HomeMy WebLinkAboutBUILDING PLAN 16-29STATE OF FLORIDA
CERTIFIED BUILDING
CONTRACTOR:
EXPRESS HOMES
1430 CULVER DRIVE N.E.
PALM BAY, FL, 32907
FAX: (321) 733-7972
TEL: (407) 733-7092
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
I PLAN NOTE: I
THIS SET OF DRAWINGS AND DETAILS ARE BASED ON
THE PREMISE THAT THE EXTERIOR FACE OF THE LEFT
AND RIGHT SIDE WALLS ARE LOCATED AT A MIN� OF 5
FEET FROM THE PROPERTY LINE AND WILJ, BE UNRATED
IN COMPLIANCE WITH SECTION R302 OF THE F13CR 5TH
EDITION (2014).ARCHITECT/ENGINEER WILL NOT 13E
RESPONSIBLE FOR BUILDING PLACEMENT ON LOT. IF
BUILDER CHOOSES TO LOCATE THE BUILDING WITH THE
EXTERIOR FACE OF THE SIDE WALLS AT LESS THAN 5
FEET FROM THE PROPERTY LINE, A LEGAL
DESCRIPTION OF THE LOT SHALL BE FURNISHED TO THT7
ARCHITECT TO MODIFY THE DETAILS TO COMPLY WITH
SECTION R302 FOR FIRE RESISTANT CONSTRUCTION.
I
Z Q
2 2 G A
1430 CULVER DRIVE N.E. PALM BAY, FL, 32907
TEL: (407) 733-7092 FAX: (321) 733-7972
DESIGN CRITERIA:
a FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION(2014)
ALL LOCAL AND STATE CODES
OCCUPANCY — RESIDENTIAL, GROUP R3
CONSTRUCTION TYPE — VB
MIN. INTERIOR FINISH — CLASS B
BASIC WIND SPEED — Vult=160 MPH EXP. C
Vasd=l?,4 MPH
*EXPOSURE — C
91—STORY RESIDENCE —
92—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL
AND STATE CODES
SQ.FT. CALC.JS
IST �LR LIVING
2ND FLR LIVING
TOTAL LIVING
GARAGE
LANAI
FGWP
1011a SQ. FT.
1413 SQ. FT.
2432
SQ. FT.
432
8G� FT.
50
SQ. FT�
51
SQ. FT.
TOTAL 3031 SQ, FT.
A/C VOLU�IIE 202-11.2
ABBREVIATIONS
mv.
MOVE
LAV.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
mi.
BJUSTA13LE
M.C.
MEDICINE CABINET
ALT.
ALTERNATE
M.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD,
BOARD
MTD.
MOUNTED
CL
CENTER LINE
MTL
MAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CLG.
CEILING
O.C.
ON CENTER
CLR.
CLEM
PL
PROPERTY UNE
CONC
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH,
PHONE
C.T.
CERAMIC TELE
PIT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
D&
DOUBLE
PH.
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
R.
RISER
DIM.
DIMENSION
RAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISRASHER
S.H.
SINGLE HUNG
EA.
EACH
SHT.
SHEET
EIZV.A.
ELEVATION
SHTEIG.
SHEATHING
EQ.
EQUAL
sm.
SHOWER
M.
EXHAUST
Sim.
SIMILAR
EXT.
EXTERIOR
SL.
SIDING
F.G.IFX .
FIXED GLASS
SL. GL.
SUDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SHEAR WALL
M.
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FTG.
FOOTING
THK.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR,
GARAGE
T.O.P.
TOP OF PLATE
GAR. DESP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
CROUND-FAULT CIRCUIT
TYP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL.
GLASS
OTHMWESE
GYP. EID.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE 33
W.
WASHER
B.C.
HOLLOW CORE
I/
XTH
HDR,
HEADER
ID.
WOOD
HGT. OR HT
MGHT
Tw.
WINDOW
INSUL.
INSULATION
VE
WATER BEATER
RiT.
INTERIOR
11.
WROUGHTERON
REV. I DATE
ALL �'ROPOSED INORK
s PLANS A140
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REVISIONS
DESCRIPTION
TERMITE TREATMENT REWRED
CONCEALED FASTENERS OR ATTACNA#ENTS
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RESPONSIBILITY OF Tiff
CONTRACTOR OF RECORD
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INDEX OF DRAWINGS
SHEET # DESCRIPTION
PIG
CI —COVER
PAGE
PG
GN—GENERAL
NOTES
PG
1 —FOUNDATION
PLAN
PG
1A—DOWEL
PLAN
FIG
1B—LJNTEL
SCHEDULE
PG
1B.1—SAFE
LOAD TABLES
PG
2 —FIRST
FLOOR PLAN
PG
3 —SECOND
FLOOR PLAN
PG
4D—FRONT
& REAR ELEVATIONS
PG
5D—LEFT
& RIGHT ELEVATIONS
PG
4D.1—WALL
ASSEMBLY ELEVATIONS
PG
5D.1—WALL
ASSEMBLY ELEVATIONS
PG
6D—FLOOR
FRAMING PLAN
PG
7D—ROOF
FRAMING PLAN
PG
7.1—CONNECTOR
SCHEDULE
PIG
8—
FIRST FLOOR ELECTRICAL PLAN
PG
9—
SECOND FLOOR ELECTRICAL PLAN
PG
10—
FIRST FLOOR HVAC PLAN
PG
11—
SECOND FLOOR HVAC PLAN
PG
Dl—FOUNDATION
DETAILS/SECTIONS
PG
D2—MISC.
DETAILS
PG
D3-1—STORY
WALL SECTIONS & NOTES
PG
D4-2—STORY
WALL SECTIONS
PG
D5—MISC.
