432 Treasure Ln 15-2762 (A) NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: :15100004 DATE: AttJttst 31, 2015
BUILDING APPLICATION #: 15-10000413
BUILDING PERMIT NUMBER: 15-100004:1.3
UNIT ADDRESS: TREASURE: LN., 432
21-19-30-5TT-0000-0190
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG:
SUF:
PARCEL:
SUBDIVISION:
TRACT:
PLAT BOOK: PLAT BOOK PAGE:
BLOCK:
LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME;: TAYLOR MORRISON OF
FL., INC.
ADDRESS: 151 SOUTHHALL LN.,
#200 MAITLAND
FL 32751
LAND USE: SINGLE FAMILY DETACHED
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 432 TREASURE LN.
LOT 19 /
SFR
THORNBROOKE
-------------------------------
--------------------------------------------------
FEE BENEFIT FATE
UNIT
CALC
UNIT
TOTAL DUE
TYPE .DIST SCHED
--------------------------------------------------------------------------------
RATE
UNITS
TYPE
ROADS-.ARTERIALS CO -WIDE ORD
Single Familyy Housing
ROADS
705.00
1.000
dwl unit
705.00
-COLLECTORS N/A
SingcIle Family Housln(1
.00
1.000
dwl unit
.00
FIRE RESCUE N/A
LIBRARY CO -WIDE ORD
00
Sin le Family Housin
SCHOOLS
54.00
1.000
dwl unit
54.00
CO -WIDE ORD
Family HoN'Ang
5,000.00
1.000
dwl unit
5,000.00
PARKS
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUNT DUE 5,759.00
V
STATEMENT'
RECEIVED BY: i SIGNATURE: y /�
r LEASE PRINT NAME) rrr
DATE: Q
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE -TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT
2 -FINANCE 4 -LAND MANAGEMENT
**NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESC'UE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE; OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE: ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN
CERTIFICATE; OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE PLAN IMPLEEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOY LEFT OF THIS STATEMENT.
***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
* DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356,
Revision
Response to Comments ❑
Permit #'""
Project Address:
Contact: Daphne Clark
Ph: 407-257-6940
Email: daphne@PermitsPermitsPermits.com
Trades encompassed in revision:
Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
City of Sanford
M5Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date Jr
ORD
OpY
Fax:
General description of revision:
aaq& Ew I a a
-l�
/) c 664d GAO
C 7,-64 /7)
Department
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Fire Prevention
ROUTING INFORMA'T'ION
Approvals
❑ Building qf— (G' k- f �
A
GENERAL NOTES
WIND DESIGN LOAD INFORMATION
FOUNDATIONS
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
BEARING CAPACITY 2000 PSF
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
TERMITE TREATMENT
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
(PSF)
MINIMUM G50 ZINC COATING
TREATED FOR THE
THE SOIL UNDER THIS STRUCTURE SHALL S, OR A PERIMITER TREATMENT
PREVENTION OF SUBTERRANEAN TERMITES,
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
CONSUMER SERVICES.
PRESERVATIVE WOOD TREATER.
O
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
CAST IN PLACE CONCRETE
OF PRESSURE TREATED WOOD.
(+) 21.2
PREFABRICATED WOOD TRUSSES
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
(- 28.3
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS
CONFORMING TO ASTM A-615 GRADE 40.
ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR
3. WELDED WIRE FABRIC: SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO.
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN
"SPECIFICATIONS FOR STRUCTURAL CONCRETE! FOR BUILDINGS," ACI 301.
TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE
5, HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD
AT EACH END SHALL BE PROVIDED.
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
THE LATEST EDITION OF ANSI TPI 1.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
MANUFACTURER UNLESS NOTED ON PLANS
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
STANDARD DESIGN PRESSURE NOTES
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 nim) IN DIAMETER USED AS
TRUSS DESIGN LOADS:
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
TOP CHORD: Lr= 16 PSF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
3. FASTENERS OTHER TI --IAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
DL = 14 PSF (TRUSS OVERBUILD)
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
BOTTOM CHORD: DL = 5 PSF
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MINIMUM FLOOR DESIGN LIVE LOADS.-
OADS:MASONRY
MASONRYWALL CONSTRUCTION
A)FLOORS = 40 PSF
B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT)
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
C)DECKS = 40 PSF
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
D) STAIRS = 40 PSF
PSI (f'm = '1900 PSI)
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
MINIMUM FLOOR DESIGN DEAD LOADS:
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
A)FLOORS = 15 PSF
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
B) BALCONIES = 15 PSF
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4"
POSITIONERS IN MIDDLE OF WALL
FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2
BLOCKING w/ (3) 12d TOENAILS EACH END.
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
'12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133.
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1
WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63).
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2)
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
12d TOENAILS REQ'D. EXT: SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
CONSOLIDATION.
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
WOOD CONSTRUCTION
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133.
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS,
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
HANGERS.
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
FIELD REPAIR NOTES
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
1. OMITTED REBAR
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. .
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BEND).
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
2. STRAPS/CONNECTOR SUBSTITUTION
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
& LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
3. STAIR CONSTRUCTION
DESIGNED AND DETAILED BY OTHERS.
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.)
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
4. METAL STUD SUBSTITUTION
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
5. OMITTED J -BOLT
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
-1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
w/ SIMPSON SET EPDXY @ 5" MIN EMBED.
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED
J -BOLT, TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
6. MORTAR JOINTS
NOT.
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
MASONRY IS TO BE PRESSURE TREATED.
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
*"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
WOODEN TOP PLATES.
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
ENGINEERED LUMBER
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
7. OVERHANGING CMU WALL
VALUES AS FOLLOWS:
-FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
COLUMNS BEAMS STUD
CELLS PER PLAN,
E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N,O. E = 1,500,000 Ib/in z U.N.O.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/211, GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
Fb = 2500 Fb = 3000 Fb = 2200
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS.
Ft =1 500 Ft = '1700 Ft = 1500
STRUCTURAL STEEL
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
Fc 1= 900 Fc i = 900 Fc j = 450
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy =
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
Fv = 285 Fv = 285 Fv = 150
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
CONDITION U.N.O.
