HomeMy WebLinkAboutBUIDING PLAN PAGE 1-17A R C H I T E C T S
• STATE OF FLORIDA
CERTIFIED BUILDING
CONTRACTOR:
STANDARD PACIFIC HOMES
825 CORAL RIDGE DR.
CORAL SPRINGS FL, 33701
TEL: (954) 5757300
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
NAMES CANTWELL
AR No. 12079
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax. (407) 774 4078
DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL
• 2010 FLORIDA FIRE PREVENTION CODE
• NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION
*ALL LOCAL AND STATE CODES
.00CUPANCY *CONSTRUCTION TYPE
TYPE —
• MIN. INTERIOR FINISH *BASIC WIND WIND SPEED(VULT)—
•1—STORY RESIDENCE —
RESIDENTIAL, GROUP R',
VB
CLASS B
170 MPH EXPOSURE C
•2—STORY RESIDENCE — MAX. HIEIGHT AS PER
LOCAL AND STATE CODES
.SEE STRUCTURAL DRAWINGS FOR MORE INFO
SPECIFIC PARAMETERS FROM FBC 2010 CH. R44
USED FOR MANSORY AND WOOD:
• R301.1 EXCEPTION HIGH VELOCITY HURRICANE
ZONE DESIGN IS BASED ON CHAPTER R44 FOR
MANSORY AND WOOD.
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10
6 � )1 ��� 99 PLAN I99
FORM
STANDARD PACIFIC HOMES
Making You Right A t Horne
825 CORAL_ RICDGE CDR.
LMNG
320ro
SQ.
FT.
COVERED LANAI
337
SQ.
FT.
COVERED ENTRY
/o%
SQ.
FT.
3 CAR eARArSE
-1 1
SQ.
FT.
TOTAL
4441 SQ. FT
CORAL SPRINGS, F=L 33701
Tel= (954) 575-7300
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
CI —COVER PAGE
PG
GN—GENERAL NOTES
PG
Al —FLOOR PLAN
PG
AI.1—SCHEDULES
7HIBBTRUCTUREHSBEENDESIGNE
FORACOMPLIANCE OF
PG
A2C-4JLEVATION C FRONT �C REAR
AND piEVIEWED
FBC1608.1.0.FOR ONE OFTHE FOLLOWIN�
PG
A3C};LEVATION C DEFT Qx, RIGHT
WIND PRESSURE
PG
A4C—DETAILS ELEV C
INTERNAL
WtNDBORNEDEBRIS PROTECTION
PG
DI —DOOR & WINDOW DETAIL
RESISTANCEGIAZING
PG
D2—MISC. DETAILS
IMPACT 1
PG
D3—MONOLITHIC 1—STORY WALL SECTIONS
_
PG
El —ELECTRICAL PLAN
PG
PlPLUMBING PLAN
PG
Ml —MECHANICAL PLAN
PG
S1.01—GENERAL STRUCTURAL NOTES
PG
SI.02TABLES
PG
S2.01C—FOUNDATION PLAN
PG
S2.02C-1ST LIFT BEAM PLAN "C"
PG
S4.01C--ROOF FRAMING PLAN "C"
PG
S5.01SECTIONS AND DETAILS
PG
S5.02—SECTIONS AND DETAILS
PG
S5.03—SECTIONS AND DETAILS
PG
S5.04—SECTIONS AND DETAILS
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ARE lPLA° OPMEDr�
PG
55.05—SECTIONS AND DETAILS
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OF Design
Group Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
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PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
"ELAN I"
GARAGE SWING:
RIGHT
PAGE:
COVER
PAGE
ka
ARCHITECT:
STATE OF FLORIDA
MAR 3 1
03/24/15
Contractor Copy
SCALE:
SHEET NO:
cI
T E C T
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA
BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10.
2. DESIGN LOADS;
FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS.
3. 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 WINDBORNE 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, 2010 EDITION.
4. 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.
5, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH 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.
6. THE ARCHITECT/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.
7. 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,
8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 170 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2010 SECTION 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 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2010, SECTION 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 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBC 2010 SECTION 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 THAN''/: -INCH GYPSUM BOARD OR EQUIVALENT.
F4"Mo 3:1
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 2,500 PSR 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'/THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
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 T- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL 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.
GENERAL NOTES:
1. GARAGE NOTES:
" PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT
OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON
INSIDE OF GARAGE DOOR.
* PROVIDE SCREENED OPENINGS THROUGH GARAGE DOOR W/ THE CLEAR EFFECTIVE AREA NOT
LESS THAN 60 SQ. IN. PER MOTOR VEHICLE (LOCATED WITHIN 7 IN. OF THE HIGHEST PART OF THE
FLOOR). COMPLY W/ SECTION 1506.1 OF F.B.C..
AS PER FBC 2010 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -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 THAN''% -INCH GYPSUM
BOARD OR EQUIVALENT.
GARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE
FORM.
2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM
INSIDE THE CLOSET.
3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR
REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL
BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL..
4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE TEMPERED GLASS.
5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES,
6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR
FROM THE OUTSIDE IN CASE OF EMERGENCY.
7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
8. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE.
9. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE
FLOOR.
10. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES.
11. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.C. SECTION 2413 UNLESS THE
EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT
APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS AS
SET FORTH IN CHAPTER 16.
12. FIRE STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR
SECTIONS 4409.7.2.1 THROUGH R4409.7.2.6,
13. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN
200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9.
14. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE
PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1).
15. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE
WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH
1/2 INCH GYPSUM BOARDS.FBCR 311.2.2.
16. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED
IN AN OPERABLE DIRECTION,
17. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND
PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SQ, FT.
IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. ALL
WINDOWS SHALL BE PROTECTED W/ DADE COUNTY APPROVED STORM SHUTTERS.
18. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10.
EXTERIOR FINISHES
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 THREE COATS,
5/8" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN
ACCORDANCE WITH ASTM-C926
3. MASONRY VENEER SHALL COMPLY WITH SECTION R703.7.3 OF THE 2010 RESIDENTIAL
EDITION OF THE FLORIDA BUILDING CODE IF APPLICABLE,
4. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE
EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6" PER SECTION R704 OF THE 2010 FBC,
INSPECTION FOR TERMITES.
TABLE R301.0(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN
cnrecoRv`
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMPe
ICE BARRIER
UNDERLAYMENT
REQUIRED'
FLOOD 9
HAZARDS
AIR
FREEZING
INDEX'
MEAN
ANUAL
TEMP'
Speedd
Impnl
Topographic
effects' (NA)
WeatheringF
rost line
depth
Termite`
NA
See Fig. R301.2(4)
NA
Negligible
NA
Heavryy
NA
NA
NA
ABBREVIATIONS
ABV.
ABOVE
FR. DR.
FRENCH DOOR
R.
RISER
A/C
AIR CONDITIONING
FTG.
FOOTING
RAID.
RADIUS
ADJ.
ADJUSTABLE
R.A.G.
RETURN AIR GRILL
ALT.
ALTERNATE
GA.
GAUGE
REF,
REFRIGERATOR
AMP.
AMPERAGE
GAR. DISP.
GARBAGE DISPOSAL
RM.
ROOM
G.F.I.
GROUND -FAULT INTERRUPTER
R.O.
ROUGH OPENING
BD.
BOARD
GL.
GLASS
GYP. BD.
GYPSUM BOARD
S.C.
SOLID CORE EXT DR
CL
CENTER LINE
S.D.
SMOKE DETECTOR
CAB.
CABINET
H.B.
HOSE BIB
S.H.
SINGLE HUNG
CLG.
CEILING
H.C.
HOLLOW CORE
SHT.
SHEET
CLR.
CLEAR
HDR.
HEADER
SHTHG,
SHEATHING
CONC.
CONCRETE
HGT.
HEIGHT
SHWR.
SHOWER
CPT.
CARPET
SIM.
SIMILAR
C.T.
CERAMIC TILE
INSUL,
INSULATION
SL.
SLIDING
INT.
INTERIOR
SL. GL.
SLIDING GLASS
D.
DRYER
SL.
STANDARD
DBL.
DOUBLE
LAV.
LAVATORY
SWS
SHEAR WALL SECTION
D.G.
DUAL GLAZED
LUM.
LUMINOUS
DIA.
DIAMETER
TEMP.
TEMPERED GLASS
DIM.
DIMENSION
M.C.
MEDICINE CABINET
THK.
THICK
DISP.
DISPOSAL
MFR.
MANUFACTURER
T.O.C.
TOP OF CURB
DP.
DEEP
MIN.
MINIMUM
T.O.P.
TOP OF PLATE
DR.
DOOR
M.T.
METAL THRESHOLD
T.O.S.
TOP OF SLAB
D.S.
DOWNSPOUT
MTD.
MOUNTED
TYP.
TYPICAL
DTL.
DETAIL
MTL.
METAL
D.W.
DISHWASHER
U.N.O.
UNLESS NOTED OTHERWISE
N..S.
NOT TO SCALE
EA.
EACH
V.P.
VAPOR PROOF
ELEV.
ELEVATION
O.C.
ON CENTER
EQ.
EQUAL
W.
WASHER
EXH.
EXHAUST
PL
PROPERTY LINE
W/
WITH
EXT.
EXTERIOR
P.B.
PUSH BUTTON
WD.
WOOD
PH.
PHONE
WDW.
WINDOW
FX. GL.
FIXED GLASS
PLT.
PLATE
W/H
WATER HEATER
F.G.
FUEL GAS
PLYWD.
PLYWOOD
W.I.
WROUGHT IRON
FIN.
FINISH
PR.
PAIR
FLR.
FLOOR
P.T.
PRESSURE TREATED
FLUOR.
FLUORESCENT
BURGLARY INTRUSION NOTES
DOOR I DOOR LOCKS
1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS IN ANY MOVABLE DIRECTION
2. LOCKS ON EXTERIOR DOORS SHALL BE A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF THE KEY -IN -THE -KNOB IS USED, THERE SHALL
BEAUXILLIARY SINGLE DEAD BOLT WITH HARDENED BOLTS OR INSERTS,
3. EXTERIOR EXIT DOOR IF OPERABLE FROM EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT IS KEY -OPERATED FROM THE EXTERIOR.
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCK AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF
PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCK W/ 5/8" MIN. THROW BOLTS W/ INSERTS,
5. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB HEAD,
SILL OR MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA TO MAINTAIN A BOLT STRENGTH EFFECTIVENESS IF NECESSARY
AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRANCE FROM THE OUTSIDE.
6. HINGES ON EXTERIOR OUT -SWINGING DOORS SHALL HAVE NON -EXPOSED SCREWS EXPOSED HINGES SHALL NOT BE REMOVABLE. JAMBS OF ALL EXTERIOR OFFSET
TYPE IN -SWINGING DOORS SHALL BE OF RABBETTED OR OF SIMILAR FABRICATION
7. SINGLE SWINGING EXTERIOR DOORS IF WOOD SHALL BE SOLID CORE OR NOT LESS THEN 1 3/8" THICKNESS.
8. GLASS AND GLASS -LIKE MATERIALS SHALL COMPLY WITH "ANSI Z97.1". SLIDING GLASS DOORS SHALL COMPLY WITH "AAMA 1303.5" AND
"ANSI / AAMA 101.
9. SINGLE EXTERIOR SWING AND INTERIOR SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MIN. 1 3/8" THICK, SOLID CORE AND SHALL BE
SECURED WITH LATCH AND SINGLE DEAD BOLT WITH 1" MINIMUM THROW OR A COMBINATION OF DEAD BOLTS SET W/ LATCH THROW A MIN OF 1/2" AND BOLTS HAVING
A MINIMUM THROW OF 1".
10. GARAGE DOOR CONNECTING TO LIVING AREA SHALL BE SELF -CLOSING AND SELF -LATCHING PER FBC 2010.
DOOR / WINDOW GLAZING NOTES:
1. ALL GLASS
DOORS/WINDOWS SHALL COMPLY WITH CHAPTER R44 OF THE F.B.C.
2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND
EXISTING ROUGH OPENINGS.
3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE
UNIT SIZES, GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY
ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH
WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES
ARE FOUND, BEFORE PROCEEDING WITH THE WORK.
4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP
DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.
5. ALL WINDOW GLAZING SHALL BE TINTED U=1.12 & SHGC=0.48 ALL DOOR
GLAZING SHALL BE TINTED U=1.13 & SHGC=0.49
6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT
MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC R4410.2)
7. ALL GLAZING WITHIN 48" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT.
II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR
WITHIN 36" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE
FLOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS.
8, WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY
GLAZING,
9. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. R4410.2.3
10. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I
AND II AND GSA DD-G-451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR
GLAZING MIRRORS AND OTHER USES AS PER F.B.C. R4410.2.1.2
11. INSTALLED GLASS SHALL NOT BE LESS THAN SINGLE -STRENGTH B QUALITY
UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL AS PER F.B.C.
