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825 CORAL_ RIINKS, FL_ 33701
-re.IA (954) 575-7300
• STATE OF FLORIDA SQ®FT . CALC.9S INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR, LIVING 1,57 FLOOF, 3043 &0. F7.
i
_!IVING; 2NID FLOOF, 3112 &Q. F-7, SHEET # DESC RIPTION
STANDARD PACIFIC HOMES - PG Ct-COVER PAGE PG EI-ELECTRICAL FIRST FLOOR PLAN PG SIA-FOUNDATION PLAN ELEVATION "A"
825 CORAL RIDGE DR. TOTAL LIVING role)E) &0, F7. PG GN-GENERAL NOTES PG E2-ELECTRICAL SECOND FLOOR PLAN PG S2-FRAMING PLAN NOTES
CORAL SPRINGS FL, 33701 r-OVEFIEE) L,4NAI 32� SQ. FT. PG Al -FIRST FLOOR PLAN PG Pl-PLUMBING FIRST FLOOR PLAN PG S3A-FIRST FLOOR ROOF & SECOND FLOOR FRAMING PLAN
FN7R'�' ELEv. "A'' ING SECOND FLOOR PLAN ELEVATION "A"
TEL: (954) 575-7300 ro 7 &Q, F-7. PG A2-SECOND FLOOR PLAN PG P2-PLUMB PG S4A-SECOND FLOOR ROOF FRAMING PLAN ELEVATION "A"
PG A3A-ELEVATION "A" SPANISH FRONT & REAR PG MI -MECHANICAL FIRST FLOOR PLAN
4 CAR G,4fR,4GE 100(o 60- F7_ PG A4A-ELEVATION "A" SPANISH LEFT & RIGHT PG M2-MECHANICAL SECOND FLOOR PLAN PG S5-SECTIONS AND DETAILS
GovIEF,ED fRE,4i;R 54LGON'�' 32� 50, FT. PG A5A-DETAILS ELEV "A" PG S6-SECTIONS AND DETAILS
- I PG DI -DOOR & WINDOW DETAILS
TOTAL ELEV. "A" 50, FT, PG D2-MONOLITHIC WALL SECTIONS & MISC. DETAILS
PG D3-MONOLITHIC 2-STORY WALL SECTIONS
*STATE OF FLORIDA PG D4-STAIR SECTION & DETAILS
'6NCE Or
VIE
PROFESSIONAL ARCHITECT:
N �L W j J";' t'-"
DAMES CANTWELL i,
AR No. 12079
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tet: (407) 774-6078
Fax: (407) 774-4078
Yv
DESIGN CRITERIA: F ;! A
*FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL F1
*2010 FLORIDA FIRE PREVENTION CODE
•NATIONAL ELECTRICAL CODE (NEC) 2008 EDITION
E, R
*ALL LOCAL AND STATE CODES
*OCCUPANCY — RESIDENTIAL, GROUP R3
*CONSTRUCTION TYPE — V13
*MIN. INTERIOR FINISH — CLASS B
eBASIC WIND SPEED(VULT)- 170 MPH EXPOSURE C
*I —STORY RESIDENCE
*2—STORY RESIDENCE MAX. HEIGHT AS PER
LOCAL AND STATE CODES
*SEE STRUCTURAL DRAWINGS FOR MORE INFO
SPECIFIC PARAMETERS FROM FBC 2010 CH. R44
USED FOR MANSORY AND WOOD: kAAS AN-0AUNOP%E�!
*R301.1 EXCEPTION HIGH VELOCITY HURRICANE Z)
ZONE DESIGN IS BASED ON CHAPTER R44 FOR rw1c
MANSORY AND WOOD. MAYBE J'oW(t 1F1 oil r,7il V)
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 K! W!7 Au AROU _7
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
r- DRAFTING BY:
A.B . DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
1164. _(954708-2468 FAX
son&
SUIBDIV. & LOT:
RIVERBEND
LOT 19
t70 MPH EXP. C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
68t2
ELEV " A"
GARAGE SWING:
RIGHT
PAGE:
COVER
PAGE
ARCHITECT:
STATE OF FLORID
`JAMS CANTWELL
AR NO 12079
PRT,ff 05/12/15
DA
SCALE.. AS NOTED
SHEET NO:
CI
A R C H I T E C T S
GENERAL NOTES
GENERAL NOTES:
1.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA
1. GARAGE NOTES:
BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10.
* 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
2.
DESIGN LOADS;
INSIDE OF GARAGE DOOR.
FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS.
3.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
* AS PER FBC 2010 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE
1/2
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
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
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS.
HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE: STRUCTURESUPPORTING
THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3,
THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2010 EDITION.
BOARD OR EQUIVALENT.
4.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
* GARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
FORM.
5.
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
INSIDE THE CLOSET.
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
3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR
FABRICATION OF THE WORK.
REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL
BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL..
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.
4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE TEMPERED GLASS.
7.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
5. SHOWER HEADS SHALL HAVE ANTI-` CALD DEVICES.
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILIV AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY IN`>TALLED.
6. ALL BATHROOM DOOR LOCKS SHALL_ BE DESIGNED TO PERMIT THE OPENING OF THE DOOR
FROM THE OUTSIDE IN CASE OF EMrRGENCY.
8.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
9.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
8. BATHTUB &SHOWER FLOORS &WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
10.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ET(- UNLESS SPECIFICALLY DETAILED.
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.
GARAGES AND CARPORTS
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
1.
GARAGE DOOR
APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS AS
A. ENGINEERED FOR 170 MPH MIN. WIND LOAD.
SET FORTH IN CHAPTER 16.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
12. FIRE STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR
2.
AS PER FBC 2010 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
SECTIONS 4409.7.2.1 THROUGH R4409.7.2.6.
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
13. WALL AND CEILING FINISHES SHALE. HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN
SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOt.fD OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
200 AND A SMOKE -DEVELOPED INDI X OF NOT GREATER THAN 450 PER SECTION R302.9.
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
14. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1).
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
15. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE
THE GARAGE.
WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH
4.
AS PER FBC 2010 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALT BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
1/2 INCH GYPSUM BOARDS.FBCR 311.2.2,
AREA BY NOT LESS THAN Y2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL
16. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED
BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS TI1AN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
IN AN OPERABLE DIRECTION.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN Y2-INCH GYPSUM BOARD OR EQUIVALENT.
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.
SITE
WORK
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 R302.110.
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 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED
EXTERIOR FINISHES
UNLESS NOTED OTHERWISE.
4.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
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
5.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2THE HORIZONTAL DISTANCE FROM
FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO
THE NEAREST EDGE OF THE FOOTING.
COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
6.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
ACCORDANCE WITH ASTM-C926
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
3. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE
7.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6" PER SECTION R704 OF THE
2010 FBC, INSPECTION FOR TERMITES.
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 CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS,
TABLE R301.0(1)
11.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
SNOW S eedd Topographic DESIGN FLOOD
Frost line DESIGN UNDERLAYMENT 9 FREEZING ANUAL
HAZARDS
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
LOAD (mph) eHectsk(NA) CATEGORY Weathering- depth' Termite° TEMP' REQUIRED' INDEX' TEMP'
NA See Fig. R301.2(4) NA Negligible NA Heavy NA NA NA
12.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
ABBREVIATIONS
ABV.
ABOVE
FR. DR.
FRENCH DOOR
A/C
AIR CONDITIONING
FTG.
FOOTING
ADJ.
ADJUSTABLE
ALT.
ALTERNATE
GA.
GAUGE
AMP.
AMPERAGE
GAR. DISP.
GARBAGE DISPOSAL
G.F.I.
GROUND -FAULT INTERRUPTER
BD.
BOARD
GL.
GLASS
GYP. BD.
GYPSUM BOARD
CL
CENTER LINE
CAB.
CABINET
H.B.
HOSE BIB
CLG.
CEILING
H.C.
HOLLOW CORE
CLR.
CLEAR
HDR.
HEADER
CONC.
CONCRETE
HGT.
HEIGHT
CPT.
CARPET
C.T.
CERAMIC TILE
INSUL.
INSULATION
INT.
INTERIOR
D.
DRYER
DBL.
DOUBLE
LAV.
LAVATORY
D.G.
DUAL GLAZED
LUM.
LUMINOUS
DIA.
DIAMETER
DIM.
DIMENSION
M.C.
MEDICINE CABINET
DISP.
DISPOSAL
MFR.
MANUFACTURER
DP.
DEEP
MIN.
MINIMUM
DR.
DOOR
M.T.
METAL THRESHOLD
D.S.
DOWNSPOUT
MTD.
MOUNTED
DTL.
DETAIL
MTL.
METAL
D.W.
DISHWASHER
N..S.
NOT TO SCALE
EA.
EACH
ELEV.
ELEVATION
O.C.
ON CENTER
EQ.
EQUAL
O.H.
OPPOSITE HAND
EXH.
EXHAUST
EXT,
EXTERIOR
PL
PROPERTY LINE
P.B.
PUSH BUTTON
FX. GL.
FIXED GLASS
PH.
PHONE
F.G.
FUEL GAS
PLT.
PLATE
FIN.
FINISH
PLYWD.
PLYWOOD
FLR.
FLOOR
PR.
PAIR
FLUOR.
FLUORESCENT
P.T.
PRESSURE TREATED
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, 11EVATIONS, AND/OR SECTIONS DENOTE
UNIT SIZES. GENERAL CONTRACI-OR AND SUBCONTRACTOR SHALL VERIFY
ROUGH OPENING DIMENSIONS Al 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 CODE, AND REGULATIONS. (FBC R4410.2)
7. ALL GLAZING WITHIN 48" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT.
11, 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, CA h. 11, SAFETY GLASS.
R.
RISER
RAID.
RADIUS
R.A.G.
RETURN AIR GRILL
REF.
REFRIGERATOR
RM.
ROOM
R.O.
ROUGH OPENING
S.C.
SOLID CORE EXT DR
S.D.
SMOKE DETECTOR
S.H,
SINGLE HUNG
SHT.
SHEET
SHTHG.
SHEATHING
SHWR.
SHOWER
SIM.
SIMILAR
SL.
SLIDING
SL. GL.
SLIDING GLASS
SL.
STANDARD
SWS
SHEAR WALL SECTION
TEMP.
TEMPERED GLASS
THK.
THICK
T.O.C.
TOP OF CURB
T.O.P.
TOP OF PLATE
T.O.S.
TOP OF SLAB
TYP.
TYPICAL
U.N.O.
UNLESS NOTED OTHERWISE
V.P.
VAPOR PROOF
W.
WASHER
W/
WITH
WD.
WOOD
WDW.
WINDOW
W/H
WATER NEATER
W.I.
WROUGlJT IRON
8. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY
GLAZING.
9. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 A; 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-G451C 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
I Groupgn. I
1441 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
11111111111
LIONEEMENNES&
ISUBDIV. &c LOT:
RIVERBEND
LOB' T9
M MPH EXP. C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
6B12
ELEV. 99 A99
GARAGE SWING:
RIGHT
PAGE:
GENERAL
NOTES
rs-
ARCHITECT:
ATE OF FLORIDA
JAMS_ OANTWELL
A. NO12079
PR T 0512T5
DATE:
SCALE: AS NOTED
SHEET NO:
G N
49 $;�l_n11
A R C H IT E C T S
14,
EL. 12'-4" TOP OF _
BOND BEAM
EL 10'-0"
CLG. HGT. —
EL. 5'-011
WINDO l�.c// HST.
OPT. COURTYARD 11-®"
WALL W/ GATE - �•__
� I I
EL. 0'-0" FIN. `" 1 1
FLR. SLAB
EL. -0'-8"
43.2 /-53.(o
(1-)COURTYARD
ELEVATION
gDETAIL
SCALE: 3/1(o" = 1'-0"
ALUMINUM
BARS
3-1/2'I
u t i7 11
301, I41GH
COUNTER
TOP
SUPPORT POST
DOU5LE
AND SKIRT
PER CABINET
TOP PLATE
MANUFACTURER
PARTITION
WALL
CI II I �AI F
� ARCH
ill
AND
MALLER
vERIFY W/ PLAN
03 TYP. FIRST
SCALE: 1/4" = 1'-0'
3'-1" TO -1'-011
VERIFY W/ PLAN
ELEVATION 99 A
PROF I L E
A
O
mz
O
ELEG. OUTLET
PER ELEG. CODE
AT PARTITION END
DETAIL
ill
C
(RGTHT SIDE SIMILAR)
FF
TERIOR
RC�. i-E ICzHTS
10'-8" BRCS.
21'-5" TOP OF
BOND BEAM
L.B.W.
-ALL INTERIOR
DOORS TO 5E 0'-0'
-ALL EXTERIOR
DOORS TO BE 5'-0"
UNLESS NOTED
OTHERWISE
STAIR DATA
20 RISERS e 7 -1/1&"
1':� TREADS a 10"
SEE SHEET D5 FOR
STAIR 5EGTIONS AND
DETAILS
-1" AND LARG�
vERIF1 W/ PLAN
FLOOR ARU"H DETAILS U.O.N.
NOTE:
1. WHEN AN S" OR 12" RADIUS HEADER ENGAC�E INTO THE
SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN
2"-0") THEY NEED TO 4LL HAVE THE LARGER RA1DIU5_
2. ALL NON -CASED WALK-THRU OPENINGS TO BE ARCHED,
SEE DETAIL ABOVE FOR 5PECIFfC CONDITIONS.
r
20'-8"
6�'-ID"
211_ I
10'-3 1/2" 10'-4 1/2"
lm'-8° 1/J 1_Q11
23'-4"
N
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FIRST FLOOR PLAN
ELEVATION ":+"
/Design
G ro u p InJBLVD.
.441 N. RONALD REAGANLONGWOOD, FL 327PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.c
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
IDEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
SUBDIV. & LOT:
RIVERBEND
LOT 19
170 MPH EXP. C
PROJECT#
03303.01��
MODEL:
"HE WENTWORTH
6312
ELEV."A"
GARAGE SWING:
RIG "L-'
PAGE:
FIRST
FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
1 v nfh
JAM CANTWELL
AR NO 12079
PRINT 05 12 15
DATE:
SCALE: AS NOTED
SHEET NO:
At
A R C H I T E C T S
EXTERIOR OPENING SCHEL)ULE
DOOR
#
®
DOOR
SIZE
TYPE
ROUGH
OPNG,
(WxH)
ZONE
REMARKS
WIDTH
HGHT
PROVIDE SCREENED
vENTILATION
D2
16'-0"
8'-0"
O.H.
192"X96°
5
PROVIDE SCREENED
vENTILATION
D3
6'-0"
8'-O"
DBL. DRS.
72"X96"
4
W/ALUMINUM THRESHOLD, DESIGNATED
EMERGENCY MEANS OF ESCAPE PER
FBC 2010
D19
3'-0"
8'-O"
FX. S.L.
36"X96"
4
D20
10'-0"
8'-0"
D5L. DRS.
W/ 24" S.L.
EA. SIDE
12211X96"
4
D6, SIDE LIGHT SAFETY GLASS CAT, II
D20,4
12'-0"
8'-O"
pBL. DRS.
W/ 30" S.L.
EA. SIDE
144"X96"
4
D6 SIDE LIGHT SAFETY GL,455 CAT. 11
D43
6'-0"
8'-0"
DBL. DRS.
l2"X95"
4
p6
D44
10'-0"
8'-0"
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W/ 41" S.L.
EA. SIDE
122"X96"
4
D6, SIDE LIGHT SAFETY GLASS CAT, II
D45
6'-0"
8'-O"
DBL. DRS.
72"X96'
4
D6
D46
3'-0"
8'-0"
SWING
36"X96"
4
PROvIDE SCREENED
VENTILATION
D47
3'-0"
8'-0"
SWING
36"X96"
4
PROVIDE SCREENED
VENTILATION
EXTERIOR OPENING
SCHEDULE
WINDOW
®
WINDOW
SIZE
TYPE
ROUGH
(WNHG,,
ZONE
REMARKS
A
26
SH
38"X76"
4
B
H34
SH
28"X63"
4
G
H34
SH
28'X63"
5
GAT II SAFETY GLAZING
D
22"X26"
FX GL
23"X27"
4
DI
H34
&LI
28"Xii
4
E
24E
SH
38"X(o0"
4
F
24E
SH
3811X60"
4
G
C2J 25
SH
151X63"
4
H
25
SH
38"X63"
4
25
SH
3811X63"
5
J
(4) 25
SH
149"X63"
5
K
H36
5H
28"Xl6"
4
GAT II SAFETY GLAZING
L
H30
SH
28"Xl6"
4
CAT II SAFETY GLAZING
M
(4)25
SH
149"X63"
5
N
H35
SH
28"X63"
5
O
H35
SH
28'X63"
4
P
(2) 25
SH
75'X63"
4
O
1-434
SH
28"X63"
4
R
H34
SH
28"X63"
4
S
H34
SH
2VXio3"
5
T
H34
SH
28"X63"
4
U
26
SH
38"X76"
4
`/
(2) 25
SH
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4
W
25
25
SH
381X63"
5
X
SH
28'X63"
4
Y
NOT USED
Z
NOT USED
AA
NOT USED
BB
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l5"X38"
4
CAT II SAFETY GLAZING
CG
H34
SH
28"X63"
4
DD
H34
SH
28'X63"
4
EE
(4) 24
SH
49"X51"
4
FF
H34
SH
28"X63"
4
GG
25
SH
38"X63"
4
HH
25
SN
38X63
4
28"X59.5"
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29"X60"
5
JJ
28"X59.5"
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29'X60'
4
KK
24E
SH
38"X60"
4
LL
24E
SH
38"X60"
4
mm
H34
SH
281'X63"
4
NN
24E
SH
38"X60"
4
00
25
SH
38"X63"
5
PP
(2) 25
5LI
75'X63"
4
QO-Zz
NOT USED
AA UUU
NOT USED
vvV
50"X53"
FX GL
51"X54"
4
CAT II SAFETY GLAZING
NOTE:
MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S
SPECIFICATIONS FOR MASONRY CONSTRUCTION.
DOOR, NOTES:
ALL HARDWARE IS TO COMPLY WITH FLA. STATUES CHAPTER 553, PART v FLA ACCESSIBILITY
GORE 4,13.9 IN REFERENCE TO 1-HAND GRASPABILITY AND F15GA-201 SECTION 309.4
EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF
A KEY OR SPECIAL KNOWLEDGE OR EFFORT. FBG 2010 R311.2.
GLAZING NOTES:
ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL
APPLICABLE CODES AND REGULATIONS. (FBC R4410.2)
INTERIOR
DOOR SCHEDULE
DOOR
#
C-0)
DOOR
SIZE
TYPE
REMARKS
WIDTH
HGHT
DT
8'-0"
SWING
Dl
p8
5'-0"
8'-0"
DBL. DRS.
D9
5'-0"
8'-0"
DBL. DRS.
D10
2'-8"
8'-0"
SWING
D11
4'-8"
8'-0"
DBL. DRS.
D12
2'-8"
8'-0"
SWING
Dl
D13
2'-8"
8'-0"
SWING
D6, SHALL BE SELF -CLOSING 8 SELF -
LATCHING PER FBC 2010
D14
3'-0"
8'-0"
SWING
DI
2'-8"
8'-O"
SWING
D16
2'-0"
8'-0"
SWING
Dl
DIl
2'-4"
8'-0"
SWING
D18
2'-8"
8'-0"
SWING
D6, SHALL BE SELF -CLOSING 4 SELF -
LATCHING PER FBC 2010
D21
3'-0"
8'-0'
SWING
—
D22
2'-6"
8'-0'
SWING
p�
D23
2'-6"
S'-0"
SWING
D24
2'-6"
S'-0"
SWING
D25
2'-4"
8'-0"
SWING
D26
2'-,4
8'-0"
SWING
D27
2'-e,
8'-0"
SWING
D28
2'-4"
8'-0"
SWING
D29
2'-4"
8'-0"
SWING
D30
3'-0"
8'-0"
SWING
D31
2'-4"
8'-0"
SWING
D32
2'-4"
8'-0"
SWING
p33
2'-0
8'-0"
SWING
LOUVERED DOOR
D34
2'-8"
8'-0"
SWING
D35
2'-6"
8' 0"
SWING
D36
4'-8"
8'-0"
DBL. DRS.
—
D3l
2'-4"
8'-0"
SWING
Dl
D38
2'-6"
8'-0"
SWING
D39
2'-4"
8'-O°
SWING
D40
2'-4"
8'-0"
SWING
D41
2'-6"
8'-0"
SWING
A
d
6
b
6
AND
MALLER
VERIFY W/ PLAN
3'-7" TO -7I=0"
VERIFY W/ PLAN
CALF
D ARCH
7'-1" AND L14RGER4
_VERIFY W/ PLAN
TYP S Eu" 0 N D FLOOR
ARCH DETAILS
SCALE: 1/4" - 1'-0"
NOTE,
1. WHEN AN a" OR 12" RADIUS HEADER ENGAGE
INTO THE SAME COLUMN OR ARE WITHIN CLOSE
PROXIMITY (WITH4IN 2"-0") THEY NEED TO ALL
NAVE THE LARGER RADIUS.
2. ALL NON -CASED W,4LK-THRU OPENINGS TO BE
ARCKED. 5EE DETAIL ABOVE FOR SPECIFIC
CONDITIONS.
EXTERIOR
WALL BRG. HE IGKTS
21'-&" TOP OF
BOND BEAM
231-0" 5RG
-ALL INTERIOR
DO0RS TO ;BE E,'-0°
-ALL EXTERIOR
DOORS TO BE :5'-0"
UNLE55 NOTED
OTHERWISE
STAIR DATA
20 R15ER5 e i -1/1(o"
1S TREADS ',i) 10"
SEE SKEET D5 FOR
STAIR SECTIONS AND
DETAILS
DOOR LEGEND
D1
STEEL
D2
ALUMINUM
D3
GAT. 11 SAFETY GLAZING
D4
SOLID WOOD
WOODWITH
L
ALUMINUM THRESHOLD(1/2" MAX.)