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
CEILING CONSTRUCTION
TO BE A307 THREADED ROD &CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
ECEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
OTHERWISE SPECIFIED.
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
LIVING SPACE IS ABOVETHE GARAGE.
CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE
3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF
3/6" UNO.
TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/
SIZES, SPACING, &LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
$d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.G. IN FIELD.
FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
UNDER STAIR PROTECTION
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH
INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
(12.7MM) GYPSUM BOARD.
SUBMIT REPORTS TO ARCHITECT AND ENGINEER,
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY II
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
WIND PRESSURE & SUCTION
EFFECTIVE
NOTES & CONNECTOR LEGEND
(PSF)
WIND
ROOF FRAMING PLAN
LINTEL PLAN
FOUNDATION DETAILS
SD2
(�) VALUE DENOTES PRESSURE
AREA (SQ FT)
SD3
(- VALUE DENOTES SUCTION
AREA
O
O
10
(+) 21.2
(+) 21.2
(-) 22.9
(- 28.3
20
(+) 20.2
(+) 20.2
INTIALS v
O 22.0
(- 26.4
50
(+) 19.0
(+) 19.0
(-) 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
(-) 19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
(+) 18.4
(+)17.7
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4 aI
5 5
Pa
STANDARD DESIGN PRESSURE NOTES
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA. OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
SHEET
S1
INDEX OF DRAWINGS
SHEET TITLE
STRUCTURAL NOTES
S2
FOUNDATION PLAN
S3
DOWEL PLACEMENT PLAN
S4
FIRST FLOOR FRAMING PLAN
S4.1
NOTES & CONNECTOR LEGEND
S4.2
S5
SD1
ROOF FRAMING PLAN
LINTEL PLAN
FOUNDATION DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
SD4
SD5
SD6
GENERAL DETAILS
TWO STORY DETAILS
TWO STORY DETAILS
ST1
w
GENERAL STAIR DETAILS
MASTER UPDATES , y
. e
NUMBER
DATE
DESCRIPTION
INTIALS v
1
6/3/2015
CREATED ELEV. A,B,C AND MINOR OPTIONS
EA
w
��
RECORD COPY
13UI�L1
t' �
�FzrrnE�' '
2 7,5
LO
L11
¢®
z
w
w
G
N_
z W
O
o�
`O n
Lu
Q M
000
(D LLI F -
Q Q Q
LL]
LL
w l j r
U-
O
cn
z
O w
awava®ao ay��r® �� w
ral z z
7 0
`U Me L
a
is
7v N1,
O c �
r _
0
LL
o�
Lu
O
z O
4 a f4 v
U z _
Q °
z z
LL c1 i
O Cly` U
z
0 o
O
DY
w
L
U�
F- 9
U
O z
O Lu U
O--j h a `r
n `� o r7
z U(juN E
O Q z� m v
0
o�
U Uo ooco_
C) 1- U)
w ] :0 ¢ °oCS
O Q o°
z
U I- u- LN¢
Lu N
w z U U
O
O
U f- .
Uuj
z/
w `b° )
0 M
W
01
(�
C9
z
O
>
J
w
z
w
w
��
w
<
0
_
L
o
n
w
z
CN!
O
M
wW
0�
M
®
..
w
Q
v
CL
I-
S"rRUCTURAL ENG:
CFG
J
DRAFTING:
I -
Z
w
-STRUCT:
--
-
AML
0
QC CHECK:
CC
63
JOB No.
TM - 2150966
SCALE:
AS INDICATED
DATE:
08-15-'15
Dim
K4 SYP #2 LEDGER TO TOP
HORD w/ (2) 1/4" x 3" SIMPSON
DS SCREWS @ 4" O.C.
32x8 TOP @ 9'-4"
FIRST FLOOR FRAMING PLAN
WALL. LEGEND W LO
I--
<
- ❑
= 9'-4" T.O.M. =INTERIOR/EXTERIOR z e --
BEARING WALLS VERIFY w - — — -- --
HGT. W/ ARCHITECTURAL
PLAN U.N.O. w
0
IN
Z U)
O �
Z
❑ p
u n U)
LL
❑
O U O
U
U W i -
z ❑ Q
❑ W
u U)
m
W
❑
J
LL
w
L
0
0®1�ai9�49/��® w -t��®®®® Q
ell
4-9
CO 10 9
,h` r
CD ❑
00 IQ 0
w
IL
O •
p (D O\
Z� (D
Q!f d
(D
LwL I� R v U
I— O Z
4 U O
Q o
S -
LL O
p
Z �00�5 U
O Y
0 O _
. O
w
w
j
rY
F-
U)
❑ `� z
U)
�.
0 W
In
O °� uzz�',
Q
<Z��a>�
(� p ai
U U a`�'`
p F U) pj 1
J .....1 (n (r.Z(1o 0
w D Q 0(Q') 7 W"
S Z < �co F -Lu 7-z
O
J
w 4�<
z I ,J z
o O O
c LL
LjjU
W
LL
Z -�- t )
❑ w �
W
O
z
U
Z_
d I�
Q
0>
- L1
z -i
w w 3
�- LL!
of
z
o z W 0
0
0�®�e
❑ ® a 0 ,
w 0
o
~ � Lu
U
ry
L0 W 0°
w 0
U:n
ry - - -
u� j STRUC ruRAL ENG: CFG
Q DRAFTING:
�C'pi\-k w _--STRUCT: AML -
0 QC CHECK: CC
1 T7 6 2 JOEL No. 1 M- 2150966 --
SCALE: AS INDICATED
~ DATE: 08-18-15
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
j
STANDARD 2ND FLOOR FRAMING
NOTES:
1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR
TO FOLLOW THE DETAILS INDICATED BELOV\P'
OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
SHEATHING IS NOT CONTINUOUS)
OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
SHEATHING IS NOT CONTINUOUS)
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O.
WALL LEGEND
= 9'-4" T.O.M. 111111M = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
PLAN U.N.O.
