HomeMy WebLinkAbout420 Treasure Ln 16-223; ELECTRICALCITY OF 85 N ORD
BUILDING FIRE PREVENTION
PERMIT APPLICATION
Application No: _
Documented Construction Value: S
Job Address: 4�0—
Parcel ID: � ��� - �" o — —
Historic District: Yes ❑ NoX
Residential,N Commercial ❑
Type of Work: New .Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work-
Plan Review Contact Person:
Phone: �—e 7. 9 /„Z -/,922 2, Fax:
Title:
Property Owner Information
Name��
Strect:(0 U 0 Resident of property?
City, State Zip: j•I& i 7`1-,,q yl) f-� 7 S l
Contractor Information
Name ,�,% ;,-: L '`��r}c/��icd,G.�i=rvi_r�=�, Phone:
Street: = / : � r '' Ee2J /L —.6 —11 Fax: _ `F c�
City, State Zip: State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
1�1-rnai[:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'T'ICE OF COMM VNCEMENT MAY RUSUL•T IN YOUR
PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NO"I'IC:11; OF' COMMENCEMENT MUST BE
RECORDED AND POSTED ON "THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN AT-T-ORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
.7�
Revision El
Response to Comments ❑
Perin it #
Project Address:
Contact: Daphne
Ph: 407-257-6940
Email: daphneclarkinc@cfl.rr.com
Trades ncoinpassed in revision:
�0/BLtildirig
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
}� VI$� Email: building@sanfordfl.gov
Submittal Date
Fax:
General description of revision:
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ROUTING INFORMATION
Approvals
15r 44 � L-141- ire
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
❑
Building
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
}� VI$� Email: building@sanfordfl.gov
Submittal Date
Fax:
General description of revision:
&ae"/�- e 0111-
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ROUTING INFORMATION
Approvals
15r 44 � L-141- ire
THORNBROOKE 50's
COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS
MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA,
5HINCaLE ROOF, ELECTRIC NEAT, 50 GAL, W,H., PAINTED
KNEE WALL5, ELECTRIC RANGE, 42" UPPER CABINETS,
PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND
ACRYLIC AT LANAI.
LOT 22 - THORNBROOKE 50' s
DAPHENE III - 2600 - ELEVATION "A"
GARAGE RIGHT
TAYLOR MORRISON
REDRAW NOTES
II -I0-15 CREATED LOT SPECIFIC PLAN FOR LOT 22 IN
THORNBROOKE 50', ELEVATION "A" GARA(aE
RICjHT W1 PLAN OPTIONS INCLUDING:
(3) CEILING FAN FRE -WIRES, (4) RECE65E0
CANS IN MASTER SUITE, BEDROOM 2,
BEDROOM 3, BEDROOM 4, DEN AND LOFT, (2)
PHONE OUTLETS AND (4) T v. OUTLETS.
PLAN REVISIONS
04-01-16 COMPLETED PLAN REV6ION5 TO INCLUDE:
QREMOVED METAL STAND AND BOLLARD AT
ELECTRIC WATER NEATER.
QREMOVED FIRE RATED SOFFIT NOTATIONS ON
ROOF PLAN.
DRAWING INDEX
COV - GENERAL NOTES, INDEX, SPECIFICATIONS
1 — SLAB INTERFACE PLAN
2A1 — MAIN FLOOR PLAN NOTES
2A2 — MAIN FLOOR PLAN DIMENSIONS
2B1 — UPPER FLOOR PLAN NOTES
2B2 — UPPER FLOOR PLAN DIMENSIONS
2C — INTERIOR ELEVATIONS, STAIR SECTION, DETAI
3A1 — FRONT ELEVATION
3A2 — ELEVATIONS, ROOF PLAN, BUILDING SECTION
3A3 FLASHING DETAILS
3A4 —FLASHING DETAILS
.4A — MAIN FLOOR ELECTRICAL PLAN
4B UPPER FLOOR ELECTRICAL PLAN
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6E -NERAL CONSTRUCTION NOTES:
CHAPTERS AND SECTIONS REFER TO F.C.R - 5TH EDITION (2014)
NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS
ARE TO BE CONSIDERED "NOMINAL DIMENSIONS"
OCCUPANCY AND CONSTRUCTION TYPE:
THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION.