R4410.2.1.7
12. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS
CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN
SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS AS
PER F.B.C. R4410.2.3.1.3.2
13.ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW-E.
Pr Design
Group Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
111 954 708-2468 FAX 00
r
10
RIVERREND
]LOT 30
170 MPH EXPOSURE "C"
FTHE
OJECT#
03303.030
DEL: COVENTRY
6810
PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
GENERAL
NOTES
ARCHITECT:
STATE OF FLORIDA
np,ip'ET 03/24/15
S C ALE:
SHEET NO:
G N
CONTROL DATE: 01 /07/15®`
A R C H I T E C T S
N N
ENTRY _
jJ2
31I5' 3" 1-4'T 51_31I
121-10"
VENEER
(I)COVERED SENTRY c 9'
PLAN
SCALE:
2'-6" 5'-1 1/2" 5'-1 1/2" „2'-io"
RE
n HINT® ELEVATION
N
-� SCALE: 1/4'=1'-O'
/ AT II GACC tv
0 INT ® ELEVATION
SCALE; 1/4'=I'-O'
11 11 1 1 I A I f
:CH
a
F
3'-61I
AND
MALLER
VERIFY W/ PLAN
3'-1II TO T-O"
AND LARGER
VERIFY W/ PLAN
3-1/2" 3-1/2" 1/2"
I'-1° 1'-2" ELEG. OUTLET
PER ELEC. CODE
DOUEsLE
TOP f LATE
PARTITION
m
(A) KITCHEN ISLAY)
14,
TYIP® A U'--" I DE r
T-1" AND LARGER
VERIFY W/ PLAN
AILS
WHEN AN 8" OR 12" RADIUS HEADER ENGAGE INTO THE SAME
COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2"-0"),
THEY NEED TO ALL HAVE THE LARGER RADIU6.
21'-411
_011 8 _01, 8'� 23, 31I
0 8" -� 01°
hN 8"
O N.B.
— — — ----------------------------- EGRESS N
�. _� 10'-8" CLG.
ro N I I N IJ,' -O" I 1 CND
n (:T
CASUAL I
DINING I COVERED MASTER
BATH ao Im'-a" cLG j j LANAI BEDROOM
8" I
3 1/2 11
J 21-2" 11'-10 1/2" I 241-71 20' OII
— J 81I
2'-3 1/2" 12'-3 1/2" ------------ ---- 0
CAT II SAFETY =
GL.SHOWER
ENCLO. —— — — — — — — — — ---- —
AT sH R. KITCHEN -- 4" RECSHU R. aD = CDC m I w [� � 0 0
PARTITIONCLG_ I I — — — — — N t— — m-S" CLG, v fY I O BENCH
n ----- /
UNDER I I r Q r— 11
3 1/2 COUNTER �n I I SI I Lp 8 3 -9 T -8 = 3 2
all 5'-11" 3'-2 1/2" 5'-6 I/2" 22'-I" 1 \ - I le I'-"
I / 3 I/2" I� ILu4" RECESS
<A._.T SHLUR.
7 n DECK
OI ��A ��
PANTRY 3'-2" L
�
m 101_S"I CLG.
O ® I I GREAT ROOM — I 4'-2" 18 Ui 3 3 /2" F N AT II SAFETY
O I — I 4° GLG, IQ IL GL_ SHOLIER
coi Idn X ENCLO. m
u1 n II II I N 5z
PARTITION SLEEPING ROOMS PROVIDE AN EGRESS I i W.I.C.
LJ IUNDER WINDOW WITH A NET CLEAR OPENING I = r
01 c0 I COUNTER OF 5 SQ. FT. FOR GROUND FLOORS,
I 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS I I ASTER (L
II
SHALL NOT BE LESS THAN 24'H OR 20'W I I I BATH ® �( I �> I� V
4 aAR roP @----------------------� m �'-7 I/2" I 8 8_ _ I; 11
APPLIANCE
I 5 _I1 14 -lO" MICRO pBL 1 L — SILL NOT MORE THAN 44" ABOVE FLOOR. I 5 I/2 I I 4 CLG N N _
n r II
5 V2" 11" HIGH KNEE WALL
rp REF. ABOVE OVEN -5" g^ 2 m 1/2 3 /2 ( W/ GAT. II SAFETY
n �— 3'-0' S' _3' BENCH GL. A5v.
i - /
—
____ __
T I \ -
rr m 8 I(D _0, CLG m'-8' CLG 8" 8" 8l
4'
-0 LAUNDRY = I Ir-z° 8" _ I 2�� 1 I 1v-2" I = ( W.I. C. — v
r _ LAU I
'B CLG I — CLG I _I cLG I r-LG FOYER I
� N I I I I I I 111_0„
r----- ii �--, - m I 6" I I `� - I ^� TYP. '� 11-2° CLG I — L. I /
L. ------
u31_6�I 4�_51� — ¢r-SII ---c0 l 110'-SI' CLG
20 �IN. F.R.
-- ---- -- NSUL. WH
3'-S" 4'-1"
0 PL-ODR �� n m Ir - 3 I/2" DOUBLE FUR 3`0I
r--------- N REAR E
6 `� J 1 ENTRY 10'OF
X Ou v 16'-O" VLT. CLG. a FROMITOPSOFP LINEN BOLLARD
I (SEE STRUCT.
`n 5'-0" v X = LINE OF
N w i WALL 45OVE III I� ARCH -- _ THRESHOLD DwGs.)
l P R ELEV. F---�
BEDROOM #3 DINING �—, 1 _ _ a,
m'-8" GLG. 1 I 2 11'-4" CLG. I `LL) \
N �J 22x3,0 AT %
ABOVE ACCESS
G 2 _g 3 OI/2 9 /21 1 — I —
co
8 all3 31 8 I 4X4 POST (TYP.) O
_all = 4'-O" 12'-0 1/211 g'-2° BOXED TO 8"XS" W/ GARAGE
61I 13 I/2" 8 I'-2 _2" CEDAR WRAP
4
a
m _
N
BATH 2
=
N
N
\
�0
Li
�
m
22x3O ATTIC
ACCESS � nl
Chi}
H,g,
ri
(NSUL.
I L �
---
-------------------- ---
�m
2'-10"
3'-2"
101-I111
16'-411
STONE VENEER
BELOW
—
,45OVE
3 1/2"
3 I/2"
I'-4"
2'-8"
16'-0"
2'-0"
BEDROOM #2 t'
11
GARAGE1
10'-0" CLG.
a"
!
NOTE:
1® -a CLG.
c V
I
0 O SOFFIT
FLAT 5 I/2" I IV � SOFFIT
KK I IQ m r JJ� g1.41, FLAT
— — —KISOFFIT
EGRESS
II — ---GG)-� —
WRAP STONE VENEER
AT OPENINGS U.N.O.
I
1`11IR PLAN
1
lx STONE VENEER ELEVATION u
R° SCALE: 1/4' =1' - 0'
41_011 41_611 31_211 31-211 21_51I 41_51I 2'- 21_71I 4'�5" 10'-211 `+ k' 4'
l' 6" 2' 21-6°
Contractor Copy,
14Design
roup Inc.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
RIVLRBLND
LOT 30
170 MPH EXPOSURE °C
PROJECT#
03303.030
MODEL:
THE COVENTRY
0310
„]FLAN 1"
GARAGE SWING:
RIOHT
PAGE:
FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
MAR 3 1 5
0
JAMES C ANTWELL
AR NO 1zO79
PRINT 03 24 15
DATE•
SCALE: AS NOTED
SHEET NO:
At
INTERIOR DOOR SCI1ED-LJ E
DOOR
DOOR
#
O
SIZE
TYPE
�-
ZONE REMARKS
WID�HGHT
DIS
2'-8'
8'-0"
SWING
SOLID CORE W! WEATHER STRIP
AW/ANDS SELF LA GRHNG PER FBG 201E SELF CL051NG
D20
2'-6"
8'-0"
SWING
—
D21
NOT USED
—
D22
2'-8'
8'-0'
SWING
W! WEATHER STRIPPING
D23
2'-8'
8'-0"
SWING
- —-------._.._
024
5'-0"
8'-01
51-PA65
D25
8'-0"
SWING
—
D26
_2'-6'
2'-8"'
8'-0"
SWING
021
2'-&'
8'-0"
SWING
—
W/MARBLE THRESHOLD
D28
2'-8°
8'-0"
SWING
—
D21B
2'-8'
8'-O"
SWING
—
W/MARBLE THRESHOLD
D30
NOT USED
- -
D31
3'-0°
8'-O"
SWING
—
D32
2'-0'
8'-0'
SWING
W/ WEATHER STRIPPING
D33
T-C'
8'-0'
SWING
—
WIMAREiLE THRESHOLD —
D34
2'-4"
8'-0"
SWING
D35
2'-4'
8'-O"
SWING
—
-
D30
2'-4"
8'-0"
SWING
--------._._._.__.-
DB7
2'-4"
8'-O°
SWING
—
D38
2'-4"
8'-0"
SWING
—
D3S
T-W
8'-0"
SWING
SOLID CORE W1 WEATHER 5TRIF'
W/ALUMINUM THRESHOLD. SHALL BE SELF CL051NG
AND SELF LATCHING PER FBC 2010
D40
NOT USED
D41
NOT USED
D42
NOT USED
D43
NOT USED
D44
NOT USED
D45
2'-6"
8'-O'
SWING
—
--- — Y
D46
NOT USED
D47
2'-6" 6'-0'
SWING
D48
2'-ro° 5'-O°
SWING
—
D4S
NOT USED
D50
NOT USED
D51
NOT USED
-
D52
NOT USED
D53
NOT USED
D54
NOT USED
DOOR NOTES:
ALL HARDWARE 15 TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART V FLA
ACCESSIBILITY CODE 4.13.9 IN REFERENCE TO -HAND GRASPABILITHY AND FMCA-201
SECTION 309.4--
EGRE55 DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE
OF A KEY OR €PECIAL KNOWLEDGE OR EFFORT. FBC2010 R3112.
EXTERIOR DOOR OPENINT �'_ j' a F,DtJLE
DOOR/ DOOR
WDW
CALL, #
�>
SIZE
TYPE;
ZONE
REMARKS
WIDTH
HGHT
DI
16'-0"
8'-01
O.H.
5
METAL
D2
8'-0"
8'-O"
O.H.
5
METAL
D3
6'-O"
8'-O"
FR. DRS
W/ 12" S.L.
EA. SIDE
4
CAT II SAFETY GLAZING, WITH ALUMINUM THRESHOLD
(1/2' MAX.): DESIGNATED EMERGENCY MEANS OR
ESCAPE PER FBC 2010
D4
NOT USED
D5
NOT USED
DE
NOT USED
D
NOT USED
P8
NOT USED
DS
2'-8"
8'-0"
SWINCa
4
OPT, GARAGE SERVICE DOOR
WITH ALUMINUM THRESHOLD (1/2' MAX)
DIO
NOT USED
D11
NOT USED
012
NOT USED
D13
NOT USED
D14
10'-0"
8'-0'
S.G.D
5
OPT. m EXT. KITCHEN, GREAT RM
CAT. 11 SAFETY GLAZING
CAT. W/ ALUMINUM THRESHOLD (1/2' MAX.)
D15
IFS'-0'
8'-0"
S.G.D
4
OPT. -w EXT. KITCHEN, GREAT RM
CAT. 11 SAFETY GLAZING
CAT. W! ALUMINUM THRESHOLD (1/2' MAX.)
DI(o
2'-8"
8'-O°
FR. DR.
5
OPT. EXT. KITCHEN, CLUB RM 6 EXT. OFFICE
CAT. 11 SAFETY GLAZING
CAT. W/ ALUMINUM THRESHOLD (1/2' MAX.)
Oil
NOT USED
D8
NOT USED
ENTER1(,_)R WINDOW OPENING SCHEDULE
WINDOW
A
NOT USED
B
NOT USED
C
NOT USED
D
NOT USED
E
NOT USED
F
H34-5H
4
G
26-5H
4
H
H35-5H
4
I
NOT USED
_
,i
H34-6H
4
K
NOT USED
L
(3)2h-5H
- 5
M
(4) 2ro-5H
5
-—._..._.
N
H36-SH
5
O
H36-5H
4
P
H32-SH
4
CAT. 11 SAFETY GLAZING
O
24°X24" FX
4
FIXED GLASS
R
24"X24° FX
4
FIXED GLASS
5
H32-SH
4
CAT. II SAFETY GLAZING
T
25-5H
4
U
25-5H
4
V...
. .....- — ._..__._....._. _._..
4
W
25-SH
4
_
X
NOT USED
Y
NOT USED
Z
NOT USED
AA
NOT USED
BB
NOT USED
CC
NOT USED
-
DD
NOT USED
ER
NOT USED
FF
NOT USED
----..._..