WITH MARBLE THRESHOLD (1/2" MAX.)
WINDOW LEGEND
SH
SINGLE HUNG
FX GL
FIXED GLASS
c�a
20'-a"
�� EGRESS
F— — — — — — — — — — — — — — — —
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2'-0"
23'-4"
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S
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-----------
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x ENCLO. MASTER I - -Sw - - _ STOR. ��' / - - _ �� = 4° LOFT
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I I
LINE OF WALL
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WINDOW WITH A NET CLEAR ()PENING PELOW
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5.7 SO, FT: FOR UPPER FLOORS. OPENINGSSHANOT BE LESS THAN 24'H OR 20W
SILLLNOT MORE THAN 44" ABOVE FLOOR. I
I I
I I
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ECOND FLOOR PLAN-
3
ELEVA___'ION
10'-4"
I
-------------I
c�a
w
41 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 CROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708_2468 FAX
N �D
ST..7BDIV. 8c LOT:
RIVEREEND
LOT 19
170 MPH EXP. C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
6812
ELEV."A"
GARAGE SWING:
RIGHT
PAGE:
SECOND
FLOOR
PLAN
ARCHITECT
STATE OF FLORIDA
�a
JAM S ANTWELL
R NO 12079
PRINT
DATE: 05 12 15
SCALE: AS NOTED
SHEET NO:
00
A R C H I T E C TS
Ic
ROOF VENTILATION CALCULATION
PER FBC R 806.2
REOUIRED VENTIL4TION:
3F,15 = 23.05 S.F.
150
SOFFIT VENTL,4TION PROVIDED:
4" X 3120"
144
GENERAL NOTE:
3" LU. CONTINUOUS SCREENED
SOFFIT VENTING
SECOND FLOOR ATTIC VENT C�ALU�).
ROOF VENTILATION CALCULATION
PER FBC R 806.2
REOUIRED VENTIL4TION:
45,50 S.F. = 30.53 S.F.
150
SOFFIT VENTIL47ION PROVIDED:
4" X 411&" = 11� S.F.
144
GENER.4L NOTE:
3" L. CONTINUOUS SCREENE2
SOFFIT VENTINCz
FIRST FLOOR ATTIC' VENT CALCS.
ROOF LINE;�) ELEVATION 9�A9
SCALE: 1/0" = 1'-0"
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TYP.
CRICKET
/ EL23'-0" TOOF
ENTRI' PRC3. HCT.P�EL. 22'-&" T.O.
POND PE,4M
A4
00� 41.4 /-54.5
ral
I� '� �'._' � � SIC' �ED El El 0 0 El 0 El
��,'_ - r
- I I F
D3 ` PRECAST TRIM LU/ TILE INSET DI
39.1 /-42.7 35.a /-43.2
FRONT ELEVATION
SCALE: 1/4' = 1 -pill
�
v
L
iJ
�-
K
35.0 /-39.4
HIDDEN
"hA" hLh VA T lU1 N
SCALE: 1/4" = l'-0"
35.8 /-3S.4
HIDDEN
M
,dk EL. 12'-4" TOP OF
A5 Y BOND PEAM
.� EL. 10'-a"
CLG, HG 7T
+1" RAISED
STUCCO
5,4ND ING-;
EL. 0'-0" FIN.
Y F=LR. SLAP
.� EL. -0'-8°
FIN. G-F,4DE
FALSE CHIMNE T ,
T1'P.
EL. 22'-&" T.O.
POND PE,4M
_ EL. 12'-4" TOP OF
POND PE4M
EL. 11'-1" TOP OF
INTERMEDIATE STAIR
LAND INCH
EL. 10'-S"
CLCx. Hr:�T.
+1" RAISED STUCCO
PAND INGr
gk EL. 0'-0" FIN,
FLR. SLAP
.h EL. -0'-8"
i
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA. #: 0003325 i
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
son
0
son
SUBDIV. &c LOT:
RIVEREEXD
LOT 19
170 MPH EXP. C
PROJECT#
03303. 019
MODEL:
THE WE T O RTH
6812
F L E V. 9 l A"
GARAGE SWING:
RIGET
PAGE:
ELEVATION
99 A"
SPANISH
FRONT &
REAR
ARCHITECT=
STATE OF FLORIDA
JAMES CANTWELL
NO 12079
PRI T DATE: 05 15
SCALE: AS NOTED
SHEET NO:
A3A
A R C H I T E C T S
F4LSE CPIMNE"i ,
T'T'P.
+l" R41SED
STUCCO
B,4ND INGi
i
DA
40.5 /-44.1
LEFT ELEVATION
3C4LE: 1/4" = 1'=0"
� 1J4i )
40.5 /-44.1
12
\ 4
EL, 23'-0" TOP OF
ENT12°' BRCx. I4GT.
EL. 22'-(o" T.O.
BOND BE,4M
OL EL, 12'-4" TOP OF
BOND BE,4M
J, EL 10'-8'l
EL. 0'-0" FIN,
FLR. SLAB
EL. -0'-&"
FALSE GNIMNE�',
OL EL. 23'-0" TOP OF
ENTR T' BRG . HeT.
— — — — — — — — — EL. 22'-&" T.O.
— — BON® 5E4M
+I" R416ED STUCCO
B4ND ING;
Li
MM _
allNN 43.2
41.4 /-48.1 — — 41.4 /-45.1 41.4 /-45.1 — 42.7 /-413 — — 421 /-E?ll — OIL EL. 12'-4" TOP OF
BOND BE,4M
EL. 101-all
— - _ — — — — — — — — — CLC:;. C- T.
O
43.2
RIGHT ELEVATION
SC4LE: 1/4" = 1'-0"
�7)
39.2 /-42.8
O O
41.E /-45.2 41.E /-54.8
+I" RAISED STUCCO
B,4ND ING
_ EL. 0'-0" FIN.
FLiR, SL,45
EL. -0'-?,"
FIN. CxR,4DE
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
DRAFTING BY:
A.R. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
SUBDIV. & LOT:
RIVERBEND
LOT 19
170 MPH EXP. C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
68t2
GARAGE SWING:
RIGHT
PAGE: r� �T
�LEVA �L I0 JL�
99 A"
P ANTS H
LEFT &
aIG HT
ARCHITECT:
STATE OF FLORIDA
/A-rMil
JAMESLL
AR NO 12079
r
05/12/15
:AS NOTED
NO:
A- A
2 2
/
METAL
FINISHED IDECO-
METAL
4t,
2
7K
j,
VENT
a>�a DECO TILE INSET -
SCREEN
A
1;;;� = 3 I , "
1 1/ 2-4'/
------ 6-
+
3 3/4L7�-
ELEVATION PROFILE
ELEVATION PROFILE
1 r I
uV �o �� 0 1--)
0 0 u0 0 0 DETAIL PDETAIL (E9)DETAIL
%DETAIL SCALE: 3/4" = V-O" SCALE: 3/41' = I'-O" SCALE: 3/4" = V-0"
SCALE: 3/4"
II 0 0
0 0 0-
NOTE:
- -�5X,5 DECO
• DETAILS INSTALLED PER MANUFACTURER'S
RECOMMENDATION. TILE
)011 • DETAILS SHALL HAVE TRADITIONAL LOCK AND SMOOTH FINISH U.N.O.U.N.0, 0 0 /*'FLUE
• DECORATIVE SHUTTERS TO ICE HIGHDENSITYFOAM. D 0 0 7
• DETAIL TO 5E PRECAST OR FO4t-l/EF:S, PROFILE
• MANUFACTURER TO PROVIDE S��Of=l E�F�4WINeS FOf;,:' Af-:::)F:f;,:lOVAL.
S/T�R -lN5 TO 5E CONCRETE VENT
• UJINIDOLU SILLS/TRIM, Rltl, W,4TF-FT45LE/ DECO COLUMNS +
COVERED FC,4t-1 ON THE FIRST FLOOR, FOAM LU/&TUGCO FINISH ON SCREEN
0 0 5, FN
THE SECOND FLOOR*-- EAVE �IOLE-,)ING; TO 5E FOAM LU/&TL�CCO FINISH fR = 11 1 41/2�
2
0
NCLUDIN FAUX 5,4LCON'T' 5ALU5TRA7)E!3-
f,X5 DECO\ 0 2
TILE
PROFILE 1' ELEVATION PROFILE
.4
PROFILE
®DETA
II L )DETAIL (#DETAIL (SO DETAIL (k)DETAIL
3/411 = I'-011 SCALE: 3/4" = 1'-0" SCALE: 3/4 = I'-011 SCALE: 3/4" = I'-O"
NOTE:
• fR,41LINGx &'T5TEM5 ARE DESIGNED TO fRE&1,57 A LOAD OF EO f=LF
FOR A CONCENTRATED LOAD OF 200 f=OUNrD5 APPLIED IN ANY
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON
THE SAFE(fiJAfRC), WHIGHEVEIR CONDITION FfRO:)JCE,5 THE MAXIMUM
STRESSES, FE5C-SECTION R4403.13,&.1 2010 ED.
• MANUFACTURER TO PROVIDE SHOf:=, F-)fRALUING5 FOR 4FFF'OVAL,
• 54LU&TEfR& SPACED TO REJECT A .4" SPHERE DECO FIN15�41HD
FINISHED METAL
METAL 7 2�'-4'1 AT OFT ION15
31 = 10 1/2°
7TF I C 4
LALL TERRA (--OTT,4
GAP
11 5 loll
IT
+ . ..... I/ lo
5
i/
7*
3 /2
lu
Li
FIN. FLOOR FIN.
FLOOR
NOT USED #DETAIL (ODETAIL (ODETAIL
SCALE: 3/4" = 1`0" SCALE: 3/4" = V=o' SCALE: 3/4" = 11-0" SCALE: 3/4" = 1'-0"
A-
EQ,
V&ll
DECO HALFCOLUMN
-
ROUND
x
C�)
X
1(o DEEP
—
PLANT
SHELF
11�411
CN
roXro DEGOIR TILE INSET fro" DEEP PLANT SHE LF-
II II
ITEXTURED STUCCO FINISH
TO t-1,47CH Houa
FL, O'-011 FIN
FL-fR. SLAB
EL. -O'-F)''
FIN, G3RAFDE
A- ELEVATION SECTION/ PROFILE
U14 DETAIL t;z
SCALE: 3/4" = 11-011
1441 N. RONALD REAGAN BLVD. IN JBLVD.
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
LIN
0
0
11
tp
ct
err
SUBDIV. & LOT:
RIVERBEND
LOT 19
170 MPH EXP, C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
6812
E LEV. " A"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
99
ELEVATION
A"
ARCHITECT:
rTATE OF FLORIDA
JAM ANTWELL
AR NO 12079
PRINT 05/12/15
DATE:
SCALE: v'4"N6T-1DD
SHEET NO:
A5A
e R r_ W I T P C T S
8" CMU
2" DRYWALL
1"X4" OR I"X2" P.T. NAILER
Ix4 P.T. OR �%'4"X4" MIN.