DETAILS
PG
D6—PRODUCT
APPROVAL
PG
WA1
—WALL ASSEMBLY DETAILS
PG
WA2—WALL
ASSEMBLY DETAILS
PG
WA3—WALL
ASSEMBLY DETAILS
PG
WA4—WALL
ASSEMBLY DETAILS
PG
WA5—WALL
ASSEMBLY DETAILS
FIG
W—WALL
ASSEMBLY DETAILS
A R C H IT E C T S
De i n
IS
fbib Inc.
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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GARAGE BVMG:
RIGHT
PAGIM
COVER
PAGE
160 MPH EXP. Cs/
ARCHrrECT-
STATE OF FLORIDA
DATIM 04/05/17
8CAlaM 1/4"=I'—O
8*1EET
C I
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOORLIVELOADS R301.5 (PSF)
1.
SLEEPING ROOMS
30
11.
ATTICS W/ STORAGE
20
111.
ATTICS W/OUT STORAGE
10
IV.
POOLROOMS
75
V.
BALCONIES AND DECKS
40
VI.
STAIRS
40
VI L
ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 15(PSF
C. ROOF LIVE LOADS R301.6
1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
11. CONCRETETILES 25 (TCDL 15 & BCDL 10)
E, WIND LOAD CRITERIA
1. BASIC WIND SPEED
11. EXPOSURE CATEGORY
111. WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0.85
±0.18
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WH ICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCH ITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE -,STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED,
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CON�bITIO%-.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 6TH EDITION (2017) R302.5.1, OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3t8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017).
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN, RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 6TH EDITION (2017) R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN 1/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THANI/2-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1 . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/z THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROLSOIL EROSION AS PERALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
I . ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE3/4".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 314",
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
uAcnklov
E. APA- THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb=1,100PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF. BUT NOT LIMITED TO: RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.1.8. OF THE FBCR 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING,
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON GENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED 3/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR7/16 ZIP SHEATHING
SYSTEM.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDERALL POINT LOADS AND COLUMNS WITH Z(STRUCTURAL LUMBERSYP #2.
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATION"
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 1 b, STANDARD SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
P
'
CONSTRUCTION.
A
OW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F
m = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THANI/4 INCH AND NOT MORE THAN3/4 INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.1 1. OF THE FBCR 6TH EDITION (2017).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING,
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FORALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO,, OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
19.
DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017).
PLUMBING
REINFORCING STEEL
1 .
SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
I . ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
2.
WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH rl 960 FITTINGS,
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FORSTRUCTURAL CONCRETE IN BUILDINGS,
3.
CONDENSATION LINES SHALL BE MINIMUM a/4" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX.
ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
4.
SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5.
ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
6.
NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7,
SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Al 85. LAP
8.
FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017).
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2"FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
9.
THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
10,
DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH
EDITION (2017),
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
EXTERIOR WALL COVERINGS
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
1.
ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
EXTERIOR FINISHES
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3'
B CONCRETE EXPOSED TO EARTH OR WEATHER:
I � #5, W31 OR D31 AND SMALLER 211
C, CONCRETE NOT EXPOSED TD WEATHER OR IN CONTACT WITH GROUND:
1. #11 AND SMALLER 3/411
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS .11/2
7. DO NOT CUT OR DISPLACE REINFORCING �TEELTO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
I . ALL WOODS AND WOOD CONSTRUCTION �HALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBEP, CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS 40CIATION:
1. NATIONAL DESIGN SPECHCATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUF;-:AU:
1. STANDARD GRADING RUL:S FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANIARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
1 . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la &
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1 063-1 IA & R703.6.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIM I TED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
1* FLASHING HORZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTI LEVE R DRI P EDGE DETAI LS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703.6.1 OF THE FBCR 6TH EDITION (2017)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 12 GYPSUM BOARD. FBCR R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2� GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/411
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS).
A It C H I T E C T
ki N. RONALD REAGAN B1
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
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DATjg.. 04/05/17
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* '1 1/2
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171-411 211-411
FOUNDATION PLAN
NOTES:
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- FLOOR ELEVATIONS AT REQUIRED EC-wRESS DOOR $HALL
MEET FIROVISION OF SECTION R3113.1 Or T�41E F5CR �7�4
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STRAf= OR EQUAL
SECURE STRAIm TO
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NOTE: MAIN COND. DRAIN 3/4' DIA.
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1441 N. RONALD REAGAN BLVD.
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PH: 407-774-6078
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DATIM 04/05/17
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LONGWOOD, FL 32750
PH: 407-774-6078
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SCHEDULE
160 MPH EXP. C
AFK>irrECT:
STATE OF FLORIDA
PFitllqT
DAT]L. 04/05/17
8CALE: 1/4"=l'-O"
SHMET
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LONGWOOD, FL 32750
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AFK>irrECT:
STATE OF FLORIDA
PFitllqT
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8CALE: 1/4"=l'-O"
SHMET
AFK>irrECT:
STATE OF FLORIDA
PFitllqT
DAT]L. 04/05/17
8CALE: 1/4"=l'-O"
SHMET
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
GRAVITY
LENGTH TYPE
81-18
8F8-OB
8F12-0B
8F16-0B
8F20-OB
8F24-013
8F28-OB
8F32-OB
8 F8-1 B
8F12-1B
8F1 6-1 B
8F20-1 B
8F24-1 B
8F28-1 B
8F32-113
Z-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
7526
1 9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
6096
5400
6424
7450
6-10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6-6" (78") PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
8995
6890
7'-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10'-6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
1 V-4" (1136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12-0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13�4' (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14--0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14%8" (176") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
164' (184!) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NIR
420
695
1250
1855
2370
2890
3410
174" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRESSED
N.R.