CEILING CONSTRUCTION:
I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
BENEATH HABITABLE ROOM5 SHALL BE 5EPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/a INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE
THE 5EPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD
OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R102.3.5.
EXTERIOR FINISHES:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C,R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH JOB NUMBER 25002.322 •
ATTACHMENTS SHALL BE OF CORRO51ON-RE516TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCA CAD FILE NAME L 0 T 22 T5
HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE ISSUED 11-18-15
PER F.B.C.R. - 5TH EDITION (2014) R103h.2 AND A5TM C 926. PER F,B,C.R 5TH EDITION (2014) 8103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE REVISED 04-01-16
CORR06IGN-RE5I5TANT WEEP 5CREED OR PLASTIC WEEP SGREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE
LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED
AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP
SCREED. PER RB.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926.
STUCCO CONTROL JOINTS:
STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 100-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT
MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED la FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2
TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR
PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
EGRE55:
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM
OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FLASHIN(a:
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
ROOF OPENINGS.
2. APPROVED CORROSION-RESI5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED DAVIS B EWS
CORR05ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.3. DFUGH f;RnvP
WINDOW INSTALLATION: ' '
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 15o s7rivre E�rvLLEr Ensr
OLDPROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 813 . n 2 FLORIDA1300 sin
813 . 92S .1300 TEL
813. 925.1800 FAX
DWELLING/ GARAGE OPENINCa5: www.Unvlsi3Ews.conl
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 13/a" IN THICKNE55, SOLID CORE (5.c.)CR HONEYCOMB TAMPA • DENVEB-
CORE STEEL DOOR5 NOT LESS THAN 13/a" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CL051NG DEVICE. -�
FL OGD LONE REQUIREMENTS: Q •f ••••.0�'��''•
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
ASPHALT SHINGLES (IF APPLICABLE):.Lu
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I. WIND RE515TANCE OF ASPHALT SHINGLES. - A5PHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1.
LS2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TIO UNITS VERTICAL IN "• o f 0:-e a C:) _
12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS CF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, •°. ^, �.• �Gj
AS D 4x69, TYPE II OR TYPE IV OR A5iM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ��,t��rA,�`''+•••x,400 �.
(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4069, TYPE IV OR ASTM D 615115 REQUIRE[) IN ACCORDANCE WITH SECTION���„ %`
0
8905.2.1.��►rlt11111���
CLAY AND CONCRETE TILE (IF APPLICABLE):,
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.Br..R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS CF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO IS DETERMINED IN ACCORDANCE WITH
SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF 845 Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE
11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 63aO, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH
WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5o IS DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS
OF RAS Ila, 119 OR 120.
CHIMNEY NEI61-IT REQUIREMENTS (IF ri
APPLICABLE):
I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE
T -O" HIGHER THAN THE ROOF OR RIDGE THAT 15 l0'-0" AWAY OR CLOSER 0
TUB AND SHOWER AREAS:
I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 02aa, C1325, OR C111a AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE rE SNALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WIiNIN THE SLAB USING A
NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE,
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT
LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5N BLOCKS. GUTTERS WITH DOWNSPOUTS ARE
REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 JNCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPAGITIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCE65ILE FOR INSPECTION, SER'/ICE, REPAIR, AND REPLACEMENT WITHOUT BEHOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES
(162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.4a
mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO r J
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5, AUXILIARY [)RAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN INHERE DAMAGE TO ANY BUILDING`CCMPONENT WILL r**4
OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
SECTIONS M14113.
EX
\HAUSCT FANS C AND �\ rrNrlN(..r.. >w
(.OUTDOOR DISCHARGE. THE AIR REMOVE[) BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE[) TO THE OUip00RS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
SOFFIT, RIDGE VENT OR CRAWL SPACE. 0
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SMALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE
MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE •
MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 6005TER FAN 15 INSTALLED AND LISTED AND
LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER •
FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER
15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600
EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." •
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC,
ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE •
ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPON5I6ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO COVER SHEET
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY _
REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL
FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 10-14-2015
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EXTERIOR FINISHES:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C,R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH JOB NUMBER 25002.322 •
ATTACHMENTS SHALL BE OF CORRO51ON-RE516TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCA CAD FILE NAME L 0 T 22 T5
HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE ISSUED 11-18-15
PER F.B.C.R. - 5TH EDITION (2014) R103h.2 AND A5TM C 926. PER F,B,C.R 5TH EDITION (2014) 8103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE REVISED 04-01-16
CORR06IGN-RE5I5TANT WEEP 5CREED OR PLASTIC WEEP SGREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE
LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED
AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP
SCREED. PER RB.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926.