SECURE THRU FRAME 4
EXTEND 1-/4" INTO FLOCK
W/ 3/o" TAPCONS OR DRIVE
PIN
(MIN. SHANK SIZE .145
MIN. HEAD 51ZE .300
MIN. EMBEDMENT 1-/4"
WITHIN 8" OF EACH END 4
18 O.G. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURER'S DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB J41-18
(DO NOT EXCEED /4")
DOOR JAMB TO BLOCK +3/4 OR +5/4
CA� WINDOW TO BLOCK +3 4 OR +5 4
AJ-SCALE: 3/8" =1 -O"
2X4:®
SECURE TO BLOCK W/ 3/6"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 /4")
WITHIN 8" OF EACH END 4
18" O.C. MAX SPACING.
2X(o=
SECURE TO BLOCK W/2 -3/o"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT I Y4") -
WITHIN 8" OF EACH END
18" O.C. MAX SPACING.
2X8:
SECURE TO BLOCK W/2-3/&"
TAPGONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. E1-ISEDMENT 1 /4")
WITHIN 8" OF EACH END
18" O.C. MAX SPACING.
8" CMU
DRYWALL
1"X4" OR 1"X2" P.T. NAILER
rDOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X P-R
MANUFACTURER'S DETAILS,
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/2"
WINDOW TO BLOCK +11 2"
SCALE: 3/8" =1' -0"
2X4:®
SECURE TO BLOCK W/ 3/&"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4")
WITHIN 8" OF EACH END
18" O.C. MAX SPACING.
2Xro:®
SECURE TO BLOCK W/2-3/&"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .14E
MIN. HEAD SIZE .300
MIN. EMBEDMENT I /4" )
WITHIN 8" OF EACH END 4
18" O.C. MAX SPACING.
2X8:®
SECURE TO FLOCK W/2-3/(,"
TAPGONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 /4")
WITHIN 8" OF EACH END
18" O.C. MAX SPACING.
NOTE: STRUCTURAL 2X
MUST BE ON OUTSIDE 4
SECURED THROUGH
NON-STRUCTURAL 3/6'
T4PCON MIN, 1-Y4"
EMBEDMENT INTO BLOCK,
8" CMU
" DRYWALL
1"X4" OR 1"X2" P.T. NAILER
Ii I, F/�/-'DOOR'CC,4�INr--;
DOOR JAMIB OR WINDOW
ATTACH TO 2X PER
MANUFACTURER'S DETAILS.
NOTE: SHIM AS NEEDED TO I LUMB JAMB
(DO NOT EXCEED /4")
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15 16"
C SCALE:
2X4:®
SECURE TO BLOCK W/ 3/6"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 /4")
WITHIN 8" OF EACH END 8
18" O.C. MAX SPACING,
2X(o=
SECURE TO BLOCK W/2-3/&"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 /4")
WITHIN 8" OF EACH END
18" O.C. MAX 16FACING,
2 X8:®
SECURE TO BLOCK W/2-3/&"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y41')
WITHIN 8" OF EACH END 8
18" O.C. MAX SPACING. -/
NOTE: STRUCTURAL 2X
MUST BE ON OUTSIDE 8
SECURED THROUGH
NON-STRUCTURAL
TAPCON MIN. 1-Y4"
EMBEDMENT INTO BLOCK.
8" CMU
DRYWALL
❑ 1R.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH To 2X PER
MANUFACTURER'S DETAILS,
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
2X4:®
SECURE TO BLOCK W/ 3/6"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 /4") NOTE: STRUCTURAL 2X
WITHIN 8 OF EACH END
18" O.C. MAX SPACING, MUST BE ON OUTSIDE 4
2X(o= SECURED THROUGH
SECURE TO BLOCK W/2-3/(1uNON-STRUCTURAL 3/6u
TAPCONS OR DRIVE PIN TAPCON MIN. 14/4"
(MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300 all CMU
MIN. EMBEDMENT 1 /41l) %" DRYWALL
WITHIN 8" OF EACH END �1"X4" OR 1"X2" R.T. NAILER'
18" O.C. MAX SPACING. ❑
2X8:®
SECURE TO BLOCK
TAPCONS OR DRIVE PIN DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 /4") DOOR JAi" 18 OR WINDOW
WITHIN 8" OF EACH END 8 ATTACH TO 2X PER
18" O.C. MAX SPACING. MANUFACTURER'S DETAILS,
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +3"
WINDOW TO LOCK + B3"
E SCALE: 3/8" =1' -0"
2X4:®
SECURE TO BLOCK W/ 3/�,"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 /4")
WITHIN 8" OF EACH END &
NOTE. STRUCTURAL 2X
18" O.C. MAX SPACING,
MUST BE ON OUTSIDE &
2X(o:®
SECURED THROUGH
SECURE TO BLOCK W/2-3/6
NON-STRUCTURAL 3/(,"
TAPCONS OR DRIVE PIN
TAPCON M1N. 1-/4"
(MIN. SHANK SIZE .145
EMBEDMENT I1r470 BLOCK.
MIN. HEAD SIZE .300
MIN. EMBEDMENT I /4")
all CMU
WITHIN 8" OF EACH END
Y DRYWALL
18" O.C. MAX SPACING.
2X8:®
OR 1°X2" P.T. NAILER
SECURE TO BLOCK W/2-3/6"
2ND' 2X SECURE TO
TAPCONS OR DRIVE PIN
STRUCTURAL MEMBER
(MIN. SHANK SIZE .145
W/(2)1201 WITHIN 8" OF EACH
MIN. HEAD SIZE .300
END s (o" TO 8" O.C. MAX
MIN, EMBEDMENT 1 Y4")
DOOR CASING
WITHIN 8" OF EACH END4/1*tDOOR
JAMB OR WINDOW
18" O.C. MAX SPACIN(ST.
ATTACH TO 2X PER
MANUFACTURER'S DETAILS,
NOTE: SHIM AS NEEDED TO PLUMB JAMB ( DO NOT EXCEED Y41l)
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: 3/8" =1' -0"
2X4:®
SECURE TO BLOCK W/Y4"
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4") NOTE: STRUCTURAL 2X
WITHIN 8" OF EACH END 4 MUST BE ON OUTSIDE &
18" O C. MAX SPACING. SECURED THROUGH
2XG :® NON-STRUCTURAL 3/&"
SECURE TO BLOCK W/1-1/4" TAPCON MIN, 1-/4"
TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MEMBEDMENT
IN. EBEENT I Y4") 8i' CMU
WITHIN 8" OF EACH END 4 �/ DRYWALL
18" O.C. MAX SPACING.
2X8:® -/6" O.S.a. X 4" MIN,
F1
F[�JJ
SECURE TO BLOCK W/1-1/4" 111X411 OR 1"X2" P-T. NAILER
TAPGONS OR DRIVE PIN
(MIN. SHANK SIZE .145 IY DOOR CASING
MIN, HEAD SIZE .300
MIN. EMBEDMENT 1 %4") DOOR JAMB OR WINDOW
WITHIN 8" OF EACH END ATTACH TO 2X PER
18" O.G. MAX SPACING. MANUFACTURER'S DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED /4")
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK +3-7/16"
`� SCALE: 3/8"61'-O"
2X4:®
SECURE TO BLOCK W%/4"
TAF'CONS OR DRIVE PIN
(MIN. SHANK SIZE .145
M1N. HEAD SIZE .300
MIN. EMBEDMENT I %4")
WITHIN 8' OF EACH END
NOTE. STRUCTURAL 2X
18' O.G. MAX SPACING,
MUST BE ON OUTSIDE &
2X(o:®
SECURED THROUGH
SECURE TO BLOCK W/1-1/4"
NON-STRUCTURAL 3/G"
TAPCONS OR DRIVE PIN
7,4PCON MIN. 1-/4"
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN, HEAD SIZE .300
MIN. EMBEDMENT I Y4")
8" CMU
WITHIN 8" OF EACH END 4
Y" DRYWALL
18" O.C. MAX SPACING.
111X4" OR 111X2" P.T. NAILER
r//-
2X8:®
SECURE TO FLOCK W/I-I/4" R
TAPCONS ODRIVE PIN
I
N.
�iDOOR GA NIG
I
(MIN. SHANK SIZE .145
MIN HEAD SIZE .300
MIN EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW
WITHIN 8" OF EACH END ATTACH TO 2X PER
IS" O.G. MAX Si�ACING, MANUFACTURER'S DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41')
DOOR JAMB TO BLOCK +3 3/4"
WINDOW TO BLOCK +3 3/4"
1441 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
bm (954)708-2468 FAX
r
SUBDIV. 8c LOT:
RIVERBEND
LOT 10
t70 MPH EXP, C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
0Bt2
ELEV "A"
GARAGE SWING:
RtGHT
PAGE:
DOOR
WINDOW
ATTACHMENTS
DETAIL
PRINT 05 1215
DATE: /
.r:
:. mill
SHEET NO:
D I
SUBDIV. 8c LOT:
RIVERBEND
LOT 10
t70 MPH EXP, C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
0Bt2
ELEV "A"
GARAGE SWING:
RtGHT
PAGE:
DOOR
WINDOW
ATTACHMENTS
DETAIL
PRINT 05 1215
DATE: /
.r:
:. mill
SHEET NO:
D I
A R C H I T E C T S
ROOF 5HIEA7HING ( 5EE
STRUCT. DWGS. FOR PLYWOOD
SHEATI-IINGa, NAIL SPACING AND
TYPE).
EMBED. STRAP (SEE &TRU(_-T
FOR TYPE, SIZE, # OF NAILS 4
DETAILS).
f RE-ENG WD. TRU55 2-4" O.C. MAX.
CLAY 5I1`RD5TOP CEMENT
MORT,41R TO COMPLETELY
SEAL E,4VE AT 54RREL
TILE ONLY
GALV. METAL DRIP EDGE
Ix2 P.T.
PRE -PRIMED FASCIA
SEE
(5EE &TRUCT. FOR SIZE,
57RUG.
MATERIAL AND ATTACHMENT)
STUCCO SOFFIT NOT LESS THAN 1/2"
I
TOTAL THICKNESS OVER FELT MTL.
LATH, LAFf=ED NOT LES& THAN I" $
FAST W/ 3/5" HEAD GALV. NAIL5 (2
PER
SF MIN.) fi:,ROVIDE COT. 3" WIDE
SCREENED VENT5 W/ WIRE ME&H
CORROSION RESISTANT Va" MAX OPNG,
THROUGHOUT ALL ELEVATIONS. AS
PER °
FBC RSO(o. (SEE ROOF PLAN FOR
VENTILATION REQ. 4 CALCS.)
FORMED AND f OURED
CONCRETE SILL (SEE &TRUCT.
DWG&. FOR REINF.) w N
THICK, 3 COAT CEMENT ? w
PLASTER APPLIED DIRECTLY
TO MASONRY OR &TONE VENEER co
ATTACHED PER MANUF. RECOMMEND.