EXTERIOR FRAME WALL
SCHEDULE
rl+Yla MORRISON.. , a
_
WALLS WITH PLASTER OR STUCCO FINISHE'
WALL HEIGHT
STUD & SPECIES
SPACING
2x4 SPF #142
16" O.C. MAX
2x4 SPF #1/#2
16" O.C. MAX
9'-4"
2x4 SPF #1/#2
16" O.C. MAX
10'-0"
2x4 SYP #2
12" O.C. MAX
EXTERIOR FRAME WALL NOTES
1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER END ZONE ARE TO
BE 2 -PLY BUILT UP MEMBERS (SPECIES AND SPACING AS NOTED IN
CHART ABOVE). SEE DETAIL WF08/SD4 FOR BUILT UP STUD NAILING
PATTERN.
2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING AND
NAILING PATTERN.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF
SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR
REVIEW OF EXTERIOR STUDS
3. SEE DETAIL W302/SD5 FOR FRAMING REQUIREMENTS FOR
EXTERIOR 2x6 / 2x8 FRAME WALLS.
4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
5. IF EXTERIOR FRAME WALL IS NOT SUPPORTING PLASTER OR
STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O.
LO
W
in N
z �--
v�
w
tr
d'
0
N_
z Cn
O W
_ :D
o p
Lu
_r_ F
L0Q L
W m
O U O
U
O W I—
QIC) Icl
U)
m j
W
O — — —
w
W W
FT- 0L
LL
yc0i.�: �®0,��1989B9dd®d
Clp9 4 HOp�` ®1 O
L
z z
vie
�* m
2E 0
'tt1 r L> 'L W'
Y
(n
W I
CL
O
U
z O LJ co
W �� v ` o
CL
n-
=LL1 0
O H V II,I,IIiII ViU
o`v 0
O o 2
G
j
O
0
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B Ld
F-
U
tY
F-
O �
0
Z Q6 W zHr,h E
Z r�? _j c8
Z � rn
U z U ��vi- c
O I— (0 wL_u �
-J �
W �C �O�
co
W w o
T < < LL,z
O n
z �. U �-
wcv
r. U <v
z Z o
O
o
�
[. O
z W
u) -
w
W
O
0-
0 O
z
0 >
O
J w
Q
w
w 0
I— w
Imo- z :c
_ 0CL°�
s a �
Q 0(50 �
W 04
Z
W �W� m- -
u� W0 0
U n-
\LDIN
�h STRUCTURAL ENG: CFG
_)RD
Q DRAFTING:
SAN F=
sTRucT: AML
o QC CHECK: CC
W
w JOB No. TM - 2150966
�j — — ----
L z SCALE: AS INDICATED
~ DATE: 08-18-15 -
"' 4.
LEGEND 6
Revision W
Response to Comments ❑
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # l5 "" �"�" _
Project Address:�-
Contact: r
Submittal Date
Ph: q� 7
Fax:
Email:
Trades encompassed in revision:
General description of revision:
Building
❑ Plumbing
❑ Electrical
--
❑ Mechanical
❑ Life Safety
❑ Waste Water
ROUTING INFORMATION
Department
Approvals
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Fire Prevention
❑ Building
LOT 19 THORNBROOKE 50 s
DAPHENE III - 2600 - ELEV. "B"
GARAGE LEFT
TAYLOR MORRISON
THORNBROOKE 50's
COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX
MONO FOOTING, ALUMINUM OVER 2x6 5U8 FASCIA,
5HINCiLE ROOF, ELECTRIC HEAT, 50 GAL, W.H., 200 AMP
SERVICE/PANEL BOX, 6-a DOORS THROUGHOUT, 4211
UPPER CABINETS, PAVER DRIVE AND LEAD WALK, PAVER
ENTRY, AND ACRYLIC AT LANAI.
0
00.10-15 CREATED LOT SPECIFIC PLAN FOR LOT 19 IN
THORNBROOKE 565, ELEVATION "B" GARAGF
LEFT UJ/ FLAN OPTIONS INCLUDING: FRONT
DOOR GLASS INSERT, GOuRME,r KITCHEN, 9 FT.
POCKET SLIDER AT FAMILY ROOM, DOUBLE
FRENCH DODR AT DEN, VENT HOOD OUTSIDE,
FLOOR OUTLET AT FAMILY ROOM, (>)
PENDANTS PRE -WIRE, (2) FLOOD LIGHTS
PRE -WIRE, (0) RECESSED CANS OUTLET IN
NON WET AREA, EXTERIOR OUTLET FOR FUTURE
L ANDSCAPINC; LIGHTING, (10) CEILING FAN
PRE -WIRE, (2) PHONE OUTLETS AND (4) TV,
OUTLETS.
00-11-15 COMPLETED REVISION TO INCLUDE: ADDED A
TV OUTLET AT F3EDROOM 2, 3 AND 4, ADDED
OUTLET AT LANAI (STANDARD OUTLETS SHOWN
AT PORCH AND LANAI ALREADY), AND
REMOVED FRONT DOOR AT GLASS INSERT.
024-16 COMPLETED REVI510N5 TO INCLUDE:
QREMOVED METAL STAND AND BOLLARD AT
ELECTRIC WATER HEATER.
REMOVED FIRE RATED SOFFIT NOTATIONS ON
ROOF PLAN. ROOF OVER HAN65 ARE NOT WITH
IN 5'-0" OF PROPERTY LINE.
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 - INTERIQR ELEVATIONS, STAIR SECTION, DETAILS
3B1 -FRONT ELEVATION
3B2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION
3B3 -FLASHING DETAILS
3B4 -FLASHING DETAILS
RVD -FIRE RATED SAVE DETAILS
4A -MAIN FLOOR ELECTRICAL PLAN
4B -UPPER FLOOR ELECTRICAL PLAN
GENERAL CONSTRUCTION NOTES:
CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014)
NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWIN65 REFERENCING LUMBER SIZES OR WALL THICKNE65
ARE TO BE CONSIDERED "NOMINAL DIMEN5ION5"
OCCUPANCY AND GON5TRUCTION TYPE:
THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLA551FIGATION.