NIR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'-4" (256") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22--0" (264") PRESTRESSED
N. R.
NR
NR
NR
NIR
NR
NR
NR
160
300
570
870
1250
1660
1970
24-0" (288") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NIR
130 1
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
4^ZT4011111"
UPLIFT
LATERAL
LENGTH TYPE
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
81-18
[ ;8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
---
7630
—
8857
3-15" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
1
2165
2215
1 3165
4125
5091
6061
7036
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5'-4" (64") PRECAST
1393*
1484
2110
1 2741
3375
1 4010
4648
505
505
1393
1437
2050
2670
3293
3920
—4-54-9
51-101' (70pl) PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6-13" (78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
T-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112") PRECAST
801-
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
—
2271
2634
10'-6" (126") PRECAST
716-
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
—
2034
2358
1 V-4" (136") PRECAST
666*
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-0" (144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
1 486
818
1 1209
1514
1799
2086
13-4" (160") PRECAST
500*
—
340
532
686
841
997
1153
302
1
398
573
409
682
1004
1367
1637
1897
14'-0" (168") PRECAST
458*
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1�
1567
1816
14'-8" (176") PRESTRESQ�u
243
295
459
591
724
857
990
N. R.
357
243
352
582
852
1156
1491
1742
1154" (1184") PRESTRESSED
228
278
430
553
677
801
925
N.R.
1
327
1
228
329
542
791
1072
1381
1676
IT-4" (208") PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
—
188
276
449
649
874
1121
1389
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736 1
940
1160
21-4" (256") PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
�
993
22--0" (264") PRESTRESSED
1
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
.
947
1 24'-0" (288") PRESTRESSED
127
165
244
312
380
447
515
N. R.
135
124
186
290 1
408
538 1
680
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-L1 NTELS
GRAVITY
�TYPE
LENGTH
8RU6
8RF6-OB
8RF10-OB
8RF14-08
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-16
8RF10-1B
8RF14-113
8RF18-113
8 R F221-1 B
8RF26-18
BRF371B
4'-4" (52") PRECAST
1489
1591
1827
3053
3412
2982
4982
3954
6472
4929
7947
5904
9416
6880
10878
4--6" (54") PRECAST
1357
1449
—
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5-8" (68") PRECAST
715
832
— —F2162
1602
1550
2058
2566
3075
3585
1153
4074
6472
6516
5814
6839
5-10" (70") PRECAST
735
779
—710-3
1500
1449
1924
2400
2876
3352
2051
3811
6472
6516
5450
6411
6-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
1 907
1677
2933
4100
6730
8177
6707
T-6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
3439
—764
1377
2329
3609
5492
6624
5132
PRECAST
F
371
420
834
1253
1071
1342
1614
1886
535
928
1 1497
, 2179
2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-1T
BRF10-IT
8RF14-1T
8RF18-lT
8RF22-1T
8RF26-lT
8RF30-lT
8RU6
8RF6
SRF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
132
932
1244
1519
2339
3170
4008
-
4850
--T'
696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
853
i
853
1192
1 1455
2240
3036
3837
4643
5453
5'-8" (68") PRECAST
924*
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5'- 10" (70") PRECAST
896*
1138
1742
2352
2965
3581
4198
461
469
896
1099
1690
2288
2891
3497
4106
6-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
1 956
1468
1987
2509
3035
3563
7--6" (90") PRECAST
688
697
1325
1810
2280
2753
322' 7
710
941
688
849
1302
1762
2225
2690
3157
9--8" (1116") PRECAST
533*
433
808
1123
1413
1704
19 91'$5
533
527
1009
1369
1728
2088
2450
TYPE DESIGNATION
'REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
F = FILLED WITH GROUT/ U = UNFILLED
L—U
- QUANTITY OF #5 REBAR AT
<
00
BOTTOM OF LINTEL CAVITY
z
0
8F1 6-1 B/1 T
NOMINALWIDTH -� L QUANTITYOF#5
NOMINAL HEIGHT — RE BAR AT TOP
; 4 1 t
7-5/8"ACTUAL
8" NOMINAL WIDTH
- #5REBARATTOP
MIN. (1) REQ-D
1-112" CLEAR
C.M.U.
GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
SAFE LOAD TABLE NOTES
MATERIALS
GENERAL NOTES
1.
All values based on minimum 4" bearing. Exception: Safe loads for unfilled
1. f'o precast lintels = 3500 psi.
1 .
Provide full mortar head and bed joints.
lintels must be reduced by 20% if bearing length is less than 6-1/2".
2. f'c prestressed lintels = 6000 psi.
2.
Shore filled lintels as required.
Safe loads for all recessed lintels based on 8" nominal bearing.
3. fc grout = 3000 psi w/ maximum 3/8" aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2.
N.R. = Not Rated,
4. Concrete masonry units (CMU) per ASTM C90 wl
4.
Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
3.
Safe loads are total superimposed allowable load on the section specified.
minimum net area compressive strength = 1900 psi.
vertical cell reinforcing and grouting,
4,
Safe loads based on grade 40 or grade 60 field rebar.
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed L/360 vertical deflection, except lintels 174" and
5,
Additional lateral load capacity can be obtained by the designer by providing
Field rebar per ASTM A615 GR40 or GR60.
longer with a nominal height of 8" meet or exceed L/I K
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
270 low
6.
7.
Bottom field added rebar to be located at the bottom of the lintel cavity.
7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
6.
one #7 rebar may be substituted for two #5 rebars in 8" lintels only.
relaxation.
7. 7/32 wire per ASTM A51 0.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
7.
The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
8. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
8.
For composite lintel heights not shown, use safe load from next lower height.
9.
All safe loads in units of pounds per linear foot.
A R C H I T E C T 5
d N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA t. 0003325
r2
!tn
0
P.i
Ca
4
stm]XV. &
CREEKSIDE
LOT #111
FTWJMCT
0432rOOO
MODElu
4EGB
"GALEN"
GAP.AZZ BWrNG-.