STUCCO &TOP
FINISH GRADE
O 4
°
SEE WINDOU,
SCHEDULE F
WINDOW TYF
SOLID SURF,
MATERIAL S
BED OF car
ADHESIVE
SEALANT a
PERIMETER
1/2 IN. GYF5L
WALLBOARL
Ix2 F'.T. FURF
5TRIP_S l(o
S.H. WINDOW SILL
AT EXTERIOR WALL
SCALE: 5161'-0'1
a
CE1`-lENTITi0U5 TILE OVER #30
FELY TO CONFORM W/ A&TM D 220,
TYPF- #1 OR ASTM D 48G S/ T T FE 01
STAI`�DARD5
OR
NON-STRUCTURAL METAL ROOFING
OVER #30 FELT TO CONFORM W/
A57-1 D 22ro, TYPE 112
�V2 FIRE -STOP
1/2" LIGHT WEIGHT
RIGID DRYWALL.
R-LOWN- IN
.INSULATION
1ST. FLR, BRG. HGT
F 5EE ELEVATIONS
OND BEAM (5EE STRUCT.
DWG5 FOR SIZE AND REINF.)
5'-0" WDW HD, HGT.
Y
PRECAST LINTEL (5EE
57RUCT. DWG&, FOR SIZE
AND RE INF.)
R=4.1 BATT, IN&UL.
WINDOW ATTACHMENT AS
RER MANUFACTURER'&
SPECIFICATIONS
1X2 FIRE-STOP
CMU (SEE STRUCT [DWG-S.
FOR VERT. AND HORIZ. REINF.)
1>x2 P.T. FURRING &TRIPS la)
4" O.C.
1,`,2" GYP, WL. BD.
u100D E5,45E
0'-0" FIN. FLR.
MONOLITHIC LONG. g
(SEE 5TRUCT. PLANE
51 ZE AND REINF.)
ROOF &IHEATHING (SEE
5TRUC7. DWG&. FOR PLYWOOD
SHEATHING, NAILING SPACING
AND TYPE).
EMBED. STRAP (SEE 57RUCT
FOR TYPE, SIZE, # OF NAILS 4
DETAILS),
PRE-ENG WD, TRUSS 24" O.C. MAX.
CLAY 15IRD5TOP CEMENT MORTAR
TO COMPLETELY SEAL EAvE AT
BARREL TILE ONLY
I t
5EE STRUC. GALV. METAL DRIP EDGE
lx2 P.T.
PRE -PRIMED FASCIA
(SEE STRUCT. FOR 51ZE,
MATERIAL AND ATTACHMENT)
STUCCO SOFFIT NOT LE55 THAN 1/2"
TOTAL THICKNESS OVER FELT MTL.
LATH, LAPPED NOT LESS THAN 1" d
FAST W/ 3/8" HEAD GALV. NAIL5 (2 PER
SF MIN.) PROVIDE CONT. 3" WIDE
&GREENED VENTS W/ WIRE ME51L
CORROSION RESISTANT 1/8" MAX OPNG.
THROUGHOUT ALL ELEVATION&. 45 PER
FBC RBaro. (SEE ROOF PLAN FOR
VENTILATION REQ. 4 CALC&.)
5/8" THICK, 3 COAT CEMENT
PLASTER APPLIED DIRECTLY
TO MASONRY OR &TONE VENEER
ATTACHED PER MANUF, RECOMMEND.
STUCCO &TOf-
FINISH GRADE
I— STORY BLOCK WALL SECTION
ALUMINUM FRAME
SECURE FRAME TO
SILL WITH SILICONE
P.T. WOOD BLOGKING
FORMED AND POURED
CONCRETE SILL (SEE
57RUC7. DWGS. FOR
RE INF.)
CONCRETE COVERED
FOAM WHEN OCCURS
FORMED AND f=OURED
CONCRETE SILL (SEE
STRUCT. DWGS. FOR
DETAIL.)
5/811' THICK, 3 COAT
CEMENT PLASTER
APPLIED DIRECTLY
TO MASONRY
a" GMU (SEE STRUCT
DWG&, FOR REINF.)
)RYWALL
IA. PIPE
Flffl• M
"ER VENT
>H FLOOR
C. &LAB
SECTION ELEVATION
ROOF &HEATHING ( SEE
STRUCT. DWGS, FOR PLYWOOD
&HEATHING, NAIL SPACING AND
TYPE ).
Ix2 P.T.
PRE -PRIMED FASCIA
(SEE STRUCT. FOR SIZE,
MATERIAL AND
ATTACHMENT) 5EE
STRUG.
STUCCO SOFFIT NOT LESS THAN
1/2" TOTAL THICKNESS OVER FELT
MTL. LATH, LAPPED NOT LESS
e
THAN 1" S FAST W/ 3/0" HEAD
GALV. NAIL& (2 PER &F MIND
a
PROVIDE CONT, 3" WIDE
SCREENED VENTS W/ WIRE MESH
CORROSION RESISTANT 1/�" MAX
OPNG. THROUGHOUT ALL
I
ELEVATIONS. AS PER FBC R80G.
I
(SEE ROOF PLAN FOR
VENTILATION REQ. & CALCS.)
BOND BEAM (SEE STRUCT.
DWG& FOR SIZE AND RE INF.)
I
I
2x4 NAILER
I
PRECAST LINTEL (SEE &TRUCT.
DWGS. FOR SIZE AND REINF.)
E/8" THICK, 3 COAT CEMENT
a.
PLASTER APPLIED DIRECTLY
TO MASONRY OR STONE VENEER
ATTACHED PER MANUF. RECOMMEND.
8" CMU (SEE &TRUCT DWG&.
®N U
FOR VERT. AND HORIZ. REINF.)
—
Lu
= 0
57UGGO STOP
icu)
a
FINISH GRADE
° °
a
� a
° °
Q
DRYER VEN`BOX TYPICAL DETAIL
4
SCALE: 1 1/2 "=1' =0"
CONT. METAL TRACK&,
TOP 4 BOTTOM
BRG. NGT.
SEE FLOOR
PLAN
1/2" CLG. BOARtD
1/2" DRYWALL
a
CEMENTITiOUS TILE OVER #30 FELT TO
CONFORM W/ A&TM D 22(o, Tiff E #1 OR
A&TM D 4aeoS, TYPE #1 &TANDARD&
OR
NON-STRUCTURAL METAL ROOFING
OVER 030 FELT TO CONFORM W/ A57M1
D 22(c, T T f=E #2
OUTRIGGERS TO BE TWICE THE
DISTANCE OF OVERHANG (SEE
5TRUCT. DWG&. FOR SIZE 4
ATTACHMENT)
-PRE-ENG WD. TRU55 24" O.C.
MAX.
Jl IST. FLR, SRG. HGT ,L
SEE ELEVATIONS
R-30 BLOWN- IN INSULATION
8'-O" WDW HD. HGT.
Y
1/2" LIGHT WEIGHT RIGID DRYWALL.
IX2 FIRE -STOP
R-4.1 BATT. IN&UL.
WINDOW ATTACHMENT 45 PER
MANUFACTURER'S SPECIFICATIONS
FORMED AND POURED
CONCRETE SILL (SEE _STRUCT.
DWGS. FOR REINF,)
Ix2 P.T. FURRING &TRIPS 24" O.C.-
1/2" GYP. WL. BD.
WOOD 5,45E
METAL STUDS 24" O.G. W/ FULL
LENGTH LAYER OF 1/2" TYPE
GYPSUM WALLBOARD
ATTACHED TO EACH SIDE
12 " O.G.
GONG. SLAB
0' -011
FIN. FLR.
0'-0" FIN, FLR.
D
5EE
° STRUG
�o
00/
C�
z
LLI
�0 T
W - °)
ROOF SHEATHIING (SEE
&TRUCT. DWG&. FOR PLYWOOD
SHEATHING, NAILING SPACING
AND TYPE).
Ix2 P.T.
PRE -PRIMED FASCIA
(5EE 5TRUCT. FOR SIZE,
MATERIAL AND ATTACHMENT)
STUCCO SOFFIT NOT LESS THAN
1/2" TOTAL THICKNESS OVER FELT
MTL, LATH. LAPPED NOT LESS
THAN 1" s FAST W/ 3/0" HEAD
GALV. NAIL5 (2 PER SF MIND
PROVIDE CONT. 4" WIDE
SCREENED VENTS W/ WIRE MESH
CORROSION RESISTANT 1/0" MAX
OPNG. THROUGHOUT ALL
ELEVATIONS. A5 fi ER FIG RBO&.
(SEE ROOF PLAN FOR
VENTILATION REQ. 4 CALC&.)
2x4 NAILER
5/8" THICK, 3 COAT CEMENT
PLASTER APPLIED DIRECTLY
TO MASONRY OR &TONE VENEER
ATTACHED PER MANUF. RECOMMEND.
5" CMU (SEE STRUCT DWG&.
FOR VERT. AND HORIZ. REINF.)
STUCCO STOP
FINISH GRADE
I— STORY BLOCK WALL SECTION
&CALF: 3/4" =1' -0"
PRE-FAB TRU55
TYP° TNT. WALL METAL STUDS
NON BRG.
5 SCALD:
EEL PIPE
;T. DWG&.)
.EL fi LATE
-T. DWG&.)
yt3 p
BOLLARD JLd ETA
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesugngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DI_SIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 '708-2468 FAX
r
L
SVBDIV. LOT:
RIVEREND
LOT 19
170 MPH EXP, C
PROJECT;#
03303. 019
MODEL:
THE WENTWORTH
6312
ELEV. 99 A"
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
WALL
SECTIONS
& mis C
]DETAILS
ram®
ARCHITECT
STATE OF FLORIDA
JAMES /CANTWELL
AID NO 12079
PRIN
DATE: 05/12/15
scALE: AS NOTED
SHEET NO:
D 2
A R C H I T E C T S
ROOF 5HEATHING (5EE CEi" IENTITIOUS TILE OVER #30 FELT
CEMEN77i0U5 TILE OVER # 30 FELT TO 5TRUCT, DWG5. FOR TO CONFORM W/ ASTM D 22ro, TYPE #1 OR PLYWOOD SHEATHING, A6 CONFORM W/ ASTM D 24N TYPE #1 OR
A5TM D 4a&'�, TYPE #1 STANDARDS NAIL SPACING AND TYPE). TM D 45��, TYPE #1 STANDARDS
OR OR
NON-STRUCTURAL METAL ROOFING NON-5TRUCTURAL METAL ROOFING OVER
OVER #30 FELT TO CONFORM W/ 45TM #30 FELT TO CONFORM W/ A57" I D 22ro,
D 22(o, TYPE #2 EMBED. 5TRAP (SEE TYPE #2
5TRUCT FOR TYPE, SIZE,
# OF NAIL5 4 DETAILS). PRE-ENG WD. TRUSS 24" O.C.
MAX.
CLAY BIRDSTOP PRE-ENG WOOD
CEMENT MORTAR TO TRU55 24" O.C. MAX.
COMPLETELY SEAL EAVE 2ND FLR. BFRG. HGT CLAY BIRDSTOP CEMENT
MORTAR TO COMPLETELY
SEE ELEVATION5 ' 1 5EAL EAVE
I,
.a
GALV. METAL R-30 BLOWN -IN IN5UL,470N. GALV. METAL DRIP EDGE
DRIP EDGE lane
IX2 P.T.