CEILING CONSTRUCTION:
I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE
GARAGE SIDE. GARA6E5 BENEATH HABITABLE ROOMS SHALL BE 5EPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH 05.9
mm) TYPE "X" 6YP5UM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION
SHALL ALSO BE PROTECTED BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT,
EXTERIOR FINISHES:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C,R. - 5TH EDITION (2014) R"103n,1 AND A5TM C 1063.
THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION To BE PER F15,C.R. - 5TH EDITION (2014) R103.6.2 AND A51M C 926,
STUCCO CONTROL. JOINTS:
STUCCO CONTROL JOINT5 TO BE INSTALLED PER A51M C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F.
AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINT5 SHALL NOT EXCEED 18 FT. IN
EITHER DIRECTION OR A LENGTH -'TO -WIDTH RATIO OF 2 112 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE
DIRECTION, AND WHERE EXFAN51ON JOINT OCCURS IN 5A5E EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS
CONTROL JOINTS.
EGRESS:
I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH E6RE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW
MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM,
FLASHING:
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTION5, DECK AND WALL INTERSECTIONS, AT GUTTER5, AT ALL CHANGES IN ROOF SLOPE
OR DIRECTION, AND AROUND ROOF OPENIN65.
2. APPROVED CORROSION -RESISTANT 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 FLA5HIN6 SHALL EXTEND TO THE SURFACE OF THE
EXTERIOR WALL FINISH. APPROVED CORRO510N-RESI5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103,8,
WINDOW INSTALLATION:
1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN51'RUCTION5, WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
DWELLING / GARAGE OPENINGS:
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN IM" IN THICKNESS, SOLID CORE
(S.C.) OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/a" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A SELF-CLOSING DEVICE.
FLOOD .ZONE RE(11REMENTS:
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
ASPHALT SHINGLE5 IIF APPLICADLE) :
I. WIND RESISTANCE OF A5PHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND 8905.2.6.1.
2. 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 TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAt-(4:12), TWO LAYERS OF
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 05115 REQUIRED IN ACCORDAUGE WITH
SECTION 890511,
CHIMNEY HEIGHT REQUIREMENTS IIF APPLICABLE) :
I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS
THROUGH THE ROOF AND MUST BE 2'-O�` HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER.
TUB AND SHOWER AREAS:
1. GEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM CI288, 01325, OR C1118 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:
I. PENETRATION, PROTECTIVE 6LEEVE5 AROUND PIPING PENETRATING CONCRETE 51 -AB -ON -GRADE FLOOR5 SHALL NOT BE OF CELLULOSE CONTAINING
MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH,
AND BE SEAL ED WITHIN THE 5LA5 USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE.
NO TER111TICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR 5PRAY HEADS, AND ROOF
DCWN5POUT5 SHALL DI5CHAR6E AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL
EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHE5 (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 CAPACITIES 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 ACCESSIBLE FOR INSPECTION, 5ERVIGE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT
CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED,
OR REPLACED. A LEVEL WORKING SPAGE 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 GON5TRUCTED OF
A MIN. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANIGAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND
SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY
BUILDING COMPONENT WILL 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 11411.3.
EXHAUST FANS AND VENTING:
(.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE
EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE.
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 SHALL 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 TRAN51TION DUCT,
EXCEPTION - WHERE A CLOTHES DRYER BOOSTER 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
IN5TRUCTION5. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE55IBLE FROM THE ROOM IN WHICH THE DRYER 15
LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS T� E WALL. THE LABEL SHALL BEAR
THE WORDS "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 INF 3G,
ATTENTION GENERAL CONTRACTOR / BUILDER:
ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW �ND VERIFY ALL NOTES,
DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. �NY DISCREPANCY OF ERROR IN
NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION CF THP DRAFTER'S OFFICE FOR
CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGEiS, NOT RELATED TO THE
CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5UBJEGT TO ADDITIONAL FEES. IF ANY
MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTR SHALL NOT BE HELD
RESPONSIBLE. 11
REV, 01-01-2015 1
® JOB NUMFiER
25002.263
CAD FILE NAME
LOT 19
ISSUED
08-10-15
a,
X
. ro
06-17-15
U Po
Lo
® J (� m
N'
rl
,f) 0)
z���
o(1)LL
0 0
L
r� o
_
LL t ro
r =*N
O�Nt`
4J Zry
® JOB NUMFiER
25002.263
CAD FILE NAME
LOT 19
ISSUED
08-10-15
REVISED
06-17-15
02-18-16
k
DAVIS SEWS
DESIGN GROVP
150 STATE STKEET EAST
OLDSMAR, FLORIDA 34671
813 925 .1300 TF_L,
813 92-5 .1800 FAX
W W W.DAVLSBEWS.COM
rrTOLAIN M403V LVA -213
°1%
LL
® LL
0
C\l Lu
'i
.11
6
E
s
401-011
'[
I'-4" ll' a" v 1'-4" v 13'-0" „ I' 4" ., 10'-0"
3'-0"
16'-0"
I
0
CAU FILE NAME
X
ro
ISSUED
08-10-15
REVISED
O too
A/C PAD NO.2 A/C PAD NO, I
02-18-16
(VERIFY (VERIFY
0
LOCATION) • LOCATION)
I�
ca
3'-0"
16'-0"
I
0
CAU FILE NAME
X
ro
ISSUED
08-10-15
REVISED
O too
02-18-16
Ikk
C)
a a G.C. VERIFY ACRYLIC
N
U. U.
•
ON LANAI
8 a
I
o Cpo
e®
>u--0'
a" 9'-211
3'-411 811 II' -2"
Q)
�O
0 a (0N
4J
Z 5 'T
^ELEVATION
(-) 0'-4"
a
N.G.
RECE55 FOR POCKET SLIDER
w
FLOOR OUTLET
(VERIFY LOCATION)
LSI
O.G, TO DETERMINE EXACT
LOCATION of FLOOR OUTLET
PRIOR TO SLAG POUR
PROVIDE CONDUIT
IN SLAG FOR
I5LAND ELECTRIC
SII
REFERENCE
-ELEVATION
—
-'r (+) 0,-0„
(+)0'-0"
PROVIDE WATER
FOR ICE MAKER
PREF.