GG
H35-SH
- 5
ELEV. C
HH
_ 25-SH
5
ELEV. C
II
H35-5H
5
ELEV.0
JJ
4053
5 -
ELEV. C
KK
H34-5H
5
ELEV. C -
LL
H34-FX
5
ELEV. C - FIXED GLA58
MM
13-FX
5
ELEV. C - FIXED GLASS, ARCH TOP, TRUE RADIUS
NN
NOT USED
_ GLAZING NOTES:
_
ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RE515TANT MEETING ALL
APPLICABLE CODES AND REGULATIONS. (FBC R4410.2).
NOTE:
MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'5
SPECIFICATIONS FOR MASONRY CONSTRUCTION.
Design
Group Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
(954)708-2468 FAX
O
Ydl
�
W
q
�
a�
O
0.�
w
lll
�
C
q
cv
f=a
RIVER,EEND
]LOT 30
170 MPH EXPOSURE "C"
PROJECT#
03303,030
MODEL:
THE COVENTRY
6810 99 PLAN
AN 1 1 99
GARAGE SWING:
RIGHT
PAGE:
SCHEDULE
ARCHITECT:
(STATE OF FLORIDA
LIAR 3 12
JAMAERS
r'YC11V_V t / /
DATEi I 03 24 15
Contractor Copy
SCAiE: AS
NOTED
SHEET NO:
Al.
I
R C H I T E
ROOF VENTILATION CALCULATION
PER FBC R 806.2
REQUIRED VENTILATION:
4851 S.F. 32.34 S.F.
150
SOFFIT VENTILATION PROVIDED:
4" X 49>1(0" = 122 S.F.
144
GENERAL NOTE:
4" LU CONTINUOUS SCREENED
SOFFIT VENTING
,' TI TIC VENT CALC ®
1'-4"
III
CRICKET
.�.o 1 ■■■
111 ■■■ III
111 .. ■ 111
COPPER COLORED
METAL ROOF
12
! -- �-
I
■■■■ -� .ia
soon::
�I' ■I■I■NEI
■I■I` a
ass�l G 4
'�a��■I���I��• -' ` / e lei
�o
• ••
FRONT ELEVATION
32.3/- 35.6
V N@
32.3/-39.0
VAULT CEILING AT ENTRY.
RIDGE OF INT. TRUSSES SHOULD
E5E HALF UUAi' BETLUEEN THAT OF
THE TOP CHORD AND UJINDOUJ.
(SEE STRUCTURAL DUJCzS.
EL. 23'-3"
BLDG. HGT.
FLAT TILE ROOF
CRICKET
COFf ER COLORED
METAL ROOF J�EL 17-0
UJINDODU HGt.
J EL. 16'-8" TOP OF
ENTRY BOND 15EA1"
12
-- rL EL.
I
37J / -40.3
3io.8/-48.1
C C5 UJINDODU HGT.
4C 4C
I, EL. 10'-8" TOP OF
'- BOND BEAM
DEL 8'-0"
Y UJINDOUJ HGT.
FLAT STONE
VENEER OR
BRICK (TYF)
FLR. SLAB
EL, 10'-8" TOP OF
Y BOND BEAM
4
WINDOUJ HGT.
A,EL. 0'-0" FIN.
I— FLR. SLAB
MI J,EL. -0'-8"
Contractor �oAy
Design
Group inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 00
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
r �
I
RIVERBEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT{
03303.030
MODEL:
THE COVENTRY
6810
PLAN I"
GARAGE SWING:
RIGHT
PAGE:
ElLEV. "C"
EURO. COT.
FRONT
REAR
ARCHITECT:
STATE OF FLORIDA
v<�
PRINT DATE: 03 24 15
SC E: AS NOTED
SH ET NO:
A2 C
COPPER COLORED
METAL ROOF
12
! -- �-
I
■■■■ -� .ia
soon::
�I' ■I■I■NEI
■I■I` a
ass�l G 4
'�a��■I���I��• -' ` / e lei
�o
• ••
FRONT ELEVATION
32.3/- 35.6
V N@
32.3/-39.0
VAULT CEILING AT ENTRY.
RIDGE OF INT. TRUSSES SHOULD
E5E HALF UUAi' BETLUEEN THAT OF
THE TOP CHORD AND UJINDOUJ.
(SEE STRUCTURAL DUJCzS.
EL. 23'-3"
BLDG. HGT.
FLAT TILE ROOF
CRICKET
COFf ER COLORED
METAL ROOF J�EL 17-0
UJINDODU HGt.
J EL. 16'-8" TOP OF
ENTRY BOND 15EA1"
12
-- rL EL.
I
37J / -40.3
3io.8/-48.1
C C5 UJINDODU HGT.
4C 4C
I, EL. 10'-8" TOP OF
'- BOND BEAM
DEL 8'-0"
Y UJINDOUJ HGT.
FLAT STONE
VENEER OR
BRICK (TYF)
FLR. SLAB
EL, 10'-8" TOP OF
Y BOND BEAM
4
WINDOUJ HGT.
A,EL. 0'-0" FIN.
I— FLR. SLAB
MI J,EL. -0'-8"
Contractor �oAy
Design
Group inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 00
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
r �
I
RIVERBEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT{
03303.030
MODEL:
THE COVENTRY
6810
PLAN I"
GARAGE SWING:
RIGHT
PAGE:
ElLEV. "C"
EURO. COT.
FRONT
REAR
ARCHITECT:
STATE OF FLORIDA
v<�
PRINT DATE: 03 24 15
SC E: AS NOTED
SH ET NO:
A2 C
RIVERBEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT{
03303.030
MODEL:
THE COVENTRY
6810
PLAN I"
GARAGE SWING:
RIGHT
PAGE:
ElLEV. "C"
EURO. COT.
FRONT
REAR
ARCHITECT:
STATE OF FLORIDA
v<�
PRINT DATE: 03 24 15
SC E: AS NOTED
SH ET NO:
A2 C
A R C H I T E C T S
6
EL. Igo'-8" TOP OF
ENTRY TIE BEAM
38-8/ 42.0 38.8/-42.0
3T.1/-40,3
_ EL. 10'-8" TOP OF
�v TIE BEAM
UINDOUJ HGT.
STONE VENEER
FIN.
'f FLR.
SLAB
�r FIN.
GRADE
IILEFT ELEVATION
COPPER COLORED
EL. I0'-8" TOP QF_jL METAL ROOF
ENTRY BOND BEAM
BEAM
6
c6
4C
--_` II
EL. 10 8" TOP o� -I 1 - -
BOND BE4Y 1 - - - - - -
EL. 8 -0 I ro
UJINDOLU HGT.
STONE VENEER..,Q 35.8 /-42.0 35.8 /-42.0 38.8 /-42.0 38.8 /-42.0
2'
EERIE
EL, 0'-0" FIN. - 3T.8/ 41.1 37.8/-50.0
FLR. SLAB - - _ - - - - - - - - - - - - -
EL. -0'-8" 38.2/-41.5 34.1/-42.5 3�0.9/-40.2
FIN. GRADE LIGHT FIXTURE SERVICE DOOR
RIGHT ELEVATION
SCALE: 1/4"=1'-O"
Conti "'tor''®PJ'
I AF
FAX: 407-774-4078
www.abdesigngrou p.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
r
�L'Imm
Monson
rFR IVERBEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT#
03303.030
MODEL:
THE COV]ENTRY
6810
PLANI
GARAGE SWING:
RIGHT
PAGE: ELEV.
EURO. COT.
]LEFT &
RIGHT
ARCHITECT:
STATE OF FLORIDA
MaR 3 1`��Qt
PAIN DAT � 03 /2415
SC E: AS NOTED
SHEET NO:
A 3 C
A R C H IT E C T S
NOTES:
DETAILS INSTALLED PER MANUFACUTURE'S RECOMMENDATION.
DETAILS SMALL HAVE TRADITIONAL LOOK AND SMOOTH FINISH U.O.N.
DETAILS TO BE PRECAST OR FOAM/EPS.
SHUTTERS TO BE POUJDER COATED ALUMINUM OR FOAM/EPS,
ADD 2" LHEN
INSTALLED NE FLAT STONE
3 STONE VENEER
\ � OR BRICK
FLAT StON\ 211
VENEER
OR BRICK \
m 1 \LSI
!41/2�`211 /N 4" 00 0 \ / PROFILE
ELEVATION PROFILE ELEVATION ELEVATION
CT IIL ]E'TI'AIL C2 D ETAILL C3 D ETAI L
SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" BCALE: 3/4" = I'-O"
GT/'1nl= rNEER
:LAT STONE
,/ENEER
�)R BRICK
PROFILE
C4 D ETAI L
SCALE: 3/4' = I'-O'
\ FALSE /
�TALS
PROF I L E
®�L
� �A�
SCALE: 3/4" = I'-O"
MTL. FLASHING
CONT.
2X5 FASTENED TO EA.
ROOF TRUSS,
CUT FROM THE 2X
COPPER COLORED
METAL ROOF
5/8" PL1'UJOOD SHTG. EA.
SIDE UJ/ 8d NAILS m 8" O.C.
TO 2X ARC 5/8"
PL1'000OD SHEATHING
EL. 9'-O" TOP OF L
BOND BEAM
GALV. METAL DRIP EDGE
lx2 P.T.
2x8 CONST. GRADE
ROUGH SAUJN CEDAR 8 2xG
PRE -PRIMED HEM -FIR FASCIA
SECURED LU/ (3) led NAILS
GARAGE
C6 D E TAI L
SCALE: 3/4" = P-O"
) 2 X 6 P.T.
Contrartor.�OpY
OF Design
Group Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
RI V ERBEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT#,
03303.030
MODEL:
THE COVENTRY
0810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
ELEVATION
C "
EURO OO'T T.
ARCHITECT:
STATE OF FLORIDA
�;3 1 tQtS
PAIN DATE 03 24 15
SCALE: AS NOTED
SHEET NO:
A 4 C
C H I T E C T S
2X4:®
SECURE TO BLOCK W/ 2X4::� 2X4:®
TAPGON5 OR DRIVE PIN SECURE TO BLOCK W/ 3/jSECURE TO BLOCK W/Yq"6" SECURE
(MIN. SHANK SIZE .145 TAPCON5 OR DRIVE PIN S OR DRIVE PIN
MIN_ HEAD SIZE 300 (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145
MIN. EMBEDMENT I Y4") MIN. HEAD SIZE 300 MIN. HEAD SIZE .300
8" CMU WITHIN 8" OF EACH END $ NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y4"J
MIN. EMBEDMENT I Y4") NOTE: STRUCTURAL 2X
1" DRYWALL 18" O.G. MAX SPACING, WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X WITHIN 8" OF EACH END MUST BE ON OUTSIDE 4
I"X4" OR I"X2" P.T. NAILER SEC BE ON OUTSIDE 4 MUST BE ON OUTSIDE 4 8" O.G. MAX SPACING. 2XC:® SECURED THROUCzH SECUREIall O.C. TO2_�6„SECURED THROUGH SEC2XO® TO BLOCK W/I-I/4" TAPCON SECURED
OUCH
❑ RE THR4 FRAME
MIN. SECURE TO BLOCK W/2-3f6" 3 SECS TAPCONS OR DRIVE PIN NON-STRUCTURAL 34'
Ix4 P.7. OR NON-STRUCTURAL �(6
SECURE U FRAME TAPGONS OR DRIVE PIN TAPCON MIN.-Y4" s NON-STRUCTURAL /6
EXTEND 1-Y4" INTO BLOCK (MIN. SHANK SIZE .145 7APCON5 OR DRIVE PIN 7APCON MIN. 1-Y4" EMBEDMENT INTO BLOCK. EMBEDMENT INTO BLOCK.
I INN " TAPCONS OR DRIVE MIN. HEAD SIZE I Y4" O X INTO BLOCK. MIN. HEAD 51 E . 1 Yq��"J
W/ /ib EMBEDMENT(MIN, 5HAN< 51ZE
CMU
EMBE
MIN. EMBEDMENT 1 Y4°)-PT 8 CMU MIN. HEAD SIZE .30(0 �� MIN. HEAD SIZE .300 " GMU
SHANK SIZE .145 WITHIN 8" OF EACH END 4 MIN EMBEDMENT Ya5) DRYWALL 2" DRYWALL
HEAD SIZE .300 IS" O.G. MAX SPACINGS. "X-4' OR 2" P.T. NAILER _8 WITHIN 8 OF EACH END 4
WITHIN 8" OF EACH END X4" OR I"X2" P.T. NAILER 18" O.C. MAX SPACING.