Ix2 P.T. 5EE 1/2" LIGHT WEIGHT RIGID SEE
PRE -PRIMED FA5CIA STRUG. STi�UC. PRE -PRIMED FA5CIA
DRYWALL. (5EE 5TRUCT. FOR 51ZE,
(SEE 5TRUC7. FOR SIZE,
MATERIAL AND ATTACHMENT) Ix2 FIRE-5TO MATERIAL AND ATTACHMENT)
BOND BEAM (SEE 5TRUGT.
5TUCCO 50FFI7 NOT LESS DWG5 FOR 51ZE AND REINF.) STUCCO 50FFIT NOT LESS
THAN 1/2" TOTAL THICKNESS THAN 1/2" TOTAL THICKNE55
OVER FELT MTL. LATH. R-.1 BATT. INSULATION OVER FELT MTL. LATH.
LAPPED NOT LESS THAN 1" lx2 FIRE -STOP LAPPED NOT LESS THAN 1"
FAST W/ 3/0" HEAD GALV. FAST W/ 3/all HEAD GALV.
NAI1_5 (2 PER 517 MIN.) PRECAST LINTEL (5EE 5TRUCT. NAIL5 (2 PER 5F MINJ
PROVIDE CONT. 3" WIDE DWG5. FOR 51ZE AND REINFJ PROVIDE CONT. 3" WIDE
5CREENED VENTS W/ WIRE 5CREENED VENTS W/ WIRE
MESN CORROSION RESISTANT WINDOW ATTACHMENT AS � MESH CORROSION
PER MANUFACTURER'S RE5157ANT 1/0" MAX OPNG,
1/8 MAX OPNG. THROUGHOUT SPEGIFICATIONS
THIFROUGHOUT ALL
ALL ELEVA7I0N5. A5 PER
FBC Roo(o. (5EE ROOF PLAN ELEVATIONS. AS PER FBC
FOR VENTILATION REG-. 4 FORMED AND POURED RaOG. (SEE ROOF PLAN
CONCRETE SILL (5EE 5TRUCT. FOR VENTILATION REQ.
GALCS.>
DWGS, FOR REINFJ C,4LC5J
1[ 5/S" THICK, 3 COAT CEMENT
I`a PLASTER APPLIED DIRECTLY
5UBFLOOR (SEE 571RUC7. A
TO MSONRY OR STONE
THICK, ]3 COAT CEMENT DWG5. FOR THICKNE55, VENEER
PLA5TER APPLIED DIRECTLY ATTACHMENT ATTACHED PER MANUF.
TO MA5ONRY OR STONE VENEER AND NAILIN�c SCHEDJ 9 RECOMMEND.
ATTACHED PER MANUF. RECOMMEND.
13'-0" °
LEDGER (SEE 5TRUCT. DWG5. 2ND FLOOR TRU55
FOR ATTACHMENT) TOP OF ra (5EE 5TRG UCT. DWG5.
BOND BEAM FOR ATTACHMENT)
11'-4"
CLG, HGT
BOND BEAM (5EE 5TRUCT.
DWG5 FOR SIZE AND REINFJ \4--1/2" LIGHT WEIGHT RD
IGID DRYWALL. BOND BEAM (5EE STRUCT.
I
I I II WG5 FOR SIZE AND REINF.)
8 -O WDW
IX2 FIRE -STOP
IX2 FIRE-5TOP
R-4.1 BATT. INSULATION
PRECAST LINTEL (SEE STRUCT.
DWG5, FOR 51ZE AND REINFJ
WINDOW ATTACHMENT 45 PER
MANUFACTURER'S
SPEC I= IC,4TIONS
5/8" THICK, 3 COAT CEMENT
X2 FIRE-5TOP
PLASTER APPLIED
DIRECTLY
FORMED AND POURED
TO MASONRY OR STONE
�---
GONCRETE SILL W/ (2)#F) CONT.
VENEER ATTACHED fi ER
5/8" THICK, 3 GOAT CEMENT
MANUF. RECOMMEND.
PLASTER APPLIED DIRECTLY
TO MASONRY OR STONE VENEER
lx2 P.T. FURRING STRIPS 2
a
ATTACHED PER MANUF. RECOMMEND.
O.G.
a" CMU (5EE 5TRUC7 DWG5.
FOR VERT. AND HoRIZ. REINFJ
iuu
1/2" GYP. WL. BD.
�
WOOD BASE
a
z�
CA
01-0
57UCC0 STOP
o
FIN. FLR. a a
STUCCO STOP
Q a
sAn
FINISH GRADE
a
= FINISH GRADE
MONOLITHIC CONC. FOOTING
(5EE STRUCT. PLANS FOR SIZE
AND REINFJ
STORY BLOCK WALL SECTION
3C,4L.E, 3/4"=1'-0"
ROOF SHEATHING (SEE
STRUCT. DWG5. FOR PLYWOOD
SHEATHING, N,41L SPACING AND TYPE).
SHEETS FOR G,45LE HEIGHT
1x2 P.T.
PRE -PRIMED F45CI4
(SEE STRUCT. FOR SIZE,
MATERIAL AND ATTACHMENT)
STUCCO SOFFIT NOT LESS THAN
1/2" TOTAL THICKNE55 OVER FELT
MTL. LATH. LAPPED NOT LESS
THAN 1" 8 FAST W/ 3/a" HEAD
GALV. NAILS (2 PER 5F MIN)
PROVIDE CONT. 3" WIDE
SCREENED VENTS W/ WIRE MESH
CORR0510N RESISTANT 1/8" MAX
OPNG. THROUGHOUT ALL
ELEVATIONS. 45 PER FBC RaO(o.
(5EE ROOF PLAN FOR
VENTILATION REQ. 4 CALCS.)
BOND BEAM (5EE STRUCT. —
DWGS FOR SIZE AND REINF.)
S/a" THICK, 3 COAT CEMENT '
PLA5TER APPLIED D IRECTLI'
TO MASONRY OR STONE VENEER
ATTACHED PER MANUF. RECOMMEND.
LEDGER (SEE 5TRUC7. DWG5.
FOR ATTACHMENT)
BOND BEAM (5EE STRUCT.—
DWGS FOR SIZE AND REINF.)
IX2 FIRE-570P
5/5" THICK, 3 COAT CEMENT
PLA5TER APPL IED DIRECTLY
TO MASONRY OR STONE VENEER
ATTACHED PER MANUF. RECOMMEND,
STUCCO STOP
FINISH GRADE
CEMENTITi0U5 TILE OVER #30 FELT TO
CONFORM W/ 4STM D 22Go, TYPE #1 OR
,45TM D 4aro J, TYPE #1 5T,4ND,4RD5
OR
NON-STRUCTURAL METAL ROOFING
OVER #30 FELT TO CONFORM W/ 45TM
D 22(o, TYPE #2
OUTRIGGER5 TO BE
TWICE THE DISTANCE
OF OVERHANG (5EE
STRUCT. DWG5, FOR
ATTA(_-HMENT)
2x4 BLOCKING
BETWEEN TRUS5E5 AT
FIRST TWO BAYS -4'-0"
O.G. CAT SHEATHING
5EAM5) 4
PRE - ENG WOOD —/
TRUS5 24" O.G. MAX
GONT. 2x4 RAT RUN
(5EE 5TRUCT. DWGSJ
R-3O BLOWN -IN IN5ULATION
1/2" LIGHT WEIGHT RIGID DRYWALL
1X2 FIi2EaSTOP
R-4.1 BATT. INSULATION
PRECAST LINTEL (5EE 5TRUCT.
DWG5. FOR 51ZE AND REINFJ
WINDOW ATTACHMENT 45 FER
MANUFACTURER'S
SPECIFICATIONS
FORMED AND POURED
CONCRETE SILL (SEE 5TRUCT.
DWG5. FOR REINFJ
5USFLOOR (5EE STRUCT.
DWG5. FOR THICKNE55,
ATTACHMENT AND NAILING
SCHEDJ
13'-0"
TOP OF BOND
BEAM
11'-4"
CLG. HGT.
1/2" LIGHT WEIGHT RIGID
DRYWALL.
HD. HGT
R-4.I BATT. INSULATION -`
PRECA5T LINTEL (5EE STRUCT.
DWG5. FOR 51ZE AND REINFJ
WINDOW ATTACHMENT 45 PER
MANUFACTURER'S
5PECIFICATIONS
lx2 FIRE -STOP
FORMED AND POURED
CONCRETE 51LL W/ (2)11E CONT.
8" CMU (SEE 571;RUC7 IDWGS.
FOR VERT. AND HORIZ. REINFJ
lx2 P.T. FURRING 57RIP5
1/2 GYP. WL. BD.
WOOD BASE
MONOLITHIC CONC. FOOTING
(5EE STRUCT. PLANS FOR SIZE
AND RE INF.)
STORY BLOCK WALL SECTION
ROOF 5HE,47HING (5EE 57RUC7.
DWG5. FOR PLYWOOD SHEATHING
NAIL SPACING 4NE) TYPE).
SHEETS FOR GABLE HEIGHT
lx2 P.T.
PRE -PRIMED FASCIA (SEE
STRUCT. FOR SIZE, MATERIAL
AND ATTACHMENT)
57UCCO SOFFIT NOT LESS THAN
1/2" TOTAL 7HICKNE55 OVE1R FELT
MTL. LATH, LAPPED NOT LESS
THAN 1" S FAST W/ 3/8" HEAD
GALV. NAIL5 (2 PER 5F MIN.)
PROVIDE CONT, 3" WIDE
5CREENED VENTS W/ WIRE MESH
CORRO5ION RE51574N7 1/8" MAX
OPNG, THROUGHOUT ALL
ELEVA710N5. A5 PER FBC RaOro.
(SEE ROOF PLAN FOR
VENTILATION REQ. 4 CALC5.)
BOND BEAM (SEE 5TRUCT.
DWGS FOR 51ZE AND REINF.)
5/8" THICK, 3 GOAT
CEMENT PLASTER APPLIED
DIRECTLY TO M,450NRY OR
STONE VENEER ATTACHED
PER M,4NUF, RECOMMEND,
2ND FLOOR TRUSS
(SEE 5TRUCT. DWG5.
FOR ATTACHMENT)
BOND BEAM (5EE STRUCT.
DWG5 FOR SIZE AND REINFJ
IX2 FIRE -STOP
5/8" THICK, 3 GOAT CEMENT
PLASTER APPLIED DIRECTLY
TO MASONRY OR 5TONE
VENEER ATTACHED PER MIANUF.
RECOMMEND,
57UCCO STOP
FINISH GRADE
iv s
.441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.albdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 70$-2468 FAX
SUBD�I-V.. &c LOT:
RIVERBED
LOT 19
170 MPH EXP. C
PROJECT#
03303. 019
MODEL:
`'HE WENTWORTH
6812
ELEV. "A"
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
CIA
JAMES CANTWELL
AR" NO 12079
PRINT 05 1215
DATE: / /
SCALE: AS NOTED I
SHEET NO:
D 3
A R C H I T E C T S
_ EL. 12'-4 3/4"
NISH SECOND FLOOR
EL, II' -I"
STAIR LANDING
EL. 0'-0"
FINISH FIRST FLOOR
A TAIL SE
C--"TION
SCALE: 1/2"=1'-0"
6812
RAIL
#12 X 2 " WD.