L ----A
.v
13'-2"
\
LINE OF TILE
SEAT ABY.
/1
ELEVATION (�
\``
Al
-4
()0'""' �
-
- -
PEP
W.C.
AV�-
s
r -
A
31-611
31.111 I' 5" -
3' 2"
4' 6"
241-411
GARDEN
l
\-
-
(-OPT, J COPi. J
TUG
IDRYER WA5NER
WW,N' 1
HEAD/
VALVE
- ELEVATION
I
ELEVATION
50 GAL.
`-
t=
"
'- PAVERS
j
'
w
I
COL. ON
ITAPERED
3'-4" N. CONC. GAME
5' 4"
2'-4" S' 0" 2'-4"
,
all
20'-a" a"
18'-0"
ELEVATION
i
(+) 0'-0°
ELEVATION
1
(+) 0'-0"
.
AA
3G2
N.G.
ELEVATION
W01-011
�r
Q
FPA\/w nP1\jP / 1AIIIIAl V
3'-0"
16'-0"
I
JOB NUMBER
0
CAU FILE NAME
X
ro
ISSUED
08-10-15
REVISED
O too
02-18-16
C)
N
U. U.
•
o Cpo
e®
>u--0'
0 a (0N
4J
Z 5 'T
JOB NUMBER
25002.263 e
CAU FILE NAME
LOT 19
ISSUED
08-10-15
REVISED
08-17-15
02-18-16
DAVIS BEWS
DESIGN GROW
150 STATE STRTET EAST
OLDSMAR, FLORIDA 34677
813 . 925.1300 TEL
813.9;;'� 1800 FAX
�I<IAWS.COM
saeA— Iff
�j l� Gaa
r eLL�••i'
e Frye �L`,y
e
1r • �. �� yc:
••
Lu
uo
pmmq
>=
2600
1
e .
SLAB I PLAN SHEET •
SCALE: 1/4" - I'-0"
GARAGE LEFT
T.D.M.
9'-411
AFF,
34" H.
LOW WALL
UNDER
COUNTERTOP
r
ut 7
G.C. VERIFY LANDSCAPE
3''o2x3' 6" 3' h2x3' 6" WALL BUFFER AROUND A/C
A/C PAD NO.2 A/C PAD NO. I COMPRESSORS.
(VERIFY (VERIFY
LOCATION) LOCATION)
TnM i TnM i
T.O.M.
91-411
AFF.
r�.�1 nr�HUG�
AT 51-4" A.F.F.
AT V-4" AFF,
TAPERED COLUMN ON
3'-4" H. AFF. CONC.
CLEAR OPENING HrICxHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PARE
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTION5 OF WINDOW5 SHALL NUT PERMIT OPENIN65 THAT
ALLOW PA55A6E OF A 4 INCH DIAMETER 5PHERE WHERE
5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5,
WHERE PROVIDED, 5HALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.CF. - 5TH EDITION
(2014) 8312.2
HATCHING LEGEND
INSULATE WALL
MAIN FLOOR 1453 SR
UFFE—F, FLOOR 1159 S.F.
TOTAL LIVING
26 12
TYPICAL MASONRY
ARAGE
41 1
WINDOW SCHEDULE
LANAI
400
WINDOW WIDTHS
a�+
144
5.F, j
2011
2�°
3y��
5311
oll�
N
WINDOW
CALL
-OUTS
®s
ro= n
°sw
" 0
0 :� �0
26"
q
12 5k1
1/2 32 5H
22 5H
32 SH
Lu
:D
4J
Z - It
39"
O
13 5H
1/2 33 5H
23 SH
33 5H
J
0
51"
14 SH
1/2 34 5H
24 5k1
34 5H
63"
0
15 SH
1/2 35 5H
25 SH
35 5H
z
12"
3:
16 Skl
1/2 36 SH
26 SH
36 SH
6.C. VERIFY MASONRY OPENIN65 FOR ALL WINDOW5,
uj
LLJ
WINI )OW 51ZE5 AND IN5TALLATION MAY VARY P'R
�
MANUFACTURER AND 6PECIFICA`rION5.
0
o
REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW
U5FD (3I1\16LE HUN6-51-1, CA5EMENT- C5MT, OR FIXE)
C��.A55- F,Ci,l
G.C. VERIFY LANDSCAPE
3''o2x3' 6" 3' h2x3' 6" WALL BUFFER AROUND A/C
A/C PAD NO.2 A/C PAD NO. I COMPRESSORS.
(VERIFY (VERIFY
LOCATION) LOCATION)
TnM i TnM i
T.O.M.
91-411
AFF.
r�.�1 nr�HUG�
AT 51-4" A.F.F.
AT V-4" AFF,
TAPERED COLUMN ON
3'-4" H. AFF. CONC.
CLEAR OPENING HrICxHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PARE
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTION5 OF WINDOW5 SHALL NUT PERMIT OPENIN65 THAT
ALLOW PA55A6E OF A 4 INCH DIAMETER 5PHERE WHERE
5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5,
WHERE PROVIDED, 5HALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.CF. - 5TH EDITION
(2014) 8312.2
HATCHING LEGEND
INSULATE WALL
MAIN FLOOR 1453 SR
UFFE—F, FLOOR 1159 S.F.
TOTAL LIVING
26 12
5.F,
ARAGE
41 1
S.F.
LANAI
400
5.F.