RIGHT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP. C
ARCHrrECT:
STATE Of= FLORIDA
04/05/17
I SCALM 1/4" = 1'— 0 P1 I
Fzj-, i '. qf -.
MINIM
d)
COLUMNS To
-t'-&" APP.
(2 TYl
121- 3
101-01,
:m
JI
7
- - - - - - - - - - - --
-
(2 T"IrIll
I
LANAI
81-51 CLG.
11-411
01-011
30e
rooba S.G.D.
(2) 301
b48
La
b24
OkD
ID
11
GREAT
0
ROOM
IKITCHEN
all)
DINING
61-8" CLG.
ROOM
HANDRAIL
b48
42" P, PAi
cl
UJALL 1111 CAP
83�m
--f
51-8.
51-01,
.4'-01' 1'-0'
v
E�l-a�
1
qw,
L�Lqjl
5IN
PWDR4 % 49
V-8' CL&
C.:
FLEX I
a,-&, CLG.
FOYER
I
3068 W/
36'l TRANSI
(2)3 052-61-4
PORCH
W-O" CLG.
-------------- 977E --------
STOR. I I I I I
\--STAIR DATA
16 RISERS a 154'
15 Ti * 10"
+1' NCSNG
5OLLAR.0
AS REQ.
PER 5LPG.
CODE
GARAGE
6'-8" CLG.
I Irv, -vx-v -0-2�H�p. I
- - - - - - - - - - - - - - - - - - - - 10101 1
21-511 irl
0-011 - E31
11-41'
NOTE:
-2-8 LOUV. DOOR LIJ/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR LU/ RETURN PLENUM AND RETURN AIR GRILLE.
- VEI CONDENSER PAD LOCATION LUITH SITE PLAN.
- �=RONT DOOR A5SEM5Lr TO 5E THERIi P15ERGLASS DOOR UJ/
TRANSOM (SINGLE ASSEMIBLY)
- 20 MIN. FIRE RATED DOOR r-ROM GARAGE TO RESIDIEENCE TO ISE
EQUIPPED W1 5ELF-CLO51ING DEVICE (R30216.1) F5CR 5TP ED. (2014).
c�
ME-]
-T
CMFOW NO CL4l WW LOAM
BAW WW BPMFE FOR 3 SEC= G=
OPEWM
AND TYPE
SWAIE
FOOTACE
MW
160 WH WW M
FEMAl
MIN. LUINPOW
to
B,
34/-42t�
CRITERIA
EXTERIOR SWING
a
5
33/-43
DR Mil'i CRITERIA
S.G.P. MIN.
41
5
31/-39
CRITERIA
I O.H.D.
112
5
31.01
BASIC WIND SPEED MPH
160 (Vult) INTERNAL
PRESSURE COEFFICENT =
0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF
HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 5TH ED.
(2014) 612.2 TO MEET TESTED
ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER.
COWROL DATE 071"
DOUBLE TOP
PLATE
SPi C.C.
FASTEN IST FLOOR
STUDS TO 2ND
FLOOR STUDS
SIMPSON MOTA-36
6 32' OZ. MAX
�IEIG14T Ol
GARAW
VARIES WITI4
SLOPE
z Lu
>
m
TRUSS �2x CONTINOU6 STRESS
SLOCKIWs MID WALI-
2x STUDS a 16' O.C. MAX,
UZN.
J' T 4 G SUWLOOR Gweo
AND SCREWED AS PER
z//—FASTNER 50-4EDULE
FLOOR TRUSS
DOl TOP PLATE
2x CONTINOUS STRES5
IBLOCKING MID WALL
6TLDS` Irp" Ol MAX
SECURE 5T. PLATE TO
SLA5 W1 10d MA60NR'f'
NAIL e 321 O.C. MAX
(2) Ob RE5AR ON
C�4AIR5
17 11 /1.,
4.1 C�Ol REINFORCED LLV
X 6.
b' WIAXWL4 UIJ- OR
11
T.t
11-01
11 m
15ERMESw ON 6-MIL.
VAPOR RETARDER ON
11-311
WELL -COMPACTED CLEAN
FILL. TEIll im-EATMENT TO
5E MORA.-OARE APPLIED
AT FRAMING.
2- STORY INT.
WALL AT GARAGE
MAXINKW OlLoAL—ti:
EXTERIOR MA50NRY
WALL 5Ws. HEIGHTS
El�/ " � � I �-�/ I � / / �Z'
11-811 15l
7 1 � I � � I � I ]
a, -a, 51
F7 -77777777777/7 77 1
LOAD 5RG. WALL
U.N.O. ON PLANS
Elk
C - N
AR DETAIL
CALE: 1/2'=I'-O'
0
GROUND
Si
LOAD
LUIND DESIGN
5516MIC
DEsIGN
C ATAGOR'r r
SU15JECT TO DAMAG FROM
LUINTER
Z)E51raN�UNDERTL-AYr'IENT�HAZARC)SW
TEMP*
I ICE 5AR—RIER
REQUIRED"
I FLOOD
AIR.
F:REEZIN�xJANUAL
INDEX
I M
j
I TEMi
spE
(Ml
TOPOGRAPHIC
k
EFFECTS
wEATI-IEl
FROST LfIE
I DE
I TERMITEr
NA
C
NA
NEGL IGA�l
NA
PIE
+Nr =AV-T
42
NA
SEE suRvi
NA
NA
f=LAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING r-INISHIES SHALL 51E IN
ACCORDANCE LUITH SECTION F5C i THROUGH FeC R302.e.4
r-LAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORZ)ANCE UJITP SECTION F15C R302.10.1 THROUGH F15C R302.10-5
rA R C H I T E C T S
Design
)e
Grou in.
rousp -1 n c.