STUCCO CONTROL JOINTS:
STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 100-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT
MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED la FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2
TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR
PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
EGRE55:
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM
OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FLASHIN(a:
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
ROOF OPENINGS.
2. APPROVED CORROSION-RESI5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED DAVIS B EWS
CORR05ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.3. DFUGH f;RnvP
WINDOW INSTALLATION: ' '
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 15o s7rivre E�rvLLEr Ensr
OLDPROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 813 . n 2 FLORIDA1300 sin
813 . 92S .1300 TEL
813. 925.1800 FAX
DWELLING/ GARAGE OPENINCa5: www.Unvlsi3Ews.conl
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 13/a" IN THICKNE55, SOLID CORE (5.c.)CR HONEYCOMB TAMPA • DENVEB-
CORE STEEL DOOR5 NOT LESS THAN 13/a" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CL051NG DEVICE. -�
FL OGD LONE REQUIREMENTS: Q •f ••••.0�'��''•
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
ASPHALT SHINGLES (IF APPLICABLE):.Lu
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I. WIND RE515TANCE OF ASPHALT SHINGLES. - A5PHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1.
LS2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TIO UNITS VERTICAL IN "• o f 0:-e a C:) _
12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS CF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, •°. ^, �.• �Gj
AS D 4x69, TYPE II OR TYPE IV OR A5iM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ��,t��rA,�`''+•••x,400 �.
(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4069, TYPE IV OR ASTM D 615115 REQUIRE[) IN ACCORDANCE WITH SECTION���„ %`
0
8905.2.1.��►rlt11111���
CLAY AND CONCRETE TILE (IF APPLICABLE):,
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.Br..R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS CF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO IS DETERMINED IN ACCORDANCE WITH
SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF 845 Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE
11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 63aO, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH
WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5o IS DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS
OF RAS Ila, 119 OR 120.
CHIMNEY NEI61-IT REQUIREMENTS (IF ri
APPLICABLE):
I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE
T -O" HIGHER THAN THE ROOF OR RIDGE THAT 15 l0'-0" AWAY OR CLOSER 0
TUB AND SHOWER AREAS:
I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 02aa, C1325, OR C111a AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE rE SNALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WIiNIN THE SLAB USING A
NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE,
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT
LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5N BLOCKS. GUTTERS WITH DOWNSPOUTS ARE
REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 JNCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPAGITIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCE65ILE FOR INSPECTION, SER'/ICE, REPAIR, AND REPLACEMENT WITHOUT BEHOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES
(162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.4a
mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO r J
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5, AUXILIARY [)RAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN INHERE DAMAGE TO ANY BUILDING`CCMPONENT WILL r**4
OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
SECTIONS M14113.
EX
\HAUSCT FANS C AND �\ rrNrlN(..r.. >w
(.OUTDOOR DISCHARGE. THE AIR REMOVE[) BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE[) TO THE OUip00RS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
SOFFIT, RIDGE VENT OR CRAWL SPACE. 0
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SMALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE
MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE •
MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 6005TER FAN 15 INSTALLED AND LISTED AND
LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER •
FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER
15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600
EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." •
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC,
ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE •
ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPON5I6ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO COVER SHEET
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY _
REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL
FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 10-14-2015
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WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
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El
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ci a
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CLEAR OPENING HEIGHTS
IN DWELL INCA UNITS, WHERE THE OPENING OF AN OPERABLE
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OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
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SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) 8312.2
SAN�OFi'D
�FF'AF2CCt\�(i
HATCHING LEGEND
INSULATE WALL
MAIN FLOOD 1453 S.F.
UPPER FLOOR 1141 SR
TOTAL LIVINCI
2600
S.F.
C1AF,A
411
5,F,
LANAI
400
S.F.
PORC=H
144
5.r-.
TOTAL SQ. FT. 3(o21 S.F.
