DEMOLITION CONTRACTOR SHALL MAINTAIN STRICT ADHERENCE WITH THE
LOCAL JURISDICTION'S RULES FOR CONSTRUCTION TIMES AND PROCEDURES
FOR PICK UP AND REMOVAL OF CONSTRUCTION DEBRIS.
4. DEMOLITION CONTRACTOR SHALL MAINTAIN STRICT COMPLIANCE WITH ALL
PUBLIC SAFETY PROTOCOLS APPLICABLE TO DEMOLITION WORK WITHIN THE
LOCAL JURISDICTION AND SPECIFICALLY AT THIS SITE.
5. DEMOLITION CONTRACTOR SHALL MAINTAIN STRICT ADHERENCE WITH THE
OWNER'S RULES FOR CONSTRUCTION TIMES AND PROCEDURES AND
FOR PICK UP AND REMOVAL OF CONSTRUCTION DEBRIS.
6. IMPORTANT: IF THEME IS ANY DOUBT AS TO WHETHER A COMPONENT IS
STRUCTURAL OR NON-STRUCTURAL, DEMOLITION WORK SHALL STOP AND
THE CONTRACTOR SHALL FILE AN W (REQUEST FOR INFORMATION) WITH
THE ARCHITECT. DEMOLITION WORK SHALL RESUME PURSUANT TO THE
ARCHITECT'S WRITTEN INSTRUCTIONS TO PROCEED.
1. THE SCOPE OF DEMOLITION WORK UNDER THIS PERMIT IS LIMITED TO THE
REMOVAL OF NON-STRUCTURAL BUILDING ELEMENTS WITHIN THE EXISTING
SPACE, AS DEPICTED BY DASHED LINES. ELEMENTS TO BE REMOVED AND
DISCARDED ARE DESCRIBED BELOW.
8. REMOVE ALL FINISHES IN ALL AREAS. STRIP AWAY ALL BACKING AND
SUPPORT FOR FINISHES, EXPOSING STRUCTURE BENEATH IN ALL AREAS,
ALL CONDITIONS THROUGHOUT.
00MO . I t I ON NOTES
SCALE:1/4" = 1'-0"
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FIRST FLOOR
FIRST FLOOR
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DEMOLITION PLI04 1
SCALE:1/4" = 1'-0"
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architecturedesignstudio
7501 NW 4th Street #212e
Plantation, FL 33317
954.530.1765
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Date: 2022.07.06
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DATE: 7/6/2022
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PROJECT: 22140
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NBC 101.3.5 ORES I DENT I AL. O MIC< LIST
I. SITE REQUIREMENTS: SCOPE OF WORK IS MINOR INTERIOR REMODEL - NOT APPLICABLE TO THIS
PROJECT,
2. FIRE-RESISTANT CONSTRUCTION (IF REQUIRED} NOT REQUIRED,
3. FIRE - NO FIRE REQUIREMENTS NECESSARY WITHIN THE SCOPE OF WORK FOR THIS PROJECT
4. SMOKE DETECTOR LOCATIONS: NEW SMOKE DETECTORS ON EACH SIDE OF THE BEDROOM DOOR
SEE ADDITIONAL SMOKE DETECTOR NOTES ADJACENT TO THE ELECTRICAL FLAW.
5. EGRESS:
EGRESS WINDOW SIZE AND LOCATION STAIRS CONSTRUCTION REQUIREMENTS -SCOPE OF WORK IS
FOR A MINOR INTERIOR REMODEL - NOT APPLICABLE TO THIS PROJECT.
6. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
• WALL SECTION FROM FOUNDATION THROUGH ROOF, INCLUDING ASSEMBLY AND MATERIALS
CONNECTOR TABLES WIND REQUIREMENTS STRUCTURAL CALCULATIONS (IF REQUIRED}. DOFF
WORK IS FOR A MINOR INTERIOR REMODEL - NOT APPLICABLE TO THIS PROJECT.
• FLOOD HAZARD AREAS, FLOOD ZONES, DESIGN FLOOD ELEVATIONS, LOWEST FLOOR ELEVATIONS,
ENCLOSURES, EQUIPMENT, AND FLOOD DAMAGE -RESISTANT MATERIALS: SCOPE OF WORK IS FOR
A KITCHEN REMODEL - NOT APPLICABLE TO THIS PROJECT.