I N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
J-3
4l
[BUBDZV. a Loll
CREEKSIDE
LOT #111
3PItOZZ"r I 10
04
MODIEU
4EGB
"GALEN"
GAIIIIIAGE 81IIIIIIII'MG:
RIGHT
3PAGIC-
FIRST
OOR
PLAN
LWOW M.P.H. E,.XP,. C
r ARctirrEcT.
I STATE OF FLORIDA
F3PP.INT
DATjC: 04/05/17
SCAlM 1/4"=V-0
w
61
A�.
12 B ill -a" 12'- 0'
5'= 4
rD5L
�TLID
LJ=__ EGRESS
STUD
BDRM.#
e�'- 4 21-4 11
; I
vp
p K��14 - Qt-t
EGRE.55,
BDRM. #4
8'-0" CLG.
CHASE
STAIR DATA—
lrb RISERS 6 -IB4'
115; TREAD5 a loll
+1' NOSING
22IX36"
ATTIC
ACCESS IV-10"
7
a' -2 It
OFOT OPT,
D.
1
0
_31-01
21 .&'$
2
21 oll
-a`
, F
0.
IR /A
A\1_
BATH
UJ/ ENCL.
LAV_
LAv
31-(11
0
e;
CHASI�
4 1
-
2 '-10
2%40-SP 2040-SP
MFD. TEMfQ.
01-01
UMN 1110 K
EGRESS
T TEM!"',
"
BDRM.#
81-01 CLG.
7
V
lil-10,
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3052 - SH
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V�
03
11-011
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4XIl
OWNER'S FMOST
SUITE It
W-ON CLG.
1011 11
21'-4'
FLOOR PLAN
NOT;::
2-8 LOUV- DOOR UJ/ AIR HANDLER
ON METAL STAND OR 2-6 SOLID
DOOR W/ RETURN PLENUM AND
RETURN AIR GRILLE
01
3052-SP
E��111011
THE CLEAR SPACE 5ETWEEN THE
HANDRAIL AND THE LUALL SHALL EBE 21/4'
HAl 0 36'
14ANDRAfl- 6 36" --
V 2X4 RE-INFORCING
NOTE. %.
1. WANPRAILS SHALL WAVE EITHER A CIRCULAR CROSS SECTION WITH
A PIAMTETER Or- 1314"± 2" OR A NONCIRCULER CROSS SECTION WITH A
f0tERIMEET!ER DIMENSION Ol'= AT LEAST 4" 5UT NOT MORi-E THAN ro 1/4"
AND A LARGEST CROSS SECTION DIMENSION NOT r=XCr=EDING 2 1/4".
r=DGr=S E44AI-L HAVE A MINIMUM RADIUS 01-- 1/5".
2. THIS RAILING SYSTEM 16 DESIGN TO RE61ST A LOAD OF 50 fl
FOR A CONCENTRATrED LOAD Or- 200 POUNDS Afl IN ANY
DIRECTION AT THr= TOI= Of- SUC14 5ARRIER6 AT ANY LOCATION ON
THIHE SAPIEGUARD, WHICHEVER CONDITION FORODUCF-8 THr= MAXIMUM
STRESl PER SECTION 1601Z.1 / F.l 2014
@V ND j� _OPETAIL
Lz.
ES A . 4 -
10'-0 3/4" 2ND PIN. R-R.
W-13" l HGT.
NOTE:
STAIRS RISERS To CONFORM
TO r5CR r7TH EDITION (2014).
MIN. TREAD-10"MAX. RISIER-1
42' P. 1/2
3/4' 3/16' MAX. VARIATION IN
WALL W/ CAI-
R15ERS/Tll ADJACENT TO
EEAC�4 OTHER 318'MAX
VARIATION IN ANY
CONT, -
RIS5RMQl5AD HANDRAIL
HANDRAIL
CIRCULAR CRO55 SECTION
DIA TO 5E 1 3/4' 41/4' OR
I'DROVID5 EQUIVALENT
GRASI`AEILITY WINDERS- MK
61 WIDE a NARROW END MIN. III
WIDTH a 1211 FROM NARROW
END 34'MIN. PANDRAIL HGT.
(2) LAYERS O� 3/4' PLYWOOl
OR (2) LAYERS Or 3/4" 5U5
r-LOOR MATERIAL Ill Ill
501-ID NAILING
SECURE TWAD5 TO STRINGER
W/(3)08 311 SCWWS * 5A
STIl LINTWIll SHANK
TO rEXTEND BEYOND THICKNESS
Or BU5-FLOOR SHEATHING
Z
B
r Lr
3/4" Ill
PLATE STAIR DATA:
'0 I&R a 1B411
MIN. 15 TREAI;)S e
Z
T3
ST0111.
:T I
LLI
71 _______3-2x12 SYP STINIZINGER
IRENl W/2)(4 Slm�=
Ill OR SIMIL-AfFr=
—2 X 4 RE-INFORCNG rmA HORIZONTAL
0 EA. 2 X 12 STRINGER
'ZIx SECURE W/126 il ac.