MIN. EMBEDMENT-Y4" 2X8.® ❑ 18" O.G. MAX SPACING. ❑ 2X8:® 6" O.S.B. X 4" MIN_
WITHIN 8" OF EACH ENE.) 4 SECURE TO BLOCK WJ2-36" %6" O.S.B. X 4" MIN. 2X8:®
El
18" O.G. MAX SPACING TAPCONS OR DRIVE PIN SECURE TO BLOCK WJ2-3/6° SECURE TO BLOCK W/1-1/4" I"X4" OR 1"X2" P.T. NAILER
POOR CASING TAPCONS OR DRIVE PIN
DOOR CASING (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN -DOOR CASING .
DOOR JAMB OR WINDOW MIN. HEAP SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK 51ZE J45 (MIN. SHANK SIZE 145 DOOR CASING
MIN. EMBEDMENT I Y4") MIN. HEAD 51ZE .300 MIN. HEAP SIZE .300
ATTACH TU 2X PER WITHIN 8" OF EACH END 4 ATTACH TU 2X PER MIN. EMBEDMENT I Y4") DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4")
MANUFACTURER'S DETAILS. IS" O.C. MAX SPACING. MANUFACTURER'S DETAILS, WITHIN 8" OF EACH END 4 -ATTACH TO 2X PER WITHIN S" OF EACH END DOOR JAMB F WINDOW
18" O.G. MAX SPACING. MANUFACTURER'S DETAILS, IS" O.C. MAX SPACING. ATTACH TU 2X PER
MANUFACTURER S DETAILS.
NOTE: SHIM AS NEEDED TO PLUMS JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y411) (DO NOT EXCEED Y41') NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED 70 PLUMB JAMB
(DO NOT EXCEED Y4") (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16"
SCALE: 3/8"-y-0 K +3/4 OR +5/4 r� WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3" USGALN: OW
%n1 WINDOW TO BLOCSGALE: 3/8"=1'-0" , %� WINDOW TO BLOCK +3-7/16"
SCALE: 3/8 - I 0"
2X4
SECURE
SECURE TO BLOCK W/ 3/I6" 2X4:® 2X4:®
SECURE TO BLOCK WJ IN SECURE TO BLOCK W/ 34' TAPCON5 OR DRIVE PIN SECURE TO BLOCK W/Ya"
7 IN. SHAON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE 0 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145
MIN. HEAP SIZE I Y4" MIN, HEAD SIZE .300 MIN. EMBEDMENT I Y4") MIN. HEAD SIZE .300
MIN. EMBEDMENT E MIN. EMBEDMENT I Y4") WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X
WITHIN 8 OF EACH END # MIN. EMBEDMENT I Yq"J
WITHIN 8" OF EACH ENE)4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X
8" O.G. MAX SPACING. IS" O.G. MAX 5PACINCz. MUST BE ON OUTSIDE 4 2XC:® SECURED THROUGH 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4
2XC:® 2XC:® SECURED THROUGH SECURE TO BLOCK W/2-3/16" NON-STRUCTURAL 3/I6" 2XC;® SECURED THROUGH
SECURE TO BLOCK W/2-3Yi(," SECURE TO BLOCK WJ2-3/16" NON-87RUCTURAL 7APCON5 OR DRIVE PIN TA%CON MIN, 1-Y4" SECURE TO BLOCK W/1-1/4" NON-STRUCTURAL 3411
TAPGONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPGON MIN. 1-/4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPGON5 OR DRIVE PIN TAPCON MIN. 1-)14"
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN, HEAD SIZE .300 (MIN. SHANK 51ZE .145 EMBEDMENT INTO BLOCK.
MIN, HEAP SIZE .300 MIN. EMBEDMENT 1 Y4") 8" CMU MIN. HEAD SIZE .300
WITHIN 8'EDMEAT I Y4") 4 MIN. HEAP SIZE I Y4' 8 WITHIN 8" OF EACH END 4 MIN. EMBEDMENT 1 Yq"J
OF ENE)8' CMU WITH NMS""EO MEAGHYEND 4 CMU 8" O.C. MAX SPACING. y DRYWALL 8" (--MU
2X8:® 3` DRYWALL 18" O.C. MAX SPACING. 3 YzXPRORWALX2G TAPCONS O V ❑ �STRUGTRUR" 8'TOG. MAHIN a" OX SPACINGp 4 ❑ LL
F EACH E
la"
C.
/ Y ❑ DOOR CASIN P.T. NAILER R DR E PIN AL MEMBERX211 F.T.
2X8:® I"X4' ORAI"X2" P.T. NAILER
SECURE TOXBLPOGK W 2 /I6 ❑ DOOR OR
.T. NAILER SEC® TO BLOCK W/2- 6" 1 SECURE TO BLOCK W/2- 6 SECURE TO BLOCK W/I-I/4" P.T. X 4' MIN,
TAPCON5 OR DRIVE PIN 7APCONS OR DRIVE PIN (MIN. SHANK SIZE .145 W/(2)12d WITHIN 8 OF EACH TAPCONS OR DRIVE PIN DOOR CASING
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 ENL7 4 C" TO 8" O.G. MAX (MIN. SHANK SIZE .145
MIN. HEAD SIZE 300 POOR JAMB OR WINDOW MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") DOOR CA51NG MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4") 4LATTACH TO 2X f ER MIN_ EMBEDMENT 1 Y4"J 4-477ACH TO 2X PER WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4")
WITHIN 8" OF EACH END-4/
ND 4 MANUFACTURER'S DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURER'S DETAILS, 18" O.C. MAX SPACING. ATTACH TO 2X PER WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW
ATTACH 7U 2X PER
18" O.G. MAX SPACING. MANUFACTURER'S DETAILS. MANUFACTURER'S DETAILS.
18" O.C. MAX SPACING. 18" O.C. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUM$ JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4." DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3 4
SCALE:
TOBLOCK
+1-1/2' � WINDOW TO BLOCK +2 1/4 WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3 4"
1J SCALE: 3/8"=1 - SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0"
COntr"tor COPY
Or Design
Group Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
]RIVEIRHEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT#
03303.030
MODEL:
THE COVENT]RY
6810
"PLAN I"
GARAGE SWING:
RIGHT
PAGE:
DOOM,
WINDOW
ATTACHMENTS
DE�TAI]LS
ARCHITECT:
STATE OF FLORIDA
MAR 3 3 2015
JAMAERS
ricuv 1/ DATE: 03 2A 15
SCALE: AS NOTED
SHEET NO:
Di
CONT. METAL—
TRACKS, TOP 4
BOTTOM
-FA6 TRUSS
F.'WW0:ERiW4K3&l
O
SECURE 2x& MIN, TO BLK U/
(4) 1/4" x 3" TAPCONS
2x4 ON FLAT TO BLI
(SEE STRUCT. DWG6
FOR ATTACHMENT)
— SIDES:
2X6 GARAGE DOOR BUCK
(SEE STRUCT. DUGS. FOR
0 ATTACHMENT)
GARAGE DOOR
BUCK ATTACHMENT
SCALE: 1/2" =1' -0"
1
0
7
131
rol
BOLLARD
SCALE: 3/4"=1'-0"
BRG. HGT.
SEE FLOOR
PLAN
1/2' CLG.
1/2" DRYWALL
METAL STUDS 24" —
O.C. W/ FULL LENGTH
LAYER OF 1/2"
TYPE GYPSUM
WALLBOARD
ATTACHED TO EACH
51DE a 12" O.C.
CONC.5LAB
p' d
TYP.INT.WALL METAL STUDS
(NON-BRG.)
2 SCALE: 3/4"=I'-O"
METAL STUDS
ALUMINUM FRAME SECURE
1/2" DRYWALL•
SEE WINDOU SCHEDULE
FRAME TO BILL WITH SILICONE
FOR WINDOW TYPE
P.T. WOOD BLOCKING
3" DIA. PIPE
SOLID SURFACING MATERIAL
FORMED AND POURED
'---------------------- --
..
SET IN FULL BED OF
CONCRETE 61LL (SEE
BASE BOARD
CONSTRUCTION ADHESIVE
STRUCT. DL05. FOR REINF.)
X
�—CONCRETE COVERED FOAM
ca
DRYER VENT
I
SEALANT •�
WHEN OCCURS
BOX
.
PERIMETER (TYP.)
z
FORMED AND POURED
FINIS FLOOR>
CONCRETE SILL (SEE
1/2 IN. GYPSUM WALLBOARD
STRUCT. DU65. FOR DETAIL.)
CONG. SLAB
5/5' THICK, 3 COAT CEMENT
La
PLASTER APPLIED
Ix2 P.T. FURRING 5TRIP5
DIRECTLY TO MASONRY
16" O,C.
5" CMU (SEE STRUCT DWGS.
,j-.+,. ••
t:d' .^•
a4-� •.:,,� .;:
.ti{.:i;.:::�.;�yi.>s•••:�'F;r;e°:'•s...;..
_
FOR REINFJ
er
za
�
O a
4 n C
SECTION
ELEVATION
S.H. WINDOW SILL
4 AT EXT. WALL �F�DRYER VENT BOX TYPICAL DET
SCALE: 3"=1'-0"
3" DIAM. STEEL PIPE
(SEE STRUCT. DWGS.)
L PLATE
. DLGS.)
COntract01" Cop
Design
Group inc.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
RIVER]BEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
„]PLAN 1„
GARAGE SWING:
RIGHT
PAGE:
misc.
DETAILS
ARCHITECT:
STATE OF FLORIDA
MAR 3, -1- 2015_
JAMAERS
PRINT/ 03 24 15
DATE: J
SCALE: AS NOTED
SHEET NO:
A R C H IT E C T S
CEMENTITiOUS TILE OVER 030 FELT TO
CONFORM UU/ 45TI I D 226, TYPE "I OR
CEI"1ENTITi0U5 TILE OVER "30
ASTM D 4509, TYPE "1 STANDARDS
FELT TO CONFORM W/ ASTM D 226,
OR
TYPE 01 OR ASTM D 486g, TYPE "1
NON-STRUCTURAL METAL ROOFING
ROOF SHEATHING (SEE
STANDARDS
ROOF SHEATHING ( SEE
OVER 030 FELT TO CONFORM U/ ASTM
STRUGT. DUGS. FOR PL1'UOOD
ROOF SHEATHING l SEE
OR
ROOF SHEATHING (SEE
STRUGT. DWGS. FOR PLYWOOD
D 22&, TYPE "2
SHEATHING, NAILING SPACING
STRUGT. DWGS. FOR PLYWOOD
NON-STRUCTURAL METAL ROOFING
STRUGT. DUGS. FOR PLYWOOD
SHEATHING, NAIL SPACING AND
OUTRIGGERS TO BE TWICE THE
AND TYPE).
5HE47HING, NAIL SPACING AND
OVER 1130 FELT TO CONFORM W/
SHEATHING, NAILING SPACING
TYPE-).
DISTANCE OF OVERHANG (SEE
TYPE).
ASTM 1D 226, TYPE "2
AND TYPE).
Ix2 P.T.
STRUGT. DWGS. FOR SIZE 4
EMBED. SCRAP (SEE STRUGT
SEE ENERGY CODE FORMS FOR
PRE -PRIMED FASCIA
ATTACHMENT)
FOR TYPE, SIZE, " OF NAILS 4
IX2 FIRE -STOP
INSULATION R-VALUES.
(SEE STRUGT. FOR SIZE
Ix2 P.T,
DETAILS).
MATERIAL AND
PRE-ENG WD. TRUSS 24" O.G. MAX.
I/2" LIGHT WEIGHT
RIGIp DRYWALL.
EMBED. STRAP (SEE STRUGT
ATTACHMENT)
SEE
SEE
PRE -PRIMED FASCIA
(SEE STRUGT. FOR SIZE,
CLAY BIRD570P CEMENT
FOR TYPE, SIZE, " OF NAILS 4
STRUC.
PRE-ENG WD. TRUSS 24" O.G.
STRUC.
MATERIAL AND ATTACHMENT)
MORTAR 70 COMPLETELY SEAL EAVE AT BARREL
O'-8" BRG HGT
CCO SOFFIT NOT
1/2'1'
MAX. 0'-8" BRG. HGT.
`.
STUCCO SOFFIT NOT LESS THAN
TILE ONLY
PREAENG UD. TRUSS 24" O.C. MAX.
TOTAL T HICK 55 OVER FELT
OL
1/2' TOTAL THICKNESS OVER FELT
GALv, METAL DRIP EDGE
BOND BEAM (SEE STRUGT.
DWGS FOR SIZE AND REINFJ
CLAY BIRD570P CEMENT MORTAR
MTL. LATH. LAPPED NOT LESS
THAN 1" 4 FAST U/ 3/8' HEAD
SEE ENERGY CODE FORMS FOR
MTL. LATH. LAPPED N07 LESS
Ix2 P.7_
TO COMPLETELY SEAL EAVE AT
GALv. NAILS (2 PER SF MIN.)
INSULATION R-VALUES.