FORGI-1
144
5.F, j
TOTAL SQ. FT. 3(33 5,F,
• JOB NUMBER 25002.263 •
CAD FILE NAME LOT 19
ISSUED 08-10-15
REVISED 08-17-15
02-18-16
• s
150 STATE S'TKEET EAST
OLDSMAK, FLONDA 31677
813 .922-5 .1300 TEL
813, 925. 1800 FAX
111111111 -
-�
s • VT
p9• e �� .�-.e �.�
p0 �► : o
cc:
• /+
QiToo
®�\IS
__ ��• •• TITLE
MAIN FLOOR PLAN NOTES
MAIN FLOOR PLAN NOTES 2A1StIEFT
GARAGE�LEFf
o
X
�
o
J�` rn
Fp
V�
conk;
X00°;
oll�
N
l) LL •
0
®s
ro= n
°sw
" 0
0 :� �0
q
�_�cq
4J
Z - It
• JOB NUMBER 25002.263 •
CAD FILE NAME LOT 19
ISSUED 08-10-15
REVISED 08-17-15
02-18-16
• s
150 STATE S'TKEET EAST
OLDSMAK, FLONDA 31677
813 .922-5 .1300 TEL
813, 925. 1800 FAX
111111111 -
-�
s • VT
p9• e �� .�-.e �.�
p0 �► : o
cc:
• /+
QiToo
®�\IS
__ ��• •• TITLE
MAIN FLOOR PLAN NOTES
MAIN FLOOR PLAN NOTES 2A1StIEFT
GARAGE�LEFf
i
Ho' ffffffllo
INC
9
�•:�3
rY 0
J S�i
CPA�fi
2�62600
5CALE: 1/4" - P•m"
GARAGE LEFT
TITLE
MAIN FLOOR PLAN
DIMENSIONS
s a
JOB NUMBER
25002.263
CAD FILE NAME
LOT 19
ISSUED
08-10-15
REVISED
08-17-15
e
02-18-16
x
m
�.r.
iar
U r O
®
J O
r h�
c0Nn
,A
VJ
O��roi'
OEM
N
6
6
6
LL °
®
®
c h
�p
E
ro C p
�LroC',
C'J
(h
Q)
4J
C 0
Z °Ld'
CPA�fi
2�62600
5CALE: 1/4" - P•m"
GARAGE LEFT
TITLE
MAIN FLOOR PLAN
DIMENSIONS
s a
JOB NUMBER
25002.263
CAD FILE NAME
LOT 19
ISSUED
08-10-15
REVISED
08-17-15
02-18-16
WWW.L)AVISBEWS.COM
� t A7vil g ER.
jam, LLI
/iu"47' U---;*
CPA�fi
2�62600
5CALE: 1/4" - P•m"
GARAGE LEFT
TITLE
MAIN FLOOR PLAN
DIMENSIONS
s a
DAVIS B E WS
DESIGN GROW
150 STATE STKE i" FAST
OLDSMAR, FLORIDA 34677
81.3. 925 . 1300 TEL
813.925.1800 FAX
WWW.L)AVISBEWS.COM
� t A7vil g ER.
jam, LLI
/iu"47' U---;*
LLMJ
s .
CPA�fi
2�62600
5CALE: 1/4" - P•m"
GARAGE LEFT
TITLE
MAIN FLOOR PLAN
DIMENSIONS
s a
VENT CALCULATIONS BASED ON THE FOLLOWING
* 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT
* 5.2 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT
G,C, VERIFY QUANTITY OF ROOF / SOFFTT VENTS
REQUIRED, PER MANUFACTURER'S SPECIFICATIONS
OF NET FREE AREA PER VENT.
------------ - -
I I
LANAI ROOF
yO �Q i VENT REQUIREMENTS
4:12 4:12 I VENTILATION CALCULATIONS
0 j ATTIC AREA = 400 SQ, FT. / 300 = 1.33 SQ. FT.
X 144 = 192 SQ. IN.
------------------------------------------------ --
i HALF AT UPPER 2/3 ROOF VENTS = 96,00 SQ. IN.
I t # UPPER 2/3 ROOF VENTS REQUIRED = 1
I
2 I i HALF AT LOW SOFFIT / EAVE VENTS = 96.00 Sq. IN.
ACTUAL SOFFIT VENTILATION = 312 SQ. IN.
I si I
I I
y� OFF -RIDGE
I VENT (TYP.)
I I
I I
UPPER ROOF
VENT REQUIREMENTS
6:12 RIDGE
�— 6:12 I VENTILATION CALCULATIONS
ATTIC AREA = 1465 SQ. FT. 1300 = 4.88 SQ. FT.
I X 144 = 703 SQ. IN.
I I
I I
I I HALF AT UPPER 2/3 ROOF VENTS = 351.60 SQ. IN.
# UPPER 2/3 ROOF VENTS REQUIRED = 3
HALF AT LOW SOFFIT / EAVE VENTS = 351.60 SQ, IN.
ACTUAL SOFFIT VENTILATION = 743 SQ. IN.
I I
I I
I I
HATCHING INDICATE5 LINE t�
OF IRECE55 IN TRUSSES
FOR HANGING AIH W_ 6:12 i e
-------
------ --------- __ _ _ ____ I = O
I
2
i
I
all
❑ ❑ I L J
I �I
L
--------------------- -
I I
I I
I 6.12
I
I I
I I
I I
I I
I � I
AA
11/2" THICK
SAND FIN15H
KEYSTONE
IIF APPLICABLE)
RAISED
SAND FIN16H
TEXTURED BANDING
ac � ac
k
X � ' -c
3/4"
THICK
NOTE:
TH15 DETAIL SHOWS THE TYPICAL THICKNE55
OF ALL RAISED TEXTURED FIN15H BANDING
AN❑ SAND FINISHED KEY5TONE5 (WHERE
APPLICABLE) IF THICKNF55 15 TO BE
DIFFERENT IT WILL BE CALLED OUT AT
SPECIFIC KEYNOTE CALL -OUT
INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH
EDITION (2014) R103b.1 AND ASTM C 1063.
THIME55 OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014)
8103.6.2 AND ASTM C 926.
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND /
OR SAND FINISH KEYSTONE
SCALE: 3" = 1'-0"
G EAR OPGNIZ WEI(ikIT5
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 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 ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE
SUGH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FIN15HED FLOOR PER FB,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) 83122
(VERIFY IU/ TRU55 MANUF)
12
12 `❑6
6❑/
�- ROOF TRUSSES
AT 24" O.C.
(TYPICAL)
OPEN
42" H.—
.1 ZIP
LOW WALL LOFT
4D
-FLOOR SYSTEM -�
GONG. K -H EN- OPFN Td
LINTEL4ST. ❑ DININGt— ao
LANAI � as
SECTION AA
SCALE: I/8" - 1'-0"
PLT, HT.