• ACCESSIBILITY REQUIREMENTS: •
SHOW/IDENTIFY - SCOPE OF WORK IS FOR A MINOR INTERIOR REMODEL - NOT APPLICABLE
TO THIS PROJECT. as
ACCESSIBLE BATH - SCOPE OF WORK IS FOR A MINOR INTERIOR REMODEL - NOT
APPLICABLE TO THIS PROJECT,
T. IMPACT RESISTANT COVERINGS OR SYSTEMS - SCOPE OF WORK IS FOR A MINOR INTERIOR
REMODEL - NOT APPLICABLE TO THIS PROJECT.
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Date: 2022.07.06
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ROOF BELOW DN: c=US, o=Florida,
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x Date: 2022.07.06
15:46:17-04'00--------------
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REVISIONS:
RELEASED FOR: PERMIT
DATE: 7/6/2022
PROJECT MGR: DH
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SWING SINGLE LOUVRED BI-FOLD
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D
BARN -STYLE
HARDWARE SCHEDULE I DOOR / HARDU ARE SPECIFICATIONS
A - ENTRY •41 At -le 15 - PRIVACY
CONTRACTOR TO PROVIDE SUBMITTALS FOR OWNERS APPROVAL
PRIOR TO PURCHASING /INSTALLING ANY AND ALL HARDWARE
LAm
C - PASSAGE D - 0 "MY / PU KNOB I. PROVIDE HINGE STOPS AT ALL EXTERIOR DOORS.
2. ALL NEW DOORS TO BE PAINT GRADE, PRE PRIMED WITH 2 COATS OF PAINT.
3. OWNER TO DETERMINE PAINT COLOR AND STYLE OF ALL DOORS.
DOOR ScHrEDULZ
MARK
TYPE
SIZE (W x H)
FRAME
MATERIAL
HARDWARE
FINISH
REMARKS
1
U
B
2'-4" x 6'-8"
WOOD
WOOD
D
PAINT
U
A
2'-6" x 6'-5"
WOOD
WOOD
B
PAINT
U
A
2'-6" x 6'-S"
WOOD
WOOD
B
PAINT
U
C
6'-0" x 6'-S"
WOOD
WOOD
D
PAINT
U
D
2'--1 x 6'-S"
- -
WOOD
---
PAINT
WOOD BARN -STYLE DOOR WITH MANUFACTURER'S
HARDWARE KIT
U
D
2'-l" x 6'-8"
---
WOOD
---
PAINT
WOOD BARN -STYLE DOOR WITH MANUFACTURER'S
HARDWARE KIT
U
A
2'-6" x III
WOOD
WOOD
B
PAINT
U
C
5'-0" x 6'-8"
WOOD
WOOD
D
PAINT
U
A
2'-6" x 6'-8"
WOOD
WOOD
B
PAINT
10
B
2'-0" x 6'-a"
WOOD
WOOD
D
PAINT
01
C
5'-0" x 6'-S"
WOOD
WOOD
D
PAINT
12
A
2'-6" x 6'-S"
WOOD
WOOD
B
PAINT
13
C
5'-0" x 6'-8"
WOOD
WOOD
D
PAINT
REPAIR ALL EXISTING DOORS TO WORKING
p
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---
2'-4" x III
WOOD
WOOD /GLASS
A
PAINT
CONDITION. REPLACE ALL BROKEN GLASS TO
MATCH EXISTING. HARDWARE TO BE APPROVED BY
TOWN OF ZEPHYRHILLS PRESERVATION BOARD
WINDOW N06I
REPAIR ALL EXISTING WINDOWS TO WORKING CONDITION. REPLACE ALL BROKEN GLASS TO MATCH EXISTING.
U—/T\
LJ
ANY REPLACED HARDWARE TO BE APPROVED BY TOUN OF ZEPHYRHILLS PRESERVATION BOARD
0
WINDOW 'G' TO BE RELOCATED OVER THE KITCHEN SINK. SEE DEMOLITION AND FLOOR PLANS FOR EXACT LOCATION. REPAIR AS REQUIRED.
ROOr'l FINISH SCHM:)LIIIIIIIILE
TAG
LOCATION
FLOOR
BASE
WALLS
CEILING
REMARKS
ENTRY / STORAGE
VINYL
WOOD
PAINT - 1
GWB
FINISH SELECTION NOTE:
CLIENT TO REVIEW AND APPROVE ALL FINISH SELECTIONS PRIOR TO FINALIZATION
OFCONTRACTOR / CLIENT AGREEMENT TO AVOID DISCREPANCIES IN COST.