THAN 1" 4 FAST W/ 3/8" HEAD
GALV. NAILS l2 PER SF MIND
BARREL TILE ONLY
PROVIDE CONT. 3' WIDE
PRE -PRIMED FASCIA
SEE
8'-0" WDW Hp. HGT.
I
SEE STRUC.
GALv. METAL DRIP EDGE
SCREENED VENTS W/ WIRE MESH
8'-0" WDW HD HGT.
PROVIDE CONT. 4
SCREENED VEN7S WIDE
U/ WIRE MESH
(SEE STRUGT. FOR SIZE,
STRUC.
Ix2 P.T.
CORROSION RESISTANT 1/5" MAX
CORROSION RESISTANT Ila" MAX
MATERIAL AND ATTACHMENT)
PRECAST LINTEL (SEE
OPNG. THROUGHOUT ALL
1/2" LIGHT WEIGHT RIGID DRYWALL.
OPNG. THROUGHOUT ALL
STRUGT. DWGS. FOR SIZE
PRE -PRIMED FASCIA
ELEVATIONS. AS PER FBG R506.
ELEVATIONS. AS PER FBC RaO&.
STUCCO SOFFIT NOT LESS THAN 1/2"
I
I
AND REINFJ
(SEE STRUGT. FOR SIZE,
(SEE ROOF PLAN FOR
VENTILATION REQ. 4 GALGSJ
I
�
I
IX2 FIRE -STOP
lSEE ROOF PLAN FOR
TOTAL THICKNESS OVER FELT M7L.
R-4,1 BAT7. INSUL.
MATERIAL AND ATTACHMENT)
VENTILATION REQ. 4 CALCSJ
LATH. LAPPED N07 LE55 THAN 1" 4
BOND BEAM (SEE STRUGT.
R-4.1 BAIT, INSUL,
FAST Uf 3/S" HEAD GALv, NAILS C2
PER
I
II
WINDOW ATTACHMENT
DWGS FOR SIZE AND REINF.1
II
UINDOW ATTACHMENT AS PER
2x4 NAILER
SF MIN.) PROVIDE CONT. 3" UIDE
AS PER
MANUFACTURER'S
STUCCO SOFFIT NOT LE55 THAN 1/21'
I
MANUFACTURER'S
SCREENED VENTS LU/ WIRE MESH
OPNS
SPEF IRFE
TOTAL THICKNESS OVER FELT M7L.
2x4 NAILER
SPECIFICATIONS
CORROSION RESISTANT 1/8" MAX
ST
LE55 THAN 1" 4
(SEE
E7NUGT.
FORMEDANDLPOURErSTRUCT.
S
THROUGHOUT ALL ELEVATIONS. AS
FE
PER
•'
FAST W 3PBEHDEADTGALv. NAILS l2 PER
DRGS FOR SIZELAND
a
5f8" THICK, 3 COAT CEMENT
FBC R800. (SEE ROOF PLAN FOR
8 CMU (SEE STRUGT DWGS.
SF MIN.) PROVIDE CONT. 3 WIDE
DWGS. FOR REINFJ
PLASTER APPLIED DIRECTLY
VENTILATION REQ. 4 CALGS.)
FOR VERY. AND HORIZ. REINFJ
SCREENED VENTS Wf WIRE MESH
5/8" THICK,70
3 GOAT CEMENT
MASONRY OR STONE VENEER
Ix2 P.T. FURRING
CORROSION RESISTANT 1/8" MAX OPNG,
PLASTER APPLIED DIRECTLY
Ix2 P.T. FURRING
ATTACHED PER MANUF. RECOMMEND.
STRIPS w 24" O.G.
THROUGHOUT ALL ELEVATIONS. AS PER
TO MASONRY OR STONE VENEER
STRIPS a 24" O.G.
all CMU (SEE STRUGT DWGS.
FORMED AND POURED
FBC R806. (SEE ROOF PLAN FOR
ATTACHED PER MANUF. RECOMMEND.
WL.
FOR VERT. AND HORIZ. REINF.)
CONCRETE SILL (SEE STRUGT.
N
1/2" GYP. WL. BD..
Q
VENTILATION REQ. 4 CALC5.)
/2" GYP_ BD.
N u
DWGS. FOR REINFJ
0 U
WOOD BASE
%%
7
S' GMU (SEE STRUGT DWGS,
ui -
p
UOOD BASE
N z Q
5/5" THICK, 3 COAT CEMENT
z _
-�
i
_ uA 0
5/5" THICK, 3 COAT CEMENT
FOR VER7. AND HORIZ. REINF.J
�
PLASTER APPLIED DIRECTLY
E
0'-0" FIN. FLR.
W "O
PLASTER APPLIED DIRECTLY
0'-0" FIN. FLR.
70 MASONRY OR 570NE VENEER
co O
° o
TO MASONRY OR STONE VENEER
STUCCO STOP
O
°
ATTACHED PER MANUF. RECOMMEND.
° o
ATTACHED PER MANUF. RECOMMEND.
°
STUCCO S70P
STUCCO STOP
a a
° P
STUCCO S70P
GRADE
a a
°
o
o
GRADE
GRADE
GRADE
a
a
MONOLITHIC GONG. FOOTING
o
a
a
(SEE STRUGT. PLANS FOR
a
n
-
°
SIZE AND REINFJ
d
p
1—STORY
BLOCK WALL SECTION
SCALE: 3/4" =1'-m"
I —STORY GABLE
BLOCK WALL SECTION
SCALE: 3/4" = I'-m"
Contractor Copy
Design
Group inc.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
Ilk
RIVERHEND
]LOT 30
170 MPH EXPOSURE "C"
PROJECT#
03303.030
MODEL:
THE COVENTRY
6310
"PLAN t"
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
DATEdI 03/24/15
SCAiE: AS NOTED �
SHEET NO:
H I T E C T S
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
OUIWITH GROUNE
125v OUTLET
FAULTULT INTERUPIERPTER
/ 20 AMP
(TAMPER RESISTANT
TYPE)
OAULT WITH
IIOv OUTLET
I -TER
FAULT INTERUPTER
(TAMPER RESISTANT
TYPE)
IIOv OUTLET
OUIPED WITH GROUN
1/2 OF OUTLET
FAULT INTERUPTER
WIRED TO SWITCH
(TAMPER RESISTANT
TYPE)
QUIPED WITH GROUN
Ilmv OUTLET
FAULT INTERUPTER
(TAMPER RESISTANT
GFI
TYPE)
yI IµI
(
20V OUTLET
4 WIRE CONNECTION
111
GF
EXTERIOR
WATERPROOF
GROUND FAULT
INTERRUPTER
OUTLET
SWITCH
SWITCH
3-WAY OPER.
SWITCH
4-WAY Of -ER.
(^'�4
WALL MOUNTED LIGHT
�Q
CEILING LIGHT
\
VAPOR PROOF LIGHT
/VP
\Oi
RECESSED CAN
I CFM PER
VENT. FAN
50. FT.
PI)
VENT. FAN W/LIGHT
I CFM PER
50. FT.
2' LIGHT STRIP
4' LIGHT STRIP
O
O O O O O O O O
2' RECESSED
2-5UL5 WRAP
FLUORESCENT LIGHT
AROUND
0
PANEL
millim
METER
BATL BACK-UP
SMOKE DETECTOR
W/ HARDWIRE
INTERCONNECTED
GATT. BACK-UP W/
CARBON MONOXIDE/
HARDWIRE INTER -
CONNECTED SHALL
S/GO
SMOKE DETECTOR COMBO
BE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
.
TELEPHONE JACK
WATER HEAT.
WH
DISCONNECT
A/C
AIR COND. DISCONNECT
TV.
TELEVISION JACK
o5' AFF.
CEILING BOX REO. TO
,J
J-BOX
BE SUPPORTED IN
ACCORDANCE W/ BO
MARKED AS SUCH
FOR INSPECTION
CEILING BOX REO.TO
BE SUPPORTED IN
CEILING FAN/LIGHT
4CCORDANCr W/ BOX
MARKED AS SUCH
FOR INSPECTION
OPTIONAL SECURITY
KP
KEYPAD
4PB
PUSH- BUTTON
FOR CHIMES
EXTERIOR WALL
IRRIGATION TIMER AND
MOUNTED WEATHER
RR
CONTROL BOX
PROOF LOW
VOLTAGE BOX
EXTERIOR WALL
CABLE !Tv
MOUNTED WEATHER
❑
Box
LOU
VOLTAGE x
EXTERIOR WALL
PHONE /DATA
MOUNTED WEATHER
P/D
BOX
PROOF LOW
VOLTAGE BOX
CHIME, VERIFY MOUNTED
GRIME
HEIGHT IN FIELD
jj
FLOOD
LIGHT
PENDANT
LIGHT
F \
FAN BOX W/ 3-WIRE
----
UNDER/OVER
CABINET LIGHTING
SURROUND
Sr0
SOUND
LOCATION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED > HOMEOWNER
PRE -CONSTRUCTION MEETING.
• 2O AMP DEDICATED LAUNDRY CIRCUIT / REF.
GFI e ISLAND (NOT ON KITCHEN CIRCUIT)
' DISHWASHER DISCONNECT TO BE
LOCKOUT IN PANEL
' BATHROOM EXAU5T FAN TO HAVE MIN.
2010RE51DEENNTIAL CODE TABLE M1501BC
* LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PER50NNEL ON FEEDERS
, SINGLE STATION SMOKE DETECTORS TO
HAVE BATTERY BACK-UP AND TO BE
CONNECTED AT HEAD OF ANY SWITCH
INTER CONNECT ALL SMOKE DETECTORS
50 OPERATION OF ANY OF THEM SHALL
CAUSE THE ALARM SOUNDING DEVICES
ALL SMOKE DETECTORS WITHIN THE
DWELLING UNIT TO SOUND
• SINGLE STATION SMOKE DETECTORS
SHALL BE INSTALLED MIN. 3' FROM ANY
A/C REGISTER, BATHROOM OR KITCHEN
DOORS, CONTRACTOR TO VERIFY IN FIELD
SMOKE DETECTOR SHALL 8E PROVIDED
IN EACH BEDROOM AND HALLWAY. IT
SHALL BE HARDWIRED , AND HAVE
BATTERY BACKUPS.
• CARBON MONOXIDE / SMOKE DETECTOR
COMBO SHALL BE INSTALLED WITHIN 10'
OF BEDROOMS.
* ALL OUTSIDE DEVICES 4 COVER5 NEED TO
BE WEATHER RESISTANT PER NEC 200a
' ALL 15A 4 204 RECEPTACLES SHALL BE
TAM RESISTANT PER NEC 2008
(3) * 1/0 THHN/THWN COPPER CONDUCTORS,
(1) a (o THHN/THWN COPPER GROUND
IN 2"CONDUI7.
il.. rgI IklII
PANEL "A" NEMA 3R COMBO
150 MAIN DISCONNECT
PANEL "B" AND
M METER CAN
GABLE / TV
POWER COMPANY 300 WEATHER
AMP. PROOF BOX —
TfRANSFORMER
PHONE / DATA
WEATHER
m PROOF BOX
MOTION
SENSOR
PANEL "A" PANEL "B"
150 AMP 150 AMP
20/240 VOLT 20/240 VOLT
42 CIRCUITS 42 CIRCUITS
I" ILO MLO
SERVICE BY OTHERS LINTERSYSTEM BONDING
TERMINAL AT LOW VOLTAGE
(3) * 2/0 THWN GRADE LINE CONNECTIONS
IN 2"CONDUIT. PROVIDE *4 THHN/THWN COPPER
CONNECTED TO CONCRETE
ENCASED FOOTER STEEL AND
TO COLD WATER PIPE PER
NEC 2005 250.
NOTE: IF PVC IS USED THERE IS
NO BOND/GROUND TO COLD WATER
PIPE.
5/8'DIA X 8FT LONG
GALV. GROUND ROD APPLIANCE
FEE L E C7fR GAL I,5ER STOR.
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL COPES, AND THE LOCAL POWER CO.
LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP
NEC CODE #D2
HOUSE PLAN: 6810 IMODEL
3196 SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 9588
2
20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
3,000
1
LAUNDRY CIRCUITAT
1,500
1
RANGE AT NAMEPLATE RATING OR COOKTOP/OVEN
12,000
1
WATER HEATER
4,500
1
DISHWASHER
11200
1
CLOTHES DRYER
5,0001
1
DISPOSAL
500'�
1
MICROWAVE
1,500
1
REF.