MAIN FLOOR PLAN NOTES
SCALE: I/4" = I'-011
GARAGE RIGHT
• JOB NUMBER 25002.322 •
CAD FILE NAME LOT 22 TB
ISSUED 11-18-15
REVISED 04-01-16
DAVIS BEWS
DESIGN GROVP
150 STATE STAEI r FAST
OLMMA R FLORIDA 34677
813.9 LS .1300 TEL
813. 925.1800 FAX
W W W.DAV ISBEWS.COM
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• JOB NUMBER 25002.322 •
CAD FILE NAME LOT 22 TB
ISSUED 11-18-15
REVISED 04-01-16
DAVIS BEWS
DESIGN GROVP
150 STATE STAEI r FAST
OLMMA R FLORIDA 34677
813.9 LS .1300 TEL
813. 925.1800 FAX
W W W.DAV ISBEWS.COM
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TITLE
MAIN FLOOR PLAN NOTES
SHEET
2A1
LANAI ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA = 400 SQ. FT. / 300 = 1.33 SQ. FT.
X 144 = 192 SQ. IN.
HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN.
# UPPER 2/3 ROOF VENTS REQUIRED = 1
HALF AT LOW SOFFIT / EAVE VENTS = 96.00 SQ. IN.
ACTUAL SOFFIT VENTILATION = 582 SQ. IN.
I- ------------L f - ---------------L J ------------ - -
I I
41 I/
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F
-------I
I I
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I VENT (TYP.) I
I I
I I
UPPER ROOF I I
I I
VENT REQUIREMENTS 6:12 RIDGE ':12
VENTILATION CALCULATIONS�—
ATTIC AREA = 1454 SQ. FI. / 300 = 4.85 SQ. FT. ' ,I
X 144 = 698 SQ, IN.
I I
HALF AT UPPER 2/3 ROOF VENTS = 348.96 SQ. IN. I I
# UPPER 2/3 ROOF VENTS REQUIRED = 3
HALF AT LOW SOFFIT / EAVE VENTS = 348.96 SQ. IN. I 4� I
ACTUAL SOFFIT VENTILATION = 1482.45 SQ. IN.
I I
I I
I I
HATCHING INDICATES LINE -
s i OF RECE55 IN TRU55E5
o_ ?71 I FOR HANGING AIH
- I - - - -
------------------r--------F--------
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I
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I
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11/2" THICK
ATTENTION TRJ55 MANUF.:
PA15E HEEL AT NIGHER PITCHED i I
ROOF IF ADJACENT TO A LOWER i
PITCHED ROOF TO ENSURE FASCIAS
AT BOTH ROOF PITCHES ALIGN
IAT ALL APPLICABLE LOCATIONS) ILI v
ROOF PLAN_
SCALE: Ila" . 1'-0"
SAND FIN15H
KEYSTONE
(IF APPLICABLE)
RAISED
SAND FINISH
TEXTURED BANDING
VENT CALCULATIONS BASED ON THE FOLLOWING
* 144 SQ. IN, PER 4 FOOT OFF RIDGE VENT
* 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT
G,C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS
REQUIRED, PER MANUFACTURER'S SPECIFICATIONS
OF NET FREE AREA PER VENT.
GARAGE/PORCH ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA = 621 SQ. FT. / 300 = 2.07 SQ. FT.
X 144 = 298 SQ, IN.
HALF AT UPPER 2/3 ROOF VENTS = 149.04 SQ. IN.
# UPPER 2/3 ROOF VENTS REQUIRED = 2
HALF AT LOW SOFFIT / EAVE VENTS = 149.04 SQ. IN.
ACTUAL SOFFIT VENTILATION = 517.4 SQ. IN.