SCREWS
WALL SPACEfR
2x4 STUDS
16 " O.G.
2x8 BL<S.
BY 5UILDER
DRYWALL
4 STUDS
Igo" O.C.
Ka BLIGG w/ 3
d NAILS EA. END
WALLMOUNT RAIL BLOCKING DETAIL
PRODUCTION RAILING SYSTEM
RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE
RESIDENTIAL - 2010 - IN ACCORDANCE WITH SECTION - R312
MAX RADIUS -AT
NOSING 9/14
DETAIL B-1
TREAD NOSING
OiiE: I/2
NOTE:
• STAIRS RISERS TO CONFORM TO FBC 2010 3/16" MAX. VARIATION IN
RISERS/TREADS ADJACENT TO EACH OTHER 3/0" MAX. VARIATION IN
ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5E 1
3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN, 6"
WIDE ia NARROW END MIN. 11" WIDTH a 12" FROM NARROW END 3411H. MIN.
TO 35"H. MAX. HANDRAIL HGT.
• SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND
EXACT DETAILING
• THIS RAILING SYSTEM IS DESIGN TO RESIST A LOAD OF 50 PLF FOR A
CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION
AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE
SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES, FBC-SECTION R4403.7 3.6.1 2010 ED,
2 1/2" X 1 3/0" BALUSTER
ATTACHED USING (3) 010
X 3 1/2" SCREWS
42" HIGH
RAIL 1 3/0" x 5 1/4"
PALUSTERS SPACED TO
REJECT A 4" SPHERE
1 1/4" X 1 1/4" BALUSTER ATTACHED
TO FASCIA AND RAILING USING A
TITEBOND WOOD GLUE OR EQUIV.
AND NAILED W/(2) - 2" 165 NAILS
TOP AND BOTTOM.
11/1(o" X 9" FASCIA ATTACHED
USING *10 X 1 3/4" SCREWS
AIL
I CKE T
45C I A
RIM
READ
TAIR
TRINGER
RYWALL
ro
A
c'
Design
Group inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.R. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIEL_D BEACH, FL 33442
(954)482-0957 OFFICE
r
1
SUBDIV. & LOT:
RIVERBEND
LOT 19
t70 MPH EXP. C
PROJECT,#
03303.010
MODEL:
THE WENTWORTH
6812
EL,EV."A)'
GARAGE SWING:
RIGHT
PAGE:
STAIR
SECTION &
DETAILS
ARCHITECT:
STATE_ OF FLORIDA
Im
JAMES' CANTWELL
AR, NO 12079
PRINT 05 12 15
DATE:
SCALE: AS NOTED
SHEET NO:
D4
ELECTRICAL LEGEND
SYMBOL
DEHINITfON
NOTES
QUIpED WITH
125v OUTLET
FAULT INTERUPTER
F'TER
/ 20 AMP
(TAMPER RESISTANT
TYPE)
QUIpED WITH afIPIER
110V OUTLET
FAULT INTERUPTER
(TAMPER RESISTANT
TYPE)
110V OUTLET
QUIpED OTH GROUN
1/2 OF OUTLET
FAULT INTERUPTER
WIRED TO SWITCH
(TAMPER RE51ST,4NT
TYPE)
QUIPED WITH GROUN
6
110V OUTLET
FAULT INTERUPTER
(TAMPER RESISTANT
GFI
TYPE)
b220v
OUTLET
4 WIRE CONNECTION
wP
GFI
EXTERIOR
UJA OF
GROUND FAULT
INTERRUPTER
OUTLET
OUTLET
�s
5LUITCH
3
SWITCH
3 WAY OPER.
�4
SWITCH
4-W4Y OPER.
WALL MOUNTED LIGHT
l J
CEILING LIGHT
Q
VAPOR PROOF LIGHT
�1
LOJ
RECESSED CAN
I CFM PER
VENT. FAN
sQ. FT.
VENT. FAN W/LIGHT
CFM PER
SQ. FT.
2' LIGHT STRIP
4' LIGHT STRIP
2' REGE55ED
2-BULB WRAP
FLUORESCENT LIGHT
AROUND
H-
PANEL
METER
BATT. BACK-UP
•
SMOKE DETECTOR
W/ HARDWIRE
INTERCONNECTED
BATT. BACK-UP W/
HARDWIRE INTER -
CARBON MONOXIDE/
CONNECTED SHALL
CO
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
A.F.F.
CEILING BOX REQ. TO
OBE
J
J-BOX
SUPPORTED IN
ACCORDANCE W/ BOX
MARKED AS SUCH
FOR INSPECTION
CEILING BOX REQ.TO
BE SUPPORTED IN
CEILING FAN/LIGHT
ACCORDANCE U1/ BOX
MARKED AS SUCH
FOR iN5PECTION
OPTIONAL SECURITY
KP
KEYPAD
•
4P.8.
PUSH- BUTTON
FOR CHIMES
EXTERIOR WALL
RR
IRRIGATION TIMER AND
MOUNTED WEATHER
CONTROL BOX
PROOF LOW
VOLTAGE BOX
EXTERIOR WALL
❑
GABLE / TV
MOUNTED WEATHER
BOX
PROOF LOUD
VOLTAGE BOX
P/D
PHONE / DATA
EXTERIOR WALL
MOUNTED WEATHER
BOX
PROOF LOUT
VOLTAGE BOX
CHIME
CHIME, vERIFY MOUNTED
HE (GHT IN FIELD
FLOOD
LIGHT
PENDANT
LIGHT
`J
FAN BOX W/ 3-WIRE
----�
UNDER/OvER
CABINET LIGHTING
SURROUND
SOUND
NOTE5:
• LOCATION OF TV JACKS 8 PHONE OUTLETS & FANS TO
BE VERIFIED a HOMEOWNER F RE -CONSTRUCTION
I`1EETING
• 20 AMP DEDICATED LAUNDRY CIRCUIT / REF.
• GFI '4 ISLAND (NOT ON KITCHEN CIRCUIT).
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL.
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CFM INTERMITTENT. (FBC 2010, RESIDENTIAL CODE
TABLE P11507.3).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTEGTION FOR
PERSONNEL 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 SO OPERATION OF ANY OF THEM SHALL
CAUSE THE ALARM SOUNDING DEVICES ON 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 `IELD.
• SMOKE DETECTOR SHALL BE PROVIDED IN EACH
BEDROOM AND HALLWAY. 17 SHALL BE HARDWIRED,
AND HAVE BATTERY BACKUPS.
• CARBON MONOXIDE/ SMOKE DETECTOR COMBO
SHALL BE INSTALLED WITHIN 10' OF BEDROOMS.
• ALL OUTSIDE DEVICES a COVERS NEED TO BE
WEATHER RESISTANT PER NEC 2000.
• ALL 15A 8 20A RECEPTACLES SHALL BE TAMPERED
RESISTANT PER NEC 2008.
(3) 1/0 7HHN/7I 4LA CONDUCTORS,
(1) & TH4HN/THWN COPPER GROUND
IN 2"CONDUIT.
(3) 1* 210 TLILJN
IN 2 "CONDUIT.
LC7FICAL
INTER5YSTE1" i 50ND ING
TERMINAL AT LOW VOLT,4GF=
CONNECTIONS
PROVIDE #4 TI44N/THUJN COPPER
CONNECTED TO CONCRETE
ENCASED FOOTER STEEL AND
TO COLD LUATER PIPE PER
NEED 2008 250,
NOTE: IF fi VC IS USED THERE IS
NO 50ND/GROUND TO COLD WATER
PIPE,
5/S'DIA X 8F7 LONG
GAL-V. GROUND ROD
NOTE:
ELECTfRICAL M4TERIAL,3 AND INSTALL 4TlONS SH>4LL
COMPLY UJ/ 4PPLIC45LE PROVISIONS OF THE NATIONAL
ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER CO.
LOAD CALCULATIONS ONE FAMI LY DWELLI NG WITH HEAT PUMP
(NEC CODE #D2)
HOUSE PLAN: L 5691 IMODIL
5691 SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. .
.EA_
17073
2
20 AMP APPLIANCE CIRCUIT AT 1500 VA
3,000
1
LAUNDRY CIRCUIT AT
1,500
1
RANGE AT NAMEPLATE RATING OR COOKTOP/ OVEN
12,000
1
WATER HE-ATER
4,500
1
DISHWASHER
1,200
1
CLOTHES PRYER
5,000
1
DISPOSAL-
500
1
MICROWAVE
1,500
1
REF.
1,200
SUBTOTAL OF GEN LRAL L0. C'
4;7473
FIRST 10 KVA OF GENERAL LOAD AT 100%
10,000
REMAINDER OF (,6 NERAL LOAD AT40%
137473
IVA. X
0.4
14989.2
TOTAL N ET G EN ERA L LOAD
24,989
4TON HEAT PUMP #1 28AMP X 240 VA
6720
2.5 TON HEAT PUMP #2 21 AMP X 240 VA
5040
10 KW ELECTRIC HEAT AT 65%
6500
5 KW ELECTRIC HEAT AT65%
3250
NET GENERAL LOAD
NETTOTAL HEAT
TOTAL LOAD
24,989
21510
46,499
FUTURE GROWTH
CA.LCI,;LATED LOAD FOR SERVICE
51,149 VA/ 240 V=
300 AMP SERVICE REQUIRED
10 % 4649.92
213 AMP
NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210
12 REQUIREMENTS. _
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS:
3000 VA @ 100%, REMAINDER @ 35%
NET LOAD
RANGE: 12,000 C) 70%
DRYER: 5,000 @ 70%
TOTAL
NEUTRAL AMPACI tY: 18,489/240 = 78 A
#2ALMINIMUM IA LUTRAL CON DUCTOR.