1,200'
SUBTOTAL OF GENERAL LOAD
39988
FIRST 10 KVA OF GENERAL LOAD AT 100%
10,000
REMAINDER OF GENERAL LOAD AT 409/a
29988
VA, X
0.4
11995.2
TOTAL NET GENERAL LOAD
4 TON HEAT PUMP #128 AMP X 240 VA
21,995
6720
2.5 TON HEAT PUMP #2 21 AMP X 240 V A
5040
10 KW ELECTRIC HEATAT 65%
6500
11
5 KW ELECTRIC HEATAT65%
3250
NET GENERAL LOAD
21,995
NETTOTALHEAT
21510
TOTAL LOAD
43,505
FUTURE GROWTH
10 %
4350.52
CALCULATED LOAD FOR SERVICE
47,856 VA/ 240 V=
200 AMP SERVICE REQUIRED
199 AMP
NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210
12 REQUIREMENTS.
NEUTRAL CAL ULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS:
3000 VA @ 100%, REMAINDER @ 35%
NET LOAD
RANGE: 12,000 @ 70%
DRYER: 5,000 @ 70%
TOTAL
NEUTRAL AMPACITY: 18,489/240 = 78 A
#2AL MINIMUM NEUTRALCON DUCTOR.
14,283 VA
6,949 VA
8,400 VA
3,500 VA
18,849 VA
300 AMP SERVICE PROVIDED
NOTE:
ALL BRANCH CIRCUITS IN ALL HABITABLE
ROOMS ARE TO BE PROTECTED BY AN
ARC -FAULT INTERRUPTER LISTED TO PROVIDE
PROTECTION OF ENTIRE BRANCH CIRCUIT
PAN/
I
I
\
\
HGT. AS
PER f" IANUF
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— — / OPENER FOR LIGHTS FOR GOLF
- \ - 4 SWITCHED CART
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GFI \ ��Y ��\ C IMES WP INSIDE HO1'JE
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44"A.F.F.
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GARAGE
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I COACH COACH
/ LIGHT LIGHT
I � -
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I /
IIELEC"T IRluAJl, PLAN
ELEVATION A
SPANISH
/
COACH
LIGHT
PROVIDED ELECTRIC SMOKE
DETECTORS WITH E3ATTERY
BACK - UP IN ALL SLEEPING
AREAS AND STAIR LANDING
WIRED SO THAT THE ACTIVATION
OF ANY DETECTOR WILL ACTIVATE ALL.
A CARBON MONOXIDE ALARM SHALL
BE INSTALLED IN ACCORDANCE
WITH F.A.C, RULE 98-3.0472 WITHIN
TEN FEET OF EACH ROOM USED FOR
SLEEPING PURPOSES
MOTION
SENSOR
MOUNT J-BOX ON
U1ALL SAME
HEIGHT AS WALL
LIGHTS OVER
SINKS
WP
GF I
METER
FIELD
VERIFY
LOG.
HB
Contractor
4Design
Groupinc.
1441 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
II
III
II
II■I
RIV]ERR]END
LOT 30
170 MPH EXPOSURE "C"
PROJECT#
03303.030
MODEL:
THE COVENTRY
6610
"PLAN I"
GARAGE SWING:
RIGHT
PAGE: T
ELECT'R,ICAL
FLOOR
PLAN
ARCHITECT:
[STATE OF FLORIDA
JA
PRINT,i 03/24 15
DATE:/
1 SCALE: _<1S NOTED �
SHEET NO:
A R C H I T E C T S
GATE VALVE
(TYPJ
NEAT TRAP
ROUTE PIPINS TO
DRAIN ON GRADE
SLEEVE AND SEAL DRAIN PIPINCa
THRU WALL. PROVIDE MESH
SCREEN ON OUTLET OF PIPE.
HAN0 0 I0` 000 _� IN
N.T.S.
PLUMBING LEGEND
VACUUM RELIEF VALVE
EXPANSION TANK
TEMP E PRESS. RELIEF
VALVE- A.S.M.E. ROUTE
PIPINCz FULL SIZE TO
DRAIN PAN.
DISCHARSE SHALL BE
INSTALLED IN A MANNER
THAT DOES NOT CAUSE
PERSONAL INJURY TO
OCCUPANTS IN THE
MMEDIATE AREA OR
STRUCTURAL DAI IAGE
TO THE BUILDING.
TEMP. CONTROL VALVE
WASTE
A/C LINES FROM UNIT TO CONDENSER WILL BE RUN OVERHEAD
DRAIN �E PLAN
2" vEN
21, WAS
STACK
2" vEl�
2" WA°
5TACk
2" vE
2" WA
STAC
Contractor
f Design
Group Inc.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
HIV]HH,HEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT#
03303.030
MODEL:'
THE COVENTRY
6810
"]PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
PLUMBING
PLAN
ARCHITECT:
STATE OF FLORIDA
JAMAERS
r rc 1-4 tf 0 `.3 2 4 15
DATE,!
1 SCALE: AS NOTED 1
SHEET NO:
Pi
i
CONDENSIWG UNIT SCHEDULE
SELECTION BASE ON
COMPRESSOR DATA
FAN MOTOR
EFFICIENCY
ELECTRICAL DATA
DESIGNATION
NOM TONS
MODEL NUMBER
REA
LRA
H.P.
AMPS
SEER
COP
VOLT PHASE
MCA
MOCP
WT(LBS)
DIMENSION (H X W X L)
HP-1
4.0
CH14NA04BOOG
21.8
117.0
1/4
1.40
14.0
NIA
23011
28.7
SO
221
31 3/16 X 313116 X 31 13/16
HP-2
1.5
CH14NAGIBOOG
9.0
48.0
1/12
0.50
14.0
NIA
230/1
11.8
20
134
23 1/8 X 23 1/8 X 35 3116
AIR HANDLING UNIT SCHEDULE
SELECTION BASE ON
FAN DATA
FAN MOTOR
CAPACITIES (MBH)
STRIP HEATER (AUX)
ELECTRICAL DATA
DESIGNATION
NON TONS
MODEL NUMBER
HEATER
CFM
SUPPLY
CFM OA
EXT SIPIN
WG
H.P.
AMPS
COOLING
TOTAL
COOLING
SENS.
COOLING
LAT.
HEATING
TOTAL
HEATING
HSPF
HEATING
TOTAL
K.W.
STEPS
VOLT
PHASE
HTR AMPS
MCA
MOCP
WT. (LBS)
DIMENSION(H X W X D)
AHU-1
4.0
FS4CNP060
BKW
1600
-----
0.3
3/4
6.0
44.5
34.125
10.375
45.0
8.2
25.9
7.8
1
230/1
32.0
48.5
50
157
49 6/8 X 21 1/8 X 22 1/16
AHU-2
1.5
FB4CNP018
5KW
600
-----
0.3
113
2.8
17.8
13.35
4.45
17.6
8.2
16.4
4.8
1
230/1
20.0
28.5
30
112
42 1/16 X 14 5/16 X 22 1116
BATH
Liq
INE
ATE
2"
,LL
APPLIAT
STORA(
CI
TI
re
AC # 1:
PLENUM: 19"X12" S/A
SUCTION LINE: 7/8" COPPER W/1/2" CLOSED CELL INSULATION
LIQUID LINE: 3/8" COPPER
CONDENSATE: 3/4" PVC SCHEDULE 40
AC#2:
PLENUM: 13"X12" S/A
SUCTION LINE: 3/4" COPPER W/1/2" CLOSED CELL INSULATION
LIQUID LINE: 3/8" COPPER
CONDENSATE: 3/4" PVC SCHEDULE 40
/ L
CEILING
STRUCTURE
REF.
LINES
LINE TRAP
NOTES:
1. POWER AND CONTROL WIRING BY E.C.
2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A.
3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA.
4. ALL REGISTERS MIN. 8" OFF WALL.
5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL.
6. ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL
AND BETWEEN EACH OTHER.
7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED
WITH 1/2" THICK ARMA FLEX
8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE
9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE..
FLEX DUCT LOCATION SHOWN IN PLAN /S
SCHEMATIC AND TO BE ADJUSTED AT JOB
SITE TO ACCOMMODATE FIELD CONDITIONS.
DUCT WORK DESIGNED
AS PER ACCA MANUAL D.
' Digitally signed by Dennis Duff
Dennis
e n n I � DN:i Dennis Duff,
o=Engngineered Air LLC,
:ou=License CAC045860,
email=Dennisd@engineeredair
Duff 'Datellc.co:
Date: 2015:03.26 15:55:00
-04'00'
BROAN #688
EF-1
@ 50 CFM
W/4" O V.T.O.
EF-2
BROAN84
0 CFM
W/4" O V.T.O.
4"MIN,
NJ
4"MIN.
PROVIDE 4" MIN KIfJM CLEARANCE
ON ALL SIDES OF AHU
CLOSET INT DIM TO BE 12" WIDER
THAN AHU
AS PER MI305.1.1
SUPPLY
AIR DUCT
WATER SENSOR SWITCH ATTACHED
AHU TO SECONDARY DRAIN OF AHU.
SENSOR SWITCH IS WIRED INTO
SYSTEM CIRCUIT TO SHUT SYSTEM
OFF IF ALERTED BY SENSOR, THAT
WATER LEVELS ARE HIGH.
RETURN AIR
ALUMINUM
METAL STAND
T- SWITCH WATER
SENSOR DETAIL
"THE DESIGN PLANS AND SPECIFICATIONS INDICATED1
OR REPRESENTED BY THIS DRAWING ARE OWNED BY,
AND ARE THE SOLE PROPERTY OF ENGINEERED AIR,
LLC. AND WERE CREATED, EVOLVED AND
DEVELOPED FOR USE ON, AND IN CONNECTION WITH
THE SPECIFIED PROJECT. NONE OF SUCH IDEAS,
DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE
USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR
CORPORATION FOR ANY PURPOSE WHATSOEVER
WITHOUT THE WRITTEN PERMISSION OF ENGINEERED
AIR LLC.
DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT
CAN CHANGE DUE TO FIELD CONDITIONS. J
PLAN HISTORY
PLAN STARTED 02.17.15
REVISED: EX FAN 03.23.15
fo
w
w
w
Z
�
DRAWING INFO
ENGINEERED AIR LLC.
AIR CONDITIONING
CONTRACTOR:
2520 N. ANDREHWSAVENUE
POMPANO BEACH, FLORIDA 3306
PHONE. (954) 974-7277
FAX: (954) 973-1883
DENNIS A. DUFF
FLORIDA LICENSE # EAC045860
STANDARD PACIFIC
KtvERTWNU-
COVENTRY MODEL
6810
DRAWING SCALE:
LOT NUMBER:
1/4"=1'-0"
30
DRAWING COMPLETED BY:
JOSE V.
DRAWING CHECKED BY:
CHRIS W.
DRAWING NUMBER:
PAGE DESIGNATE
209820
1 M I
A R C H I T E C T 8
GENERAL NOTES
1. IT IS THE SUB CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE
AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS
DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF
WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY.
2. DESIGN LIVE LOADS
ROOF 20 PSF
ELEVATED FLOORS 40 PSF
BALCONY 60 PSF
3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2010
a) BASIC WIND SPEED = 110 MPH
b) BUILDING CATAGORY II
c) EXPOSURE "C"
d)INTERNAL PRESSURE COEFFICIENT ±0.18 FULLY ENCLOSED STRUCTURE
COMPONENTS AND CLADDING (ASD). +4038, -52.11 PSF FOR DESIGN WIND PRESSURES.
FOUNDATIONS
I. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
2500 PSF. WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL
ENGINEER PRIOR TO THE START OF WORK
2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS
OF SOILS REPORT.
CAST -IN -PLACE CONCRETE
I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF Z500 P51 AT
28 DAYS, HAVE A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 24% AIR
ENTRAINMENT.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONFORMING TO ASTM A-615 GRADE 60.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE
LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 8" LAP. THE FIBER MESH REINF. CONC. IS ACCEPTABLE ALTERNATIVE.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-08.
5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315.
6. SUB CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR
BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE
15 PLACED.
1. 51.115 CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC.,
NECESSARY TO SUPPORT REINFORCING STEEL.
8, ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED
CONSTRUCTION JOINTS.
9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT:
3"--------- CONCRETE CAST AGAINST AND PERMANENTLY EXP05ED TO EARTH.
1-1/2"-------ALL OTHER CASES.
10. HORIZONTAL SLAB BARS SHALL BE BENT 1'-6" AROUND CORNERS, OR
PROVIDE COMER BARS WITH A 2'-0" LAP ON EACH LEG.
II. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 25 INCHES.
WOOD CONSTRUCTION
I. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN SPECIFICATION
FOR WOOD CONSTRUCTION LATEST EDITION.
2. ALL BEARING WALL STUDS WOOD FRAMING SHALL BE NO2 SOUTHERN YELLOW PINE.
ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED AT 24"
O.C. (ALT. 25 GAGE METAL MAY BE USE IN LIEU OF WOOD).
5. WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL
STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT OPENING UP TO 3'-011
.