%* GL.EAIz OPENING, HEIGHTS
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES A50YE THE FINISHED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PA5546E OF A 4 INCH DIAMETER SPHERE WHERE
=I< INSTALLATION OF EXTERIOR LATHING AND FRAMING SUCH OPENIN65 ARE LOCATED WITHIN 24 INCHES OF THE
APPLICATION REQUIREMENTS TO BE PER F.B.C., - 5TH FINISHED FLOOR PER F.B.C,, - 5TH EDITION (2014) 8312.2
1,13/4" EDITION (2014) R103.6.1 AND A5TM C 100,
THICK THICKNE55 OF TEXTURED FIN16H OVER FRAME WINDOW FALL 'PREVENTION DEVICES AND WINDOW GUARDS,
APPL ICATION TO BE PER F.S.C.R. - 5TH EDITION (2014) WHERE PROVIDED, SHALL COMPLY WITH THE
8103.0.2 ANI) A5TM C 926. REQUIREMENTS OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION
* * * * * * (2014) 83122
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND /
OR SAND FINISH KEYSTONE
SCALE: 3" _ 1'-0"
PLT. NT_ - - -
SHINGLE-\
ROOF
_ SECOND FF. LINE _ 4 2
�r TEXTURED
FINISHuci
MAIN FF. LINE
GRADE LINE
(ASSUMED)
PLT. HT.
-4"
(VERIFY W/ TRUSS MANUF.)
12
aV
�— ROOF TRU5SE5
AT 24" O.C.—
(TYPICAL)
.C.---(TYPICAL)
L
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42" H.
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SCALE: Ila" - I'-0"
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- — FINISH 6" BANDING
T.O.M. -`
EZTEXTUREDTEXTURED
FINISH / t FIN15H
MAIN FF. LINE -
LEFT ELEVATION
SCALE: 1/3" : I'-0"
GRADE LINE
(ASSUMED)
12 12
6[/ LSHINGLE �6
ROOF
PLT. HT.
• ❑ . STUCCO
r * i FINISH
12
�— SHINGLE �4 SECOND FF. LINE
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❑ ❑ ❑
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FINISH
L_��_JJTEMP.j MAIN FF. LINE
ZEAR ELEVATION
SCALE: Ila" _ I'-0"
12
12
�6
G.C. VERIFY ALUMINUM LSNINGL E
OVER 2x6 5UB-FA5CIA ROOF -
(TYPICAL)
L STUCCO
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TEXTURED TEXTURED
AT 51DE5 FINISH / RETURN TEMP. ��, FIN15H
MAIN F.F. LINE
- - - - - - - - - - - - -
GRADE LINE
(ASSUMED)
RIGHT ELEVATION
SCALE: I/a" : 1'-0"
12� I
Uj LLI
lLI
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2'-0'
TYP.
RETURN
AT 51DE5
MAIN FF. LINE
PLT. HT.- — -
SHINGLE �,
`ROOF a1
12 --J SECOND FF. LINE
TEXTURED `r
FINISH `r
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OVER 2x6 5UB-FA5CIA ROOF -
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AT 51DE5 FINISH / RETURN TEMP. ��, FIN15H
MAIN F.F. LINE
- - - - - - - - - - - - -
GRADE LINE
(ASSUMED)
RIGHT ELEVATION
SCALE: I/a" : 1'-0"
12� I
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TEXTURED `r
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ELEVATION "A"
JOB NUMBER 25002.J22 •
CAD FILE NAME LOT 22 T8
ISSUED 11-18-15
REVISED 04-01-16
•
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DAVIS BEWS
•
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DESIGN GROVP
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OLDSMAR, FLORIDA 34677
813.9"25.1300 TEL
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JOB NUMBER 25002.J22 •
CAD FILE NAME LOT 22 T8
ISSUED 11-18-15
REVISED 04-01-16
GARAGE RIGHT
• TI TLE •
SIDES AND REAR ELEVATIONS
ROOF PLAN
QUILDINC SECTION
DETAILS
Y
DAVIS BEWS
DESIGN GROVP
150 STATUE STREEr EAST
OLDSMAR, FLORIDA 34677
813.9"25.1300 TEL
813. 925.1800 FAX
"2
W W W.L)AVISBEWS.COM
TAMPA • E?ENVER.