2X4 ATTACHED W1 10d
MA50NRY NAILS 0 2X4 F
SLA5 WIT�T
SLE511"ll INTO I� 8, TAIR SECTION
011 r=AC44 4T.0, 32' O.C. MAX L J.mmil_v
3/4' T4G SU5 rLOOR
GLUED 4 SCIll
PER PASTENER
SCHEDULE
rA R C H I IN E C T S
I
6
Design
rouo
inGroupinc.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
rq
NQ
t?BDIV. 89
CREEKSIDE
L0
074
LOT #1 ]E
P3ROJ]ECT#
04321.000
MODIM
4EGB
"GALEN"
GABAGIM BVMG.0
RIGHT
]PANG11113"o
SECOND
FLOOR
PLAN
V160 MPH EXP. C_j
ARCHIll
S_rATE OF FLORIDA
F, ED
rpvmgT -I
DATjC: 04/05/17
BCALM 1/4 V-0
EIMT
L 3 J
Lot
AREA OF ATTIC
1486 SQ. FT.
NET FREEVENTILATION AREA REQUIRED
1/300
REQUIRED VENTILATION AREA
1486 /300
4.95
VENTILATION AREA X SQ. I NCHES PER FT. (144)
713.28 SQ. IN,
MIN. REQUIRED VENTILATION
.5 X 713.28
IN UPPER PORTION OF ATTIC
356.64 SQ, IN.
OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT
356.64/115
TOTAL # OF VENTS REQUIRED 3,10122
TOTAL # OF VENTS PROVIDED 4
*AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
SHNGLF
ROOF
is' -o 3/41 2ND FLIRQ�
5R3. �4GT.7'
11-0
2
10-0 3/4' 2NP FIN. FILK
W-13, Bwa. HGT.�
+1-2ro'-10 1/4'IBRG. HGT.
5KTIIXI-t OR
EaUIVALZINT
12 16 RAISED 5ANP
16-0 3/4" 2ND FLR.
-I ! -7 15RAG. Hr%T. —I/&' TPIM 3 COAT CEMENT
A4-v PLASTER OVER GRAIDIEE '0'
TFF I(PIX6211 /FELT I-APER 5ACK METAL. LATH
DECORATIVE OVER Al=f=� HOUSE WRAP
SHUTTER OR GRoADE V' MILT PAPER
4"x4' GALV. 'L.'- I f
rLASHING SET IN
ROOrING CEMENT
2xro LEOGER SECUREED MZR3LASS SHINGLES O\?ER w3O
W/ 1/4" x 4'LAG 15OLT P`ELT I=AFr=R ON 1/16" OZ.5,
W1 2' PIA. UL45HER 0 SHEATHING OR 1/2'CZ)X
3/4' 2ND FINL PI-R. 24' O.C. MAX fol-Twop SECURED FIER
NAILING SC44E0ULr=
V-8' 5R3. HOT. 12 --LSU-26
Q 2x& RArTERB
7- 7
—LUS26 W1 (4) M'a
TO LEDGER AND (2) M's
4" RAISED TO 2x& JOIST
5AND
2X& LEDGER W1 I/2'xV
TPNEALDEZ) ROD 24' O.C.
L 2h I MAX. SET IN SIMPSON
HIGH STRENGTH EXPDXY
WMIN EMMED.
0'-0' FIN. FL.R.
V-0)" FiN. FI-R. I",
`---1/2"TWICK, 2 COAT CEMENT
PLASTER AFIM-lr=D
r>IWCn-Y TO MASONRr
R 0 0 F S. G. D
FRONT ELEVATION SCALIE: 1/2 I'-oll
TEXTURED FINISH
la'-0 3/4' 2ND FLR-j�
5Ra HGT.
lo'-0 3/4' 2ND FIN. FLK I— -,
&-so 51;;;*. HG:L� -
i
o'-0'FIN.FLR.� — — —I— —
REAR
TEXTURED FINISH
OFF RIDC�-= VENT
Lj
ELEVATION
." 12 tb
1&-0 3/4' 2ND FIN. FL-R.
—1 V-15, 5w-% HcxT.
0'-V' FIN, FLK
A R C H IT E C TS
.L'41+.L IN. MVIIIALU KtAtjAlli bLYU.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
4— 1 I�
r-stmDzv. ac ro
CREEKSIDE
LOT #111
FIMJZCT
0437000
DZU
4EGB
GALEN
GARAGIM BWUM-.
RIGHT
IPAGIC:
FRONT &
REAR
ELEVATIONS
V160 MPH EXP. C,.l
ARCHrrECT:
STATE OF FLORIDA
04/05/17
pp 0
BCALM 1/4 =1 -oll
4 D
2NC) ;=IN. �=LR,
-5' 15R53. HGT.
?)'-0' F-IN. F-LR
Tr=X'rURr=D F=INISH
a
lillilt"SIUMN
Tr=XTURr=C) r-INI&4
A R C H I T E C T S
De i n
roi Spinc.
.1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
'911
rA
r-EUBDM
"g LOT'
CREEKS71DE]
LOT #111
PROJMCT
0432fQ00
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4EGB
"GALEN"
GARAGE BWnM:
RIGHT
PAGIC:
LEFT &
RIGHT
ELEVATIONS
L160 MPH EXP. Cl
ARCHMECT
04/05/17
F2[*1VA:� FZ'MMO'
Cal � 01)
TYP.
TY
lkw! PON,
F'F?w 0 N T
El
Fa,
I'
m
ELEVATION
m-611 5UTT;��Lr Mr=TAL LATH a WINDOW CORNrERS
W-V 5UTTI=-WLr METAL LATH 0 WINDOW COIRNIEERS
W
TYP.
5HEATHING TO L4;=
rF'4�IF= To r-1,45LP;
—IONNECT�ON 12" MIN
NOTE:
IF ZIP WALL SHEETHING IS INSTALLED, PLEASE
SEE MANUFATURERS INSTALLATION PROCEDURES
AND GUIDELINES FOR HORIZONTAL/VERTICAL
CONTROL JOINT REQUIREMENTS.
A R C H IT E C TS
I N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #. 0003325
r-mumm. ac Lo
CREEKSIDE
LOT #111
FMOJMCT
0432fOOO
Dzu
4EGB
GALEN
GARAGE BWngG.o
RIGHT
PAGIE:
WALL
ASSEMBLY
160 MPH Exp- JC
ARCHTECT
STATE OF FLORIDA
N18
W'KT 04/05/17
BCAZ,M 1/4 1 —011
i
BillsAIM
4 T—,\
1100101 "! 11K
RIGHT ELEVATION
NOTE:
IF ZIP WALL SHEETHING IS INSTALLED, PLEASE
SEE MANUFATURERS INSTALLATION PROCEDURES
AND GUIDELINES FOR HORIZONTAL/VERTICAL
CONTROL JOINT REQUIREMENTS.
r-A R C H I T
DDe i n
I
I'S
Grou Inc.
e
T
S
n
T
U in c.