FROM OPENING Y-0" TO 5'4" PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS
BEARINGS, ONE STUD FULL HEIGHT OF WALL). FROM OPENING 5'4" TO 1'46" PROVIDE
FOUR WALL STUDS (TWO STUDS BEARINGS, TWO STUD FULL HEIGHT OF WALL). NAIL STUDS
TOGETHER WITH 12d NAILS 6 12" O.C. EACH PLY. THE REQUIREMENT DOES NOT APPLY
TO INTERIOR NON -LOAD BEARING WALLS. LINTELS SHALL BE NO2 SOUTHERN YELLOW PINE.
6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE
PRESSURE TREATED OR WRAPPED W/ 300 ROOFING FELT.
1. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE C-D PLYWOOD (48/24 RATING) OR
EQUIVALENT WEYERHAEUSER EDGE GOLD PANEL, GLUED AND NAILED WITH 10d RING SHANK
NAILS OR SCREWS AT 6" O.C. AT SUPPORTED EDGES, AND IOd NAILS AT 10" O.G. AT
INTERMEDIATE SUPPORTS. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS
WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS.
8. ROOF SHEATHING SHALL BE 5/8" C-D PLYWOOD (24/16 RATING), NAILED
PER ROOF SHEATHING FASTENING SCHEDULE. PROVIDE ONE PLYWOOD CLIP PER SPAN
BETWEEN SHEET EDGES. PROVIDE SOLID 2x4 BLOCKING BETWEEN SUPPORTS AT
ALL HORIZONTAL PANEL JOINTS, ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE.
PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH FACE GRAIN
PERPENDICULAR TO THE SUPPORTS.
9. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED
GRADING AGENCY.
10. NAILING SCHEDULE:
CONNECTION COMMON NAIL NUMBER OR SPACING
SOLE PLATE TO TRUSS OR BLOCKING
16d
8" O.C.
STUD TO SOLE PLATE, TOE NAIL
ad
4
DOUBLE STUDS, FACE NAIL
Ibd
12" O.C.
DOUBLE TOP PLATES, FACE NAIL
16d
12" O.C.
TOP PLATES LAPS AND INTERSECTIONS
16d
3
TRUSSES, LAPS OVER WALLS, FACE NAIL
16d
4
BUILT-UP CORNER STUDS
16d
12" O.C.
STUDS TO SOLE PLATE, END NAIL
16d
2
PREFABRICATED WOOD TRUSSES
I. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO
THEIR SUPPORTING WALLS OR BEAMS AS SHOWN IN THE TYPICAL WALL ELEVATION
2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST
EDITION OF THE "NATIONAL DE51GN SPECIFICATION FOR STRESS -GRADE LUMBER AND
ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.
3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE
STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRUSSES ONLY) TO WITHSTAND
THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
4, TRU55 MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A
FLORIDA REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT AND ENGINEER DESIGN
NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE
THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S
LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED.
5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING
SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND ENGINEER
BEFORE FABRICATION HAS BEGUN.
6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRU55
MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO
WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES EXCEEDS II" PROVIDE
CONTINUOUS 2x4 LET IN.
1. DESIGN LOADS - DEAD LOADS:
ROOF TRUSSES 25 PSF
FLOOR TRUSSES 20 P5F
3. PLACE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATES AT THE TOP OF ALL
STUD BEARING WALLS. DOUBLE TOP PLATES CAN ONLY SPLICE AT A SUPPORT ONE AT
A TIME. 2x SOLE PLATES AT THE EDGES OF SLABS SHALL BE ATTACHED TO THE
SLAB WITH 1/2" READ HEAD (OR EQUIVALENT PRODUCT) ANCHOR BOLTS AT 32" O.G. W/ 5" EMBEDMENT.
AT INTERIOR STUD WALLS PROVIDE EITHER READ HEAD (OR EQUIVALENT PRODUCT)1516 SDC (WITH 2 1/8"
LG, 5/64" THICK WASHERS) POWDER DRIVEN FASTENERS AT 8" ON CENTER, OR 1/2" DIAMETER
READ HEAD (OR EQUIVALENT PRODUCT) ANCHOR BOLTS, WITH 5" EMBEDMENT, AT 32" ON CENTER
RED -HEAD FASTENERS OF EQUIVALENT SIZES MAY BE USED. ALL OTHER SUBSTITUTIONS
MUST BE APPROVED BY ADVANCED STRUCTURAL ENGINEERING PRIOR TO INSTALLATION.
4. STUDS SHALL BE DOUBLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS.
AT SHEAR WALLS.
CI IC ATI II\lI CACTI-C PrC ICC
ROOF SHEATHING LAYOUT
1 NTS.
BLOCKING AT 48" O.C.
FIRST 2 SPACES
EACH END.
MASONRY WALL CONSTRUCTION
I HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING
TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF IWO PSI (F'm = 1500
PSI).
2 MORTAR SHALL BE TYPE M OR 5, CONFORMING TO ASTM G210.
3 COURSE GROUT SHALL CONFORM TO ASTM C416 WITH A MAXIMUM AGGREGATE SIZE OF
3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
4 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED
WITH COARSE GROUT.
5 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND
AT A MAXIMUM SPACING OF 4'-0" REINFORCEMENT SHALL BE PLACED IN THE
CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL
GROUTING DETAIL 8/553 FOR ADDITIONAL INFORMATION.
6 REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR
DIAMETERS UNLESS NOTED OTHERWISE ON THE DRAWINGS.
1 HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WAL AT
16" O.C.
8 WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL
NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICALS. DOWELS SHALL BE
GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT 15 IN AN ADJACENT
CELL TO THE VERTICAL WALL REINFORCEMENT.
9 PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE
ON DRAWINGS. LINTI=LS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR
THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED
LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW.
10 SPECIAL INSPECTION OF UNIT MA50NRY 15 REQUIRED. TRUSS NOTES
II THIS DESIGN MEETS THE REQURRMENTS OF ACI 530 ASCE 1-10.
ROOF FIND RRE55URE ZONE
41
I _
2
L (2)-,
7 -- --�0
v y
�J
u
\�\ O J r
t J
I
I �\
I ;
I
� I .
I I
I
I J�
I I I
-I---
Tn I r�
NET UPLIFT LOAD ASCE 1-10
ZONE 1 = 292 PSF
ZONE 2 = 48,86 PSF
ZONE 3 = 803 PSF
a = 4 FEET
BASIC WIND SPEED 110 MPH
WIND EXPOSURE C. RISK CATEGORY II
INTERNAL PRESSURE COEFFICIENT= +/- 0.18
ROOF SHEATHING FASTENING SCHEDULE:
USE Sd RING -SHANK NAIL
PANEL EDGES
PANEL FIELD
QQ NAILS b" O.C.
(D NAILS b" O.C.
Q NAILS 4" O.C.
Q NAILS 6" O.C.
0 NAILS 4" O.C.
0 NAILS 6" O.C.
WINDOW & DOOR WIND PRESSURES
170 MPH WIND ZONE EXPOSURE C
BUILDING CATEGORY II
OPENING SIZE
ZONE 4 (INTERIOR)
ZONE 5 (EXTERIOR)$$
10 SQFT
+44.18 / -4855
+44.18 / -5198
20 SQFT
+42.11 / -4654
+42.11 / -5589
50 SQFT
+4021 / -4324
+4091 / -50.53
100 SQFT
+38.09 / -41B1
+38.09 / -4654
$$END ZONE IS DEFINED AS AN AREA WITHIN 5'
FROM THE EDGE OF THE BUILDING
STANDARD WINDOWS AND DOORS WILL GENERALLY
FALL INTO THE 10 TO 20 SQ. FT. CATEGORY.
STANDARD DOUBLE SLIDING GLA55 DOORS WILL
GENERALLY FALL INTO THE 20 TO 50 SQ. FT.
CATEGORY. STANDARD DOUBLE GARAGE DOORS
WILL GENERALLY FALL INTO THE 50 TO 100 SQ. FT,
CATEGORY. IN NO CASE SHALL THE DOOR OR WINDOW
DESIGN PRESSURE BE LESS THAN 22 PSF.
I. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF
ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TIRU55
BOTTOM CHORDS FOR WIND UPLIFT.
2.5EE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS,
OVERHANGS AND BEARING CONDITIONS.
3. THE CONNECTION OF TRUSS TO TRUSS SHALL BE PROVIDED BY
THE TRUSS MANUFACTUROR
4. VERIFY TRUSS CONFIGURATION WITH ARCH DRWG PRIOR TO
CONSTRUCTION.
FASTENER SUBSTITUTIONS:
ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING
FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS
SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS.
SCHEDULED FASTENER ALTERNATE FASTENER
Sd COMMON NAIL Sd RING SHANK NAIL
Sd SCREW SHANK NAIL
0.131 P-NAIL
10d COMMON NAIL IOd RING SHANK NAIL
IOd SCREW SHANK NAIL
0.148 P-NAIL
bd COOLER NAIL x 1 1/4" TYPE S OR W DRYWALL SCREW
WATERPROOFING FOR THIS BUILDING IS THE SOLE RESPONSIBILITY OF THE
BUILDER/CONTRACTOR
BUILDER/CONTRACTOR SHALL PROVIDE WATERPROOFING FOR THE BUILDING
IN ACCORDING WITH BUILDING CODE AND/OR MANUFACTURE SPECIFICATIONS.
DEADER/SEA" SCHEDULE
TYPE
1-IEADER/BE:AM
TYPE:
HEADER/BEAM
W-1
DOUBLE 2x8
H-2
(2) 2x10 FOR 411 WALL
(3) 2x10 FOR 611 WALL
(4) 2x10 FOR 8" WALL
H-3
DOUBLE 2x12
H-4
(2) 1 3/4" x Il 1/8" LVL
I. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER 15
SPECIFIED, PROVIDE H-3 AT WALLS SUPPORTING TRUSSES, AND H-1 AT
OTHER WALLS.
2, AT DOUBLE 2x HEADERBEAMS PROVIDE A 3/8" PLYWOOD (OR OS.B)
SPACER BETWEEN MEMBERS.
3. NAIL ALL MULTI -MEMBER FEADERS AND BEAMS TOGETHER WITH
16d NAILS AT 12" O.C. TOP AND BOTTOM, EACH SIDE, STAGGERED.
Contr$,,tor copy
ASE ENGINEERING SERVICES, INC.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 - 407-677-5565 Fox 407-730-2999
Certificate of Authorization No. 25873
Design
Grou inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
0
F
a
w
4
4
F
q
RIVERBEND
LOT 30
170 MPH EXPOSURE 'C'
PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
GENERAL
NOTES
ENGINEER
STATE OF FLORIDA
ZUWX_02
DATE: 0
SCALE: AJ N�
SHEET NO:
51.01
A R C H I T E C T S
SAFE LOAD TABLES
8" PRECAST & PRESTRESSED U—LINTELS
Cr
UPLIFT
LATERAL
LENGTH TYPE
8F8-1
8F12-1
8F16-1
8F20-1
8F24-1
BF28-1
8F32-1
8U8
SFS
8F8-2
8F12-2
8F16-2
8F20-2
8F24-2
8F28-2
8F32-2
2'-10(34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3'-6"(42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
2215
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
1 1762
2507
3257
4010
4767
5525
727
727
1660
1 1705
2435
3171
3913
4658
5406
5'-4"(64") PRECAST
1393*
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5'-10(70") PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
1 3010
3583
1 4157
6'-6"(78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
7'-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (11 2")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
11'-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
486
818
1209
1514
1799
2086
13'-4(160") PRECAST
500*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'—O(168") PRECAST
458*
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-8K176")PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1491
1742
15'-4(184")PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-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
940
1160
21'-4'(256")PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
993
22'-O'(264")PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0'(288")PRESTRESSED
127
165
244
1 312
380
447
515
N.R.