GARAGE RIGHT
• TI TLE •
SIDES AND REAR ELEVATIONS
ROOF PLAN
QUILDINC SECTION
DETAILS
ELECTFf CAL KE"r
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
,F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
F� SPECIAL PURP05E OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
S THREE-WAY SWITCH
J4 FOUR-WAY SWITCH
$ D DIMMER SWITCH
-} CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
4 EXHAUST FAN
(Q. EXHAUST FANLIGHT COMBINATION
D ELECTRIC DOOR OPERATOR (OPTIONAL)
Fc -51 CHIMES (OPTIONAL)
El PUSHBUTTON SWITCH (OPTIONAL)
cn CARBON MONOXIDE DETECTOR
so SMOKE DETECTOR
so c SMOKE / CARBON MONO, COMBO DETECTOR
FQ TELEPHONE (OPTIONAL)
TELEV15ION (OPTIONAL)
(D THERMOSTAT
ri ELECTRIC METER
-MEL ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
c , ROUGH -IN FOR OPT. CEILING FAN
U kJ
c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/
<1 J ROUGH -IN FOR OPT. CEILING FAN
NOTES -
I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) A5 INDICATED
ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES.
2. UNLE55 OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES.... 42"
OUTLETS..... 14"
TELEPHONE ... 14" (UNLESS ABV COUNTERTOP)
TELEY151ON... 14"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIDRARIE5, DEN5, 6UNROOM5, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GF.C.I. PROTECTED (GF.1).
6. IT 15 THE RESPON5I5ILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WOW 15 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.. - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A F0551L -FUEL -BURNING NEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
8. ALAW6 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE
BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE
L15TED OR LABELED 13Y A NATIONALLY RECOGNIZED TESTING LABORATORY.
MAIN DISCONNECT -- METER
COMDO - SQUARE D
REFER TO FLOOR
PLAN FOR NOTED MAIN DISC,
AMPS. REQUIRED
UNDERGROUND
SERVICE BY
POWER COMPANY
4/0 ALU. CABLE
A/C
DISC.
TYP.~'14 AND 12 COPPER TO
INSIDE LIGHTS AND OUTLETS
PANEL 110 COPPER TO
WATER HEATER
—$a COPPER TO RANGE
$4 COPPER TO 5/8" GROUND ROD
AL60 SERVICE TO BE BONDED
TO FOOTING STEEL
ELECTRICAL RISER DIAGRAM
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
A/C PAD NO.2 A/C PAD NO. I
(VERIFY (VERIFY
LOCATION) LOCATION)
(2) AIG
DISCONN.
W.P.
I P GF.I.
HORIL
MAKE-UP
LIGHTS
ELEC.
METER
W.P. / G.F.I. FOR
T.U.G. SERVICE
COACH
LIGHT
I'd31CiNil
���LDING
501FORD
MAIN FLOOR ELECTRICAL PLAN-
GARAGE
RIGHT
JOB NUMBER 25002.222
CAU FILE NAME LOT 22 TB
ISSUED 11-18-15
REVISED 04-01-16
DAMS BEWS
DESIGN GROVP
150 STATE STRE.E:1' FAST
OLDSMAR, FLORIDA 34677
813 925 .1300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVEB-
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JOB NUMBER 25002.222
CAU FILE NAME LOT 22 TB
ISSUED 11-18-15
REVISED 04-01-16
• TITLE •
MAIN FLOOR ELECTRICAL
PLAN
DAMS BEWS
DESIGN GROVP
150 STATE STRE.E:1' FAST
OLDSMAR, FLORIDA 34677
813 925 .1300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVEB-
_ EST. 1994
• TITLE •
MAIN FLOOR ELECTRICAL
PLAN
c
c
0
FOUNDATION PLAN
FOUNDATION NOTES:
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED.
2, PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON
COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER
MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT
CODE EDITION.
3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
ENDS) W/MIN. 1'2 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
LAP SPLICES SHALL BE NO LESS THAN 25".
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
RECESSING DOOR SILLS,
5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR
USE ALTERNATE APPROVED METHOD.
7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON 1 FOR STANDARD
FOOTING STEP DOWN AND CORNER INFORMATIO .
12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION 0-u%E '
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
PSF.
14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE
STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND
FOOTING SIZES PENDING DEPTH OF STEMWALL.
FOOTING SCHEDULE
O12"x12"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
ZO24"x24"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.
2.6 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
O36"x36"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.
3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.
4.5 WAY MIN. 2" I-IORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
O60"x60"x16" dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
SYMBOLS LEGEND
IN INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.
TO TIE BEAM ( O.C. MAX U.N.O.).
® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
* INDICATES GROgT' FILLED�CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT
#5 CONT. FT.G TO TIE BEAM.
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