—SHINGLE
x
m
SHINGLE❑
ROOF -•
201-01,
ROOF
CENTER OYER GARAGE DOOR
ROOF PLAN
813.925.1800 FAX
GARAGE / PORCH ROOF
SECOND FF. LINE
SCALE: Ila" = I'-0"
a'
VENT REQUIREMENTS
Y/
,/
L RED
F N15HRETURN
2 O
TYP. -L
AT 51DE5
VENTILATION CALCULATIONS
-
t
TEXTURED
ATTIC AREA = 609 SQ. FT. 1300 = 2.03 SQ. FT.
®
GRADE LINE
FIN15H
X 144 = 292 SQ. IN,
(ASSUMED)
MAIN FF. LINE
HALF AT UPPER 2/3 ROOF VENTS = 146.16 SQ. IN.
_
# UPPER 2/3 ROOF VENTS REQUIRED = 2
o
Z - 'T
HALF AT LOW SOFFIT / EAVE VENTS = I46,I6 SQ. IN.
ACTUAL SOFFIT VENTILATION = 275 SQ. IN.
11/2" THICK
SAND FIN15H
KEYSTONE
IIF APPLICABLE)
RAISED
SAND FIN16H
TEXTURED BANDING
ac � ac
k
X � ' -c
3/4"
THICK
NOTE:
TH15 DETAIL SHOWS THE TYPICAL THICKNE55
OF ALL RAISED TEXTURED FIN15H BANDING
AN❑ SAND FINISHED KEY5TONE5 (WHERE
APPLICABLE) IF THICKNF55 15 TO BE
DIFFERENT IT WILL BE CALLED OUT AT
SPECIFIC KEYNOTE CALL -OUT
INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH
EDITION (2014) R103b.1 AND ASTM C 1063.
THIME55 OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014)
8103.6.2 AND ASTM C 926.
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND /
OR SAND FINISH KEYSTONE
SCALE: 3" = 1'-0"
G EAR OPGNIZ WEI(ikIT5
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 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 ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE
SUGH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FIN15HED FLOOR PER FB,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) 83122
(VERIFY IU/ TRU55 MANUF)
12
12 `❑6
6❑/
�- ROOF TRUSSES
AT 24" O.C.
(TYPICAL)
OPEN
42" H.—
.1 ZIP
LOW WALL LOFT
4D
-FLOOR SYSTEM -�
GONG. K -H EN- OPFN Td
LINTEL4ST. ❑ DININGt— ao
LANAI � as
SECTION AA
SCALE: I/8" - 1'-0"
PLT, HT.
—SHINGLE
x
m
SHINGLE❑
ROOF -•
ROOF
O1.DWMM ,, MOMA 39677
813.925.1300 TEL
813.925.1800 FAX
T.O.M.
SECOND FF. LINE
40
a'
T.O.M.
Y/
,/
L RED
F N15HRETURN
2 O
TYP. -L
AT 51DE5
-
t
TEXTURED
MAIN FF. LINE
®
GRADE LINE
FIN15H
®
(ASSUMED)
MAIN FF. LINE
_
PLT. HT.
12
6 2 ❑6
G -SHINGLE
ROOF
z5TUCCo
FINISH / *`
SECOND FF. LINE -
■ '!TEXTURED
* FINISH;7
ROOF
6qq6rmffi_'
LEFT ELEVATION
SCALE: I/8" = I' -O"
12 12
6� LSHINGLE �6
ROOF/
e STUCCO—' ❑
FINISH
* 12
SECOND FF. LINE 4L�
TOM,
TEXTURED
FIN15H
MAIN FF. LINE
SHINGLE
ROOF
PLT. HT.
❑ -STUCCO
FINISH
12
--14 SECOND FF. LINE
T.OM.
TEXTURED
FIN15H
MAIN FF. LINE
GRADE LINE
(ASSUMED)
REAR ELEVATION
SCALE: 1/8" = I'-O'l
6❑
� ❑6
L -SHINGLE
ROOF/
PLT. HT.
SHINGLE
ROOF — a STUCCO
FINISH
a�
12_
6 4� SECOND FF. LINE 8
STucco
FIN15H
2'-O" -TEXTURED
TYP. b H / e
a' RETURN FINISH � �' FIN15f �
AT SIDES
MAIN FF. LINE ❑ MAIN FF. LINE
RIGHT ELEVATION
i
s
SANV0''"
PLT. HT.
SHINGLE
ROOF
12� - SECOND FF. LINE
T.oM.
TEXTURED
FIN15H 6'
MAIN FF. LINE
GRADE LINE
(ASSUMED)
—SHINGLE
x
m
b
ROOF -•
150 STATE S'TR.EET EAST
O1.DWMM ,, MOMA 39677
813.925.1300 TEL
813.925.1800 FAX
T.O.M.
-1'A1%M1A • DEN V EIZ
EST. 1994 �—
TEMP.
Y/
,/
L RED
F N15HRETURN
2 O
TYP. -L
AT 51DE5
-
- -
- -
MAIN FF. LINE
®
GRADE LINE
roc r
®
(ASSUMED)
LEFT ELEVATION
SCALE: I/8" = I' -O"
12 12
6� LSHINGLE �6
ROOF/
e STUCCO—' ❑
FINISH
* 12
SECOND FF. LINE 4L�
TOM,
TEXTURED
FIN15H
MAIN FF. LINE
SHINGLE
ROOF
PLT. HT.
❑ -STUCCO
FINISH
12
--14 SECOND FF. LINE
T.OM.
TEXTURED
FIN15H
MAIN FF. LINE
GRADE LINE
(ASSUMED)
REAR ELEVATION
SCALE: 1/8" = I'-O'l
6❑
� ❑6
L -SHINGLE
ROOF/
PLT. HT.
SHINGLE
ROOF — a STUCCO
FINISH
a�
12_
6 4� SECOND FF. LINE 8
STucco
FIN15H
2'-O" -TEXTURED
TYP. b H / e
a' RETURN FINISH � �' FIN15f �
AT SIDES
MAIN FF. LINE ❑ MAIN FF. LINE
RIGHT ELEVATION
i
s
SANV0''"
PLT. HT.