FINAL FINISH SELECTION 18 THE RESPONSIBILITY OF THE CLIENT.
POWDER ROOM
TILE -1
TILE
PAINT - I
GWB
FAMILY ROOM / DINING
VINYL
WOOD
PAINT - 1
GWB
KITCHEN
VINYL
WOOD
PAINT - 1
GI
MUD ROOM / PANTRY
VINYL
WOOD
PAINT - I
GWB
MASTER BEDROOM
VINYL
WOOD
PAINT - I
GWB
BATHROOM I
TILE -1
TILE
PAINT - 2 / TILE 2
GWB
STAIR
VINYL
WOOD
PAINT - 1
GWB
LOFT
VINYL
WOOD
PAINT - I
GWB
LAUNDRY
VINYL
WOOD
PAINT - I
GWB
BATHROOM 2
TILE -1
TILE
PAINT - 2 / TILE 2
GWB
BEDROOM 2
VINYL
WOOD
PAINT - 1
GW5
BEDROOM 3
VINYL
WOOD
PAINT - 1
GWB
FLOORING WALL BASE CEILING / WALL
tl 1 - WOOD- DRYWALL (GWB)
16" X 16" CERAMIC TILE WITH 1/8" GROUT 6" HIGH SOLID WOOD SMOOTH
GROUT t TILE COLOR AND STYLE T.BD. BY OWNER OR EQUAL. PROFILE T.B.D. BY OWNER FINISH WALLS AND CEILING
VINYL 1- COUNTERTOPS 4 4" BACKSPLASH
VINYL PLANKS
COLOR AND STYLE T.B.D. BY OWNER GRANITE
GRANITE SLAB TO BE SELECTED BY OWNER
WALL AND DOOR FINISH
AP INT_I:
LEVEL 4 DRYWALL FINISH W/ PAINT FINISH
BENJAMIN MOORE (OR EQUAL).
COLORS TO BE DETERMINED
PAINT-2:
LEVEL 4 DRYWALL FINISH W/ PAINT FINISH
BENJAMIN MOORE (OR EQUAL).
COLORS TO BE DETERMINED
TILE 2 -
CERAMIC WALL TILE WITH 1/8" GROUT
GROUT t TILE COLOR AND STYLE T.B.D.
. ALL FRAMES AND WOOD TRIM TO BE SEMI -GLOSS
PAINT BENJAMIN MOORE (OR EQUAL).
COLOR TO BE DETERMINED
• ALL DOORS TO BE PAINT GRADE (OR EQUAL)
WITH PAINT FINISH
PROVIDE
FULL BEAT
OF SEALA
BETWEEN
BUCK AND
FRAMING
TYPICAL INTERIOR FINISH SHALL BE
1/2" GYPSUM WALLBOARD (OR Ea AL)
EXT. INT.
T1'P I CAL Buc< DETA I LS
SCALE: NOT TO SCALE
WOOD SIDING
R-I(p SPRAY FOAM INSULATION
GYPSUM WALL BOARD
X6 P.T. WOOD BUCK FILLER ANCHORED W/ 1 1/2"
CASE HARDENED NAILS 4" FROM ENDS t s 6" O.G.
STAGGERED. THE WINDOW SHALL BE SECURED TO
THE STRUCTURE THROUGH THE BUCK IN
ACCORDANCE WITH THE MANUFACTURER'S
PRODUCT APPROVAL AND SPECIFICATIONS.
PROVIDE FULL BEAD OF SEALANT BETWEEN
BUCK AND FRAMING
°ROVIDE FULL BEAD OF SEALANT AT ALL
°DGES BETWEEN STUCCO AND WINDOW
RAME AFTER STUCCO HAS BEEN PAINTED.
Treb Arc, Inc
arch itectu redesignstudi o
7501 NW 4th Street #212e
Plantation, FL 33317
954.530.1765
00000000
Q• C, R. T R E4 ..
•C.)
AR94258 .' AI
AFp p
Digitally signed by Eric R
Trebbien
DN: c=US, o=Florida,
d nQua l ifier=A01410D00
000181A70023720002C
156, cn=Eric R Trebbien
Date: 2022.07.06
15:46:32-04'00'
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RELEASED FOR: PERMIT
DATE: 7/6/2022
PROJECT MGR: DH
PROJECT: 22140
A-3