AGAN BLVD.
1441 N. RONALD REAGAN BLVD.
L 50
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
tc
suBDm
CREEKSIDE
LOT #111
paoiz
I
L
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1 1
0
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04 "r 000
ODETA
4EGB
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4 j
"GALEN"
GAMAZE 8WIHNG.O.
R I
IGHT
PAGE:
WALL
ASSEMBLY
160 MPH EXP. Cj
ARCHrrECT:
STATE OF FLORIDA
04/05/17
I 8CALM 1/4'p= 1 0- OA
pjt I �"- 14
5 T-N
r- — — — — — — — --
r- 1 RE
PRA�=T STOP
L7-m
3/4'
r-LOOR 2X4 NAILER
r-OR DRAr-T
STOP
r-LR- JOIST
ELEV. VIEW
PRE-ENG. r-L.R. JOIST
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144:L N. KUNALIJ KtAUAN t5LVL).
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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DATIC: 04/05 17
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7 001
ELECTRIGAL LEGEND
SYM50L
DEFINITION
NOTES,
-e
12bV OUTLr=T
20 AMP GlIsIGLE POLE
=0
Hoy OUTLET
Hoy OUTLET
1/2 CP OUTLET WIFIED
TO SWITCH
C:pl
110v CUTLET
ECUIPED WIC~ FAULI
WERUPtER (TAI-MR
I;MSISTANT I t )
220V OUTLET
(4) URE CAVISINECTION
wrx
Exr. wATERzRocr-
GROW -0 rAULT
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OUTLET
lKlIERMU"R
SWITC44
SWITCH I 3-WAY OPEFt
IV4
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�-o
WALL MOUNTED
LIGHT
CEILING LIGHT
�'0�1) VIP
VAPOR PROCl-
LIGHT
�0:)
RECESSED CAN
WALL SC40NJM
PRE-WIRMID
'#9NT. rAN
I C�" PER Sa �rr.
WNT. rAN
W&04'r
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4'X2' T
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2' FLUORESCENT
4- rLUORESCaNt
4' TRACK LIGHT
[=�� I PANE1
MEltR
I
I i5xrr. 5Acx-uP
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W HARDWIRE
WALL MOUNTED
5ATr. 15ACK-UP
9101crE DETECTOR
W1 HARMIRE
� a i r�y-q I! �
PENDANT LIGHT
NATURAL GAS
OUTLET
TELEPWONE JACK
WATER HEATER
IGNITION SOURCE
TO RE ELEVATED
Dl6C42ZNiECT
TV, I I TELEVISION JACK
0 1 J-1=
CEILIwj
te)�=
I
PLOOP LrAf4T
OPT. SECURITY
7KP
KEYPAD
P4k
PUS44-OUTTON
FOR CHIMES
USIS FIORI
LOCATION Or TV JACK$ 4 PHONE OUTLETS
FANS TO BE VERIFIED e POMEOUNER
PRE -CONSTRUCTION MEI=-TIW:L
ALL FMCEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF P15CR rpTP
EDITION (201-1).
20 AMP DEDICATED LAUNDRY' CIRCUIT.
GF1 0 ISLAND (NOT ON KITC44EN CIRCUIT)
OISPLUASPER DISCONNECT TO BE LOCKOUT
IN PANPHI
5ATPROOM EXHAUST FANTO PAVE MIN.
CAPACITY Or So CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15013 F15CR 6TH EDITION (2011).
LAUNDRY ROOM RECEPTACLE $14ALL BE
GROUND FAULT CIR!C-UfT-INTr=RRUr-It:R
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METPOD 5WALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
F5CR &TH ED (201-D.
ALL WOR< TO COMPLY UJITH ELECTRICAL
PROV151ONS Or TP;z F15CR &TP ED (201-1).
ALL LAMPS SHALL BE SELECTED BY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2011, 6th EDITION R404.1
LANAI
CEILING
MTrD. LIGHT
TO BE 13
IINSTALLED,
I I`DROVIDO::�- 1\
J-15ox FOR
I OPT. FAN
C14 I
I
ICJ
SWITC14 IN
CABINET
Poor,> WIRE Lu/-�'
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ORCH
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G:ARAGE
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X 30
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t
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CODE
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OUTLET e
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2a(
i
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OPT.
COAC44
LIG44T
METER
FIELD
VERFIr
LOC.
a 0" 1 j , I
PROMDE SO-D "QO"
PANEL LOAD CENTER OR EQUAL SERMCE 120/24,OV. 1PH, 3W_ MINIMUM BREAKER AIC 10K
BUS RATING: 200 AMP
LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE
CKTS
LOAD DESCRIPTION
BKR
WIRE SIZE
CKT.
NO.
WRE SIZE
BKR
TRIP
TRIP
AIR HANDLING UNIT
60
6
1
12
8
35
CONDENSER
AIR HANDLING UNIT
60
6
3
4
8
35
CONDENSER
RANGE
50
6
5
6
10
25
WATER HEATER
RANGE
50
6
7
8
10
25
WATER HEATER
CLOTHES DRYER
30
10
9
10.