SHINGLE
ROOF
12� - SECOND FF. LINE
T.oM.
TEXTURED
FIN15H 6'
MAIN FF. LINE
GRADE LINE
(ASSUMED)
JOB NUMBER 25002.263
CAD FILE NAME LOT 19
ISSUED 08-10-15
REVISED 08-17-15
02-18-16
x
m
U Loo
150 STATE S'TR.EET EAST
O1.DWMM ,, MOMA 39677
813.925.1300 TEL
813.925.1800 FAX
WWW-DAVISBEWS.COM
-1'A1%M1A • DEN V EIZ
EST. 1994 �—
20"0)
Y/
j5 L •
®
®
roc r
®
o�C0
ti�_�
N
O=�-
�? N
o
Z - 'T
JOB NUMBER 25002.263
CAD FILE NAME LOT 19
ISSUED 08-10-15
REVISED 08-17-15
02-18-16
SCALE: 1/8" : I'-0" ELEVATION "B'f_
GARAGE LEFT
• TI TLE •
SIDES AND REAR ELEVATIONS
ROOF PLAN
BUILDING SECTION
DETAILS
DAVIS BEWS
DESIGN GRUNT
150 STATE S'TR.EET EAST
O1.DWMM ,, MOMA 39677
813.925.1300 TEL
813.925.1800 FAX
WWW-DAVISBEWS.COM
-1'A1%M1A • DEN V EIZ
EST. 1994 �—
SCALE: 1/8" : I'-0" ELEVATION "B'f_
GARAGE LEFT
• TI TLE •
SIDES AND REAR ELEVATIONS
ROOF PLAN
BUILDING SECTION
DETAILS
c
a
u
I T-0"
40'-0"
14-4-
AC PAD
11'
AC PAD
A(!�DOAllDO
D D
3' 0" 16'4" 3'-0" 5'-4" 1'-2" 1'-2" 8'-0" 1 2,1 2
22'-0"
4U-0"
FOUNDATION PLAN
1/4"= 1 1-011
10
0
F --
u..
O
F-
N
io
m
0
«)
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/ 6x6xWI.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. 12 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 REQUIRFL) STEEL BENDS
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FO' STANDARD
FOOTING STEP DOWN AND CORNER INFORMATION.
'12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOUF,,CE
SHALL BE ELEVA'T'ED 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 SDI FOR REQUIRED REINFORCEMENT AND
FOOTING SIZES PENDING DEPTH OF STEMWALL.
FOOTING SCHEDULE
12"x•12"x12" dp w/ #5's EQUALLY SPACED EA.
OWAY
MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (2) # .5 E.W.
(D
BARS & 3" MIN. COVER TO EDGE OF CONC.
dp w/ #5's EQUALLY SPACED EA.
O24"x24"x12"
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.
Nt
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.
CD
BARS & 3" MIN. COVER TO EDGE OF CONC.
dp w/ #5's EQUALLY SPACED EA.
O36"x36"x12"
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.
—
dp w/ #5's EQUALLY SPACED EA.
O48"x48"x12"
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
U
BARS & 3" MIN. COVER TO EDGE OF CONC.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.
4.5
WAY MIN, 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 5 E.W.
U
J
BARS & 3" MIN. COVER TO EDGE OF CONC.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.
5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (9) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
SYMBOLS LEGEND
I INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG
TO TIE BEAM ( O.C. MAX U.N.O.),
14 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG
TO TIE BEAM.
Z INDICATES GRVLbT' FILLED CELL WITH NO REINFORCEMENT.
at INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT
#5 CONT. FT.G TO TIE BEAM.
O 0
QQ
W
o
Q O
U
LL v`� tQ
O O a
z GV U
O 7
V
O v�
O
W
W
a'
F-
U
F-
Q
L� c�
O w o
resd
rn
Z
r�
O r06n W OWMh o
Q® V Q Q L a c
U Z U F-pV .
U)N H Z c
O J UJ�z o0
F- (� p'�a
2 Q Q w Wz E
Z 0
w Q N J
z w ~ w 0 cv .f
O
<� 0 0
O
U
Q w
z w
❑ _
w U)
U)
O
CL
C�
z
Z
m
O
p � �
w
w AI
F
F w
I`- z��
_ ® n
Q ®60
z 04
(
Lu
~ ® w —
w w 0
p
U
Q—
(0 STRUCTURAL ENG: CFG
Q DRAFTING:
F-
z-STRUCT: AML
W
QC CHECK: CC
W JOB No. TM - 2150966
D'
SCALE: AS INDICATED
~ DATE: 08-18-15
LO
(D
wco
�-
�Q
`t
Q
N
Nt
z
CD
W
p
--
—
—
U
W
U
U
J
C)
N
O
1=
ww0L1_Q
z
(0
D
LI J
Q
F
I—
ry
Lb
o
CD
z
0
m
U
W
Q
U1
m
Q
Cn
m
w
O
0
r
J
LL
=
LTJ
-
N
F-
cr
LL.
O
U)
O 0
QQ
W
o
Q O
U
LL v`� tQ
O O a
z GV U
O 7
V
O v�
O
W
W
a'
F-
U
F-
Q
L� c�
O w o
resd
rn
Z
r�
O r06n W OWMh o
Q® V Q Q L a c
U Z U F-pV .
U)N H Z c
O J UJ�z o0
F- (� p'�a
2 Q Q w Wz E
Z 0
w Q N J
z w ~ w 0 cv .f
O
<� 0 0
O
U
Q w
z w
❑ _
w U)
U)
O
CL
C�
z
Z
m
O
p � �
w
w AI
F
F w
I`- z��
_ ® n
Q ®60
z 04
(
Lu
~ ® w —
w w 0
p
U
Q—
(0 STRUCTURAL ENG: CFG
Q DRAFTING:
F-
z-STRUCT: AML
W
QC CHECK: CC
W JOB No. TM - 2150966
D'
SCALE: AS INDICATED
~ DATE: 08-18-15