135
124
186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
SAFE LOAD TABLES
8" PRECAST & PRESTRESSED U—LINTELS
CC
GRAVITY
LENGTH TYPE
8U8
8F8-0
8F12-0
SF16-0
8F20-0
SF24-0
8F28-0
8F32-0
8F8-1
SF12-1
8F16-1
8F20-1 E
8F24-1
8F28-1
8F32-1
2'-10P34"
\ ) 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
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
1 10472
11936
4'-6"(54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2 770
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
5'-10(70") PRECAST
972
1000
1059
1474
1 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
10'-6(126") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
456
482
802
1125
915
1122
1328
1535
658
1025
1514
1 2081
2774
3130
2404
11'-4(136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'—O(144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13'-4PRECAST
(160" )
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
15'-4"(184")PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890
3410
17'-4"(208")PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4"(232")PRESTRESSED
N. R.
NR
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
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24'—O'(288")PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
•
us
8F8—OB/1T 8F8-1B/1T 8F16—OB/1T 8F16-1B/1T 8F20-1B/1T
8" PRECAST W/ 2" RECESS DOOR U—LINTELS
C,
GRAVITY
LENGTH TYPE
SRU6
8RF6-0
8RF10-0
8RF14—OB
ORF18—OB
8RF22-0
8RF26-0
8RF30-0
8RF6-1
8RF10—i
8RF14-18
8RF18-113
8RF22-1
8RF26-1
8RF30-1
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'— 8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
1 2162
4074
6472
6516
5814
6839
5'-10'(70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
W — 8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
7'— 6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
1 3609
5492
6624
5132
9'-8" (116")DRECAST
371
420
834
1253
1 1071
1342
1614
1886
535
928
1497
2179
2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U—LINTELS
C~1114~1111411111
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-1T
SRF10-1
8RF14-1
BRF18-1
8RF22-1T
BRF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF70-2
8RF14-2
8RF18-2
8RF22-2T
8RF26-2T
BRF30-2T
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
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
51-10'(70") PRECAST
896*
1 1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1 100
778
956
1468
1987
2509
3035
3563
7'-6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116")PRECAST
533*
1 433
808
1123
1413
1704
1995
516
614
533
1 527
1 1009
1 1369
1728
2088
2450
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
CONNECTOR SCHEDULE
STRAP/BUCKET
FASTENER TO
TRUSS/JOIST
FASTENER TO
BEAM/TOP PLATE
UPLIFT
(Ibs)
GRAVITY
(Ibs)
LATE
RAL
F1 (Ibs)
F2 (Ibs)
USP HTA16
(10) 10d x 1j"
EMBEDDED (4" MIN.)
1615
—
590
660
(2) USP HTA16
(10) 10d x 1j"
EMBEDDED
(4 MIN.)
3230
—
1180
1320
(4) USP RT24T
(9) 16d
EACH STRAP
5 0 TAPPER POWERS FASTENERS
EA. STRAP W/ 1 MIN. EMBEDMENT
4500
—
—
—
USP RFUS
(12) WS3
FASTENERS6WEDGGE WERSBOLT
4950
—
—
—
USP THD48 *
(16) 10d
6 0 TAPPER POWERS
FASTENERS W/ 1 MIN. EMBEDMENT
1655
1655
—
USP THD48
(16) 10d x 1"
6 0 TAPPER POWERS
FASTENERS W/ 1j" MIN. EMBEDMENT
1500
1500
—
USP TDH210
(20) tOd x 1"
FASTENERS W/ APPER 1j" 'POWERS
1j" MIN.
2295
2295
—
—
USP MUGT15
(28) 1Od x 1j"
10 1 0 TAPPER POWERS
FASTENERS W/ 1'j" MIN. EMBEDMENT
4495
—
—
—
USP PHD4A
(10) WS3
J"0 x 6"ANCHOR BOLT
5215
—
—
—
USP LPTA
(10) 1Od x 1j"
EMBEDDED
(4" MIN.)
1250
—
810
1500
USP HLPTA75
(20) 1Od x 1J"
EMBEDDED
(4" MIN.)
2125
—
1860
1715
USP SPT24
(6) 10d
(6) 1Od
1030
—
560
260
USP SPTH4
(12) 10d x 11"
—
1730
—
—
—
USP SPTH6
(12) 10d x 1j"
—
1730
—
—
—
USP LSTA18
(14) 1Od
—
1235
—
—
—
USP USC43
(8) 16d
FASTENERS6WEDGGE BOLT
10133
—
—
—
USP RT3A
(4) 8d
(4) 8d
610
—
190
190
USP RT16A
(9) 10d x 1j"
(8) 1Od
1380
—
800
645
ALL 'POWERS' FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. FOR
MASONRY APPLICATION, REFER TO THE "USP TECHNICAL BULLETIN FOR MASONRY APPLICATION."
'POWERS' FASTENERS WEDGE —BOLTS FOR CONNECTOR 'H' SHALL BE INSTALLED IN FULLY GROUTED AND
REINFORCED MASONRY CELLS.
* WHERE THE FLANGE OF BUCKET 'THD48' DOES NOT FIT, AND PROVIDED THE GRAVITY LOAD DOES NOT EXCEED
1,225 Ibs, USE USP 'HD481F' ATTACHED TO THE WALL WITH (4) A"d TAPPER 'POWERS' FASTENERS W/ 1j" MIN.
EMBEDMENT, AND 10d NAILS TO THE WOOD.
ontractor Copy
ASE ENGINEERING SERVICES, INC.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fox 407-730-2999
Certifcate of Authorization No. 25873
OF Design
Groulrinc.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
RIVERBEND
LOT 30
170 MPH EXPOSURE 'C'
PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
TABLES
ENGINEER
STATE OF FLORIDA
P.E.
DATE:
S CAL]E:
L^O IN U I r
SHEET
S1.02
NO:
C H IT E C T S`
FOOTING SCHEDULE
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
WF-1.33
16"
CONTINUOUS
16"
—
(2) #5's
DBL WWM 36" PERIMETER
(+)0'-0"
WF-1.33A
16"
CONTINUOUS
12"
—
(2) #5's
SINGLE WWM
(+)0'-0"
WF-1.33B
16"
CONTINUOUS
12"
—
(2) #5's
SINGLE WWM
(—)1'-4-
F2.0
24"
24"
16"
(2) #5's
(2) #5's
DBL WWM 36" PERIMETER
(+)0'-0"
F3.0
36"
36"
16"
(3) #5's
(3) #5's
DBL WWM 36" PERIMETER
(+)0'-0"
PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WAY.
PLAN NOTES:
❑I SEE GENERAL NOTES ON SHEET 51.01
❑2 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND
SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO WORK PERFOWED AND SHALL NOTIFY THE
ARCHITECT IN WRITING IF ANY DISCREPANCIES ARE
FOUND.
03 PRIOR TO CONCRETE PLACEMENT PROVIDE
TERMITE SOIL TREATMENT PER MANUR
SPECS. (SOIL TREATMENT PER FRCR-320)
® SLAB ON GRADE: 4" (TOTAL - UN.O.)
CONCRETE REINFORCED WITH rox6-WI.4xWI.4 W.W.F.
(PLACED I" FROM TOP OVER VAPOR BARRIER
(SEE ARCH'L. DRWGS.)ON COMPACTED SUBGRADE.
TOP OF SLAB ELEV. = 0'-0" (REFER) UNLESS NOTED
OTHERWISE. COORDINATE ALL SLAB
DEPRESSIONS, SLOPES AND LIMITS THEREOF
WITH ARCH'L. DRUGS.
4a ADD'L rox&-WIAxW1,4 W.W.F. (PLACED I" FROM
TOP OF SLAB) AT PERIMETER OF BUILDING. SEE FOOTING
DETAIL FOR LOCATION OF W.WF.
0 INDICATES MASONRY BEARING
WALLS REINFORCED WITH (1)-05 VERTICAL
AT 4'-0" O.C. MAX
GROUT FILLED CELLS SOLID At ALL
CORNERS, ADJACENT MASONRY OPENINGS
WHICH IS SHOWN ON PLAN.
INDICATES 05 IN GROUT FILLED CELL
BELOW WINDOW SILL.
I I Ip I I I_ INDICATES 01 VERTICAL IN GROUT
FILLED CELL.
I I IMI I I I_ INDICATES (2)05 OR (2)0b (SEE PLAN)
VERTICAL IN GROUT FILLED CELL.
® SEE ARCH'L. DRAWINGS FOR LOCATIONS/
LIMITS AND CONSTRICTION INFOWATION OF
INTERIOR NON -BEARING PARTITION WALLS
NOT SHOWN ON PLAN. SEE GENERAL NOTES
FOR ADDITIONAL WALL FRAMING
INFORMATION.
❑1 CONTRACTOR SHALL VERIFY FILLED CELL
AT EACH LOCATION SIDE OF OPENING WITH
ACTUAL OPENING OF DOOR AND WINDOW.
® COORDINATE SLAB RECESSES, SLOPES AND
ELEVATIONS W/ ARCHITECTURAL DRAWINGS
09 ALL THE CMU WALLS ARE SHEAR WALLS.
u;
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N
22'-111 24'-111e 21'-411
II'-0" 8'—Oil 23'-3" 10'-8" 10'-8"
1f/ I/55.01
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-1 r- r— — — — — — — — — — — — — — — — -----1
- I UHF-133
---------
-- WF-133 I F-2.0 F-2.0
45 IN GROUTED
j 1-1/2" RECESS FOR 5G I I CELL BELOW
2-1/2" MIN.
I I I PAVERS ClWINDOW SILL
IN GROUTED I
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------ -- --------------- I
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6 -1 \\\` WF-133 yj,�� I WALL W/ 3/16"x4-1/2"
,� �i1rF-30 TAPCONS g 8" O.G.
I U_ I I 3'-I
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(2) S'S Xb'-O" CRACK BARS I I (3) 2X6 WOOD
POSITIONED IN THE MIDDLE I I POST W/
OF SLAB. (TYPICAL m INSIDE I I SIMPSON HTT5
CORNERS AND AS SHOWN) -
I 61Ll
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STUDS m 1211 O.C. 15/S5 Q�1 j
I I I I
I I I I
I I I 2X8 WOOD BRNG I
I I I WALL W/ SYP #2 I
t-1 (3) 2X8 WOOD
N I POST W/ I SCUDS g 1211 O.C.
1 r 51MP50N HTT5
I II II
m I I I I I I I (3) 2X8 WOOD POST
Cq l i i l l i i l W/ SIMPSON HTT5
I Cq 2X8 WOOD BRNG ( I
WALL W/ SYP 02--------
STUDS 0 12" O.G. I I I 1/j/ WF-133 = --- \ — -- ---- \ ----, I
I r/--------�Q
15/55.01 L _j
(3) 2X8 WOOD I N I =
POST W/
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14/55.01
_.
m
f
..___. � m I� C011t
,{-{ 2'-8" fro'-0" 2'-8" ratter C'oPY
4'-0" 4'-�/" 3'-2" 3'_211 2'-8" 4'-5" 2'-Ill 2'_6" 2'_6" 2'_ IN 41.5�1
FOUNDATION PLAN ELEV. C II 1 „
SCALE: 1/4" = V - 0" 11 -6 19 -0 10 -2 21 -4
ASEENGINEER/NG SERVICES, INC.
/A STRUCTURAL DESIGN GROUP
68' —011 TO THE BEET CP M KNPWLEPCE_ T WLPM Ci id FLAYS AND B CIFICATICNB
COMPLY WIN wflA Y" 5TIekT1PAL D 01614 CODE. T SIGNING AND HALM OF THE RANB
AYD BPECIFICATICNII A ONLT FOR T mlIX"NG'8 8TlNGT1RAL CIXiFG10a8 APtED1ED
BY WND, LIVE AND GRAWTT LOADS.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
i
/Design
Grou lnc.
1 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
(954)708-2468 FAX
RIVERBEND
LOT 30
170 MPH EXPOSURE -C'
PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
FOUNDATION
PLAN
ENGINEER
STATE OF FLORIDA
WEof r
-�MIS-NOTED-
•
A R C H I T E C T S
BB-1
EL. 10-A" Tng
1ST LIFT BEAM PLAN C
SCALE: 1/4" = T - 0"
BEAM SCHEDULE
MARK
DESCRIPTION
Vc (psi)
SIZE
W xH"
REINFORCEMENT
STIRRUPS
REMARK
BTM.
TOP
MID
SIZE
SPACING
BB-1
MASONRY
3000
8x8
N/A
(1) #5
N/A
N/A
N/A
SEE NOTE 2
RB-1
CONCRETE
3000
8x8
N/A
N/A
(2) #5
#3
8" O.C.
SEE NOTE 3
NOTE 1 ` 10§',i INDICATES OPENING BELOW T.O.B.=TOP OF BEAM T.O.L.=TOP OF LINTEL
NOTE 2. BB-1, BB-2 ARE AROUND THE BLOCK WALL FOR THE SUPPORT OF TRUSSES AND LEDGERS. SEE SECTION FOR ELEVATION.
NOTE 3. PLACE RB-1, RB-2 ON THE TOP OF GABLE END BLOCK WALL.
/t\
X
II II
II w II
I II b- II I
II � B -2 cX14 II
I 1 EL. 161- " T.OB I I
I ! ! I
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=
i
Contractor
Copy.
ASE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
M T$ EEBT OF MY XWW-E , TIE wl-p 3 mfB Halle dN0 BPEOMG4T�ON8
COMPLY WITH EIIILOMG eTR1LnWAL DE5M LOOS THE eKdIMO P WE MG OF TIE FLGH9
NID eFEQFILATI . ONLY FOR THE &IummlG eTR1LT1R4L OOMPQ m NFECTED
BY WWI LIVE AM OR6NTY LO s.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
Design
Group inc.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
RIVERBEND
LOT 30
170 MPH EXPOSURE 'C'
PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
FIRST
LIFT
BEAM
PLAN
0
ENGINEER
STATE OF FLORIDA
I I /e1�K"Ll01A
DATE: 0
S C ALE: ,A V 7J
SHEET ;'1
S2L, 02C