12
20
CLOTHES WASHER
CLOTHES DRYER
30
10
11
12
12
20
LAUNDRY RECEPTACLE
GARAGE LIGHTS AND RECEPTACLES
20 GFCI
12
13
14
12
20
DISH WASHER
DISPOSAL
20
12
15
16
12
20
REFRIGERATOR
SMOKE / CARBON MONOX. DETECTORS
20 AFCI
12
17
18
12
20
EXHAUST HOOD / MICROWAVE
KITCHEN APPLIANCE RECEPTACLES
20 CFCI
12
T9
20
12
20 GFCI
KITCHEN APPLIANCE RECEPTACLES
FLEX
20 AFCI
12
21�22
12
20
TOILET ROOM RECEPTACLE(S)
DINING ROOM RECEPTACLE(S)
20 AFCI
12
23
24
12
15 AFCI
OWNER'S SUITE LIGHTS AND RECEPTACLES
TOILET ROOM RECEPTACLE(S)
20 AFCI
12
25
26
14
15 AFCI
BDRM, #3 LIGHTS AND RECEPTACLES
BDRM. #2 LIGHTS AND RECEPTACLES
15 AFCI
14
27
28
14
15
IRRIGATION CONTROLS
BDRM. #4/1-OFTS LIGHTS AND RECEPTACLES
15 AFCI
14
29
30
14
15 AFCI
GENERAL LIGHTS AND RECEPTACLES
GENERAL LIGHTS AND RECEPTACLES
15 AFCI
14
31
32
SPARE
E
SPARE
35
36
SPARE
SPARE
1371301
i
SPARE
.SPARE
1391401
1
ISPARE
lim.
A. CONFIRM BREAKER AND WIRE SIZES WTH EQUIPMENT PROMDED.
B. WIRE SHALL BE TYPE NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U ST�LE SE ROMEX CABLE WHICH IS RATED
IN THE 75' COLUMN.
C. EACH MUl-TlWRE BRANCH CIRCUIT SHALL BE PROMDED WTH A MEANS THAT WLL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED
CONDUCTORS AT THE POINT WERE THE BRANCH CIRCUIT ORIGINATES.
D. PHONE & DATA WIRE TO BE CAT 5
E. CABLE TV WRE TO BE RG 6
F. MAIN BREAKER TO HOUSE TO BE 22 K AIC,
a MAIN TO ALWAYS BE LOCATED NEXT TO METER.
]E50 Al'�lf= FHLECTfRICAL Rl5EfR
NOT TO SCALE.
GENERAL NOT55i
A, ELECTRICAL MATIERIAL5 AND INSTALLATIONS 5PALL
COMPLY WITH ELF-CTRICAL PROV15IONS Or- THE r-5CR &TH
EDITION (201-1), LOrAL CODES, AND ALL LOCAL POWER
COMPANY SMQUIREMENTS.
5. ALL CONDUCTOR5 5HALL 5;= TYPE THHN/THUJN UNLESS
NOTED OTHIERWISE.
FDOWER COMfvANY
TRANS,FORMER
PROVIDE IE�O AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC
CONDUIT UNLESS 51ERVICE 15 F'ROVIDED 5Y THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIORTO BID.
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEC CODE VP2)
HOUSE PLAN: MODEL "'GALEN"
LOAD INFORMATION
VA
2432 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT
7200
2 20 A APPLIANCE CIRCUrT AT 1500 VA EA.
3000
1 LAUNDRY CIRCUIT
1500
1 RANGE AT NAME PLATE RATING OR COOlCrOP/OVEN
12000
I WATER HEATER
4500
1 DISHWASHMR
1200
I CLOTHES DRYER
5000
I DISPOSAL
500
I MICROWAVE
1500
I REFRIGERATOR
1200
SUBTOTAL OF GENERAL LOAD
37898
FOIST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD AT 40X 30330 VA x .4
11078
TOTAL NET GENERAL LOAD
21078
aG TOR HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP)
21 AM? x 240 VA=
3.5 TON COOLaM SY19TMM 40 AMP x240 VA--
9600
NET GENERAL LOAD
;;078
NET TOTAL HVAC
9600
TOTAL LOAD
30878
CALCULATED LOAD FOR SERVICE
2908 VA/240 V=_199-AU?
150 AMP SERVICE
OWORST CASE SCENARIO - HIGHEST HVAC LOAD
USED IVOR CALCULATIONS.*
NEUTRAL CALQlATION.
LIGHTING, APPLIANCE, LAUNDRY LOADS, 14,283 VA
3000 VA 0 100%, REMAINPERG 359.
Nr=T LOAD; 6,S413 VA
RANGE: 12,000 a -to% 8,400 VA
DRYER: 5,000 0 "10% 3500 VA
TOTAL 18,8413 VA
NEUTRAL AMPACITY: 15,481Z / 240 = 18 A
12 AL MINIMUM NEUTRAL coNpUcTOR
P�ROVIDE 302/0 cu, THWN + 1% CU IN 2" CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 21' CONDUIT.
(CONDUIT TO TERMINATE A50VE SOFFIT a Ovr=RPANGd
Irp0A/2P
MC5
COMBINATION SERVICE
DISCONNECT SWITCH AND
ELECTRIC METER IN
NEMA 3R ENCLO5URE
TELEPPONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM 5ONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMIm
120/240 VOLT
I f0PASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 *4 CU SERVICE GROUND CONNECTED TO
CONCRETE r=NCA5r=D POOTER STEEL PER
ELECTRICAL PROVISIONS Or- THE F5CR &TH
EDITION (201-1).
5/8" DIA X 8 F-T LONG COF�=ER CLAD GROUND ROE)
A R C H IT E C T S
Dxsign
rOL
u p-inc.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
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"GALEN"
GARAGE BVMG:
RIGHT
PAGE:
FIRST FLOOR
ELECTRICAL
PLAN
%�.160 MPH EXP, C J
ARCHrrECT:
STATE Cf= FLORIDA
��N a
DATE: 04/05/17
8CALM: 1/4"=V-0 �l
811EET