14,283 VA
6,949 VA
8,400 VA
3,500 VA
18,849 VA
NOTES:
ALL 5RANCH CIRCUITS IN ALL HAE31TA5LE
ROOMS ARE TO SE PROTECTED E3i AN
ARC -FAULT INTERRUPTER LISTED TO PROVIDE
PROTECTION OF ENTIRE 5RANCI-4 CIRCUIT
m
'-- ---------- COACH
LIGLLiT
ELEC-11TRICAL
FIRST FLOOR PLAN
ELEVATION "A"
SPANISH
/ � COACT -I
L IGHT
A R C H I T E C T S
ve '
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abd+esigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
(9,54)708-2468 FAX
®-
SUBDIV. & LOT:
PIVEIMEND
LOT 19
170 Mr'L-'H Exp. C
PROJECT,#
03303.019
MODEL:
THE WENTWORTH
6on12
ELIE N T 99 A99
GARAGE SWING:
RIGHT
PAGE:
F11ii)IS T FLOD O R
PLAN
TARCHITECT:
TE OF FLORIDA
4
m
PRINT
DAT 05/12/15
SCALE: AS NOTED
SHEET NO:
A R C M I T E C T S
ELECTIRIGAL LEGEND
5'7 M50L
DEFINITION
NOTES
125V OUTLET
QUIPED WITH GROUNC
FAULT INTERUPTER
20 AMP
(TAMPER RESISTANT
TYPE)
QUIPED WITH
IIOv OUTLET
FAULT PTER
R RESISTANT
(TAMPER RESISTANT
TYPE)
lov OUTLET
QUIPED WITH ROUN
1/2 OF OUTLET
PTER
FAULT INTERUTER
(i�lj
WIRED TO SWITCH
(TAMPER RESISTANT
J�■
TYPE)
QUIPED WITH GROUN
FAULT INTERUPTER
110V OUTLET
(TAMPER RESISTANT
C,FI
TYPE)
dl—
220v OUTLET
4 WIRE CONNECTION
UP
EXTERIOR
WATERPROOF
GROUND FAULT
INTERRUPTER
OUTLET
SWITCH
3
SWITCH
3-WAY OPER.
IS¢
SWITCH
4-W14Y OPER,
9_
WALL MOUNTED LIGHT
3:�
CEILING LIGHT
it
Q
vAPOR PROOF LIGHT
JVf=
01
RECESSED CAN
1 CFM PER
VENT. FAN
SQ. FT.
vENT. FAN W/LIGHT
I CFM PER
j�
SQ. FT.
2' LIGHT STRIP
4' LIGHT STRIP
uuuuuuuu
2' RECESSED
2-5UL5 WRAP
FLUORESCENT LIGHT
AROUND
®
PANEL
METER
GATT. BACK-UP
O
SMOKE DETECTOR
W/ HARDWIRE
5 D
NTERCONNECTED
GATT. BACK-UP W/
CARBON MONOXIDE/
HARDWIRE INTER -
CONNECTED SHALL
S/GD
SMOKE DETECTOR COMBO
BE A DISTANCE
OF NOT LESS THEN 4"
FROM WALL
.
TELEPHONE JACK
WATER HEAT.
WH
DISCONNECT
A/G
AIR. COND. DISCONNECT
TV.
TELEVISION JACK
a5' A.F.F.
CEILING BOX REQ. TO
O
J-Box
BE SUPPORTED IN
ACCORDANCE W/ BOX
MARKED AS SUCH
FOR INSPECTION
CEILING BOX REQ.TO
BE SUPPORTED IN
CEILING FAN/LIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH
FOR INSPECTION
OPTIONAL SECURITY
KP
KEYPAD
• P.B.
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
PROOF LOW
vOL E BOX
EXTERIOR WALL
PHONE / DATA
MOUNTED WEATHER
P/D
BOX
PROOF LOW
VOLTAGE BOX
CHIME, VERIFY MOUNTED
C IME
HEIGHT IN FIELD
FLOOD
LIGHT
PENDANT
LIGHT
FAN BOX W/ 3-WIRE
----�
UNDER/OVER
CABINET LIGHTING
SURROUND
SOUND
NOTES:
• LOCATION OF Tv JACKS 4 PHONE OUTLETS 4 PANS TO
BE VERIFIED e, HOMEOWNER PRE -CONSTRUCTION
MEETING.
• 20 AMP DEDICATED LAUNDRY CIRCUIT / REF.
• GFI m ISLAND (NOT ON KITCHEN CIRCUIT).
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL-
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CFM INTERMITTENT. (FBC 2010, RESIDENTIAL CODE
TABLE 1" 11501.3).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT - INTERRUPTER PROTEGTION FOR
PERSONNEL ON FEEDERS.
• SINGLE STATION SMOKE DETECTORS TO NAVE
BATTERY BACK-UP AND TO BE CONNECTED AT HEAD
OF ANY SWITCH. INTER CONNECT ALL SMOKE
DETECTORS SO OPERATION OF ANY OF THEM SHALL
CAUSE THE ALARM SOUNDING DEVICES ON ALL
SMOKE DETECTORS WITHIN THE DWELLING UNIT TO
SOUND.
• SINGLE STATION SMOKE DE fECTORS SHALL BE
INSTALLED MIN. 3' FROM ANY A/C REGISTER,
BATHROOM, OR KITCHEN DOORS. CONTRACTOR TO
VERIFY IN FIELD-
• SMOKE DETECTOR SHALL BE 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 COvERS NEED TO BE
WEATHER RESISTANT PER NEC 2005.
• ALL 154 4 20A RECEPTACLES SHALL BE TAMPERED
RESISTANT PER NEC 2008.
L
I
I
I
I
I
I
I
I
— — — — — — — — — — — — — — — — — — — — — — — -
E L E u"' T R I C' A L
SEC"OND FLOOR PLAN
ELEVATION ,. A>,
SPANISH
SLEEPING ROOMS PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF 5 SQ. FT. FOV4' GROUND FLOORS,
5.7 SQ. F d. FOR UPPER FLOORS. OPENINGS
SHALL NOT BE LESS THAN 24'FI OR 20'W
SILL NOT MORE THAN 44" AROVE FLnoR.
A CARP30, N MONOXIDE ALANeA Sr aALL
BE IN.S;TAI, LE IN ACCORDANCE
WITH V .C. WULE 91340472 WITHIN
TEN FEET OF EACH ROOM USED FOR
SLEEPING PURPOSES,
I
ROVt D--EL$°-Tfi ; m — -
DETECTOR S WITH BATTERY
BACK - UP IN ALL SLEEPING
AREAS AND STAIR LANDING
V'A RED Sf.) THAT THE ACTIVATK)N
OFAN!V DETECTOR WILL Ac-nVA TE ALL..
Design
Groupinc.
1441 N. RONALD REAGAN BLVD.
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
1954 708-2468 FAX
SUBDIV. & LOT:
RIVERBEND
LO T 19
170 MPH EXP. C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
6ul2
ELEV.
99 A"
GARAGE SWING:
'IRIGHT
PAGE:
ELECTRICAL
SECOND FLOOR
P LAN
ARCHITECT:
STATE OF FLORIDA
JA S CANTWELL
N() 12079
P NT 05 1215
D TE:
SCALE: AS NOTED
SHEET NO:
E 2
ARCHITECTS
�E
"--N
GXAS Rl."-.ER DiAkGRAM
N.T.S.
NATURAL GAS 2'=S1 &T'STFI`-1 W1 REGULATORS
LONGEST RJN--'�-1
E3TU = I( 2,000
UJ,4TEiRCREeT AND TI-4E 0,4<5 ONLi
5TUE3 Uf=' FOR F=FEADO
G,4TF: VALVE
(T�- f=,) -
NEAT 7f;R,4F
'44(--UJM RELIEF VALVE
=-XF,4N6!ON -r4N<
I`-14NU,4L SHUT OFF
VALVE ON INSIDE WALL
5OX ID 00" A.F.F.
SHUT OFF V14LVE
NOT 70 5E /45'/. CLG.
r-1,41N SHUT OFF
V,4LVE
2 F=lei
:2;,46 METER
5i' G145 CO.
(EXTERIOR WALL OF
SUTLER'S f=,ANTR*,)
4 PREaa, RELIEF
ROUTE
FROJ7F- f=lf=ING 70ZINC &17-= TO
DRAIN ON GRADE :-R,41N 1=4NI,
3/4 " fl 4 7 Fiz
`N57,4LLEF-) IN 4 I`-1,4NNER F=if=E 7ERl`l[l
H,4T DOES NOT CAUSE 450VE
FF
PERSONAL !NJURi' TO
-'3CCUF:',4N'7a IN. THE
&TRuCTU�A- D41 IAGE
SLEEVE 4NE) SEAL DRAIN PIPING
0 THE
THf;RU WALL. f=R0Vl[)E MESHVALVE
SCREEN ON OUTLET OF f=IF-F.
WATER HEATER
PLUMBING LEGEND
-- � LIJ,4eTE
I
DETI N-IL (TYP.)
,4/C LINES FROM UNIT TO CCNE)EN&ER WILL 5E RUN CvERI-4E,4[)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAMNG INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
(924)708-2468 FAX
SsUBDIVR. &
NLOT
:
RI
VEB
ED
LOT t9
,70 MPH EXR C
PROJECT#
03303. 019
MODEL:
iTHE WENTWO RTH
6812
ELEV. )I A"
GARAGE SWING:
RIGHT
PAGE:
PLUMBING
FIRST FLOOR
PLAN
ARCHITECT:
f STATE OF FLORIDAI
SPA
W,
i
PRINT 05/12 15
DA
S LE: AS NOTED]
SHEET NO:
pI
A R C H I T E C TS
PLUMBING SCHEDULE
WATER
I10.
DESCRIPITION
WASTE
REMARKS (GPM)
COLD
HOT
UJC
WATER GLOSET
3"
1/2"
1.28 CTALLONS PER FLUSHING GYCLE
L4V.
L4V4TORY
1 1/4"
1/2"
1/2"
I.F�) CrtPI" I (00 PSI
TU5/
SNUJR
TU5 / SNOUJER (2)
1 1/2"
1/2"
1/2"
La GPM (00 PSI
G;.T.
G4RDEN TU5 (1)
1 1/2"
1/2"
1/2"
15 GPM ' ro0 P&I
544w'R
SNOLJER C)
2"
1/2"
1/2"
C;PM e b0 i=51
SINK
KITCHEN SINK (2)
21)
I/2"
/2"
1.5 r3PM � &0 PSl
UU4TER FACTOR OF 0, OR LOUJER (ENERGY
UJ
CLOTHES UJ4&HER (2)
2"
I/2"
1/2"
5T4R / UJATED SENSE CERTIFIED)
pUJ
DISH UJ45+-ER (2)
1" 1UJ
—
1/2°
ro.5 C34LLON& PER CYCLE OR LESS
(ENERG'T- STAR / LJ4TER SENSE CERTIFIED)
REF.
REFRIGERATOR (2)
1/2°
UNDER COUNTED 45
SELEGTELi E3Y OUJNER
C) PROVIDE 4NT1-&C,4LD VALVE.
(2) PROVIDE MECH SHOCK ,455OR5ER TO E4CI 4 SUPPLY
w
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
KITCHEN SINK
1
x
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
z
UJ4&NER
3"
1/8"
2
L.4UN1DR1' TU5
1 1/4"
1/5"
2
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
Q
LAVATORY
1 1/4"
w
147ER CL05E7
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
LAVATORY
1 1/4"
1/4"
1
UU4TER CLOSET
3"
1/0,"
3
TU5
1 1/2"
1/4"
2
0-)
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
xLAVATORY
1 1/4"
1/4"
1
UUATER CLOSET
3"
TUE3
1 1/2"
1/4"
2
,It
zltz
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
LAVATORY
1 1/4"
x
E-
L4TER CL05ET
3"
"
3
SNODUED
1 1/2"
li4"
2
211
VTR III
211
VTR
i
i
i
i
i
21111
TU5/
&HUJ1 I
211
1 1/2°—
J
2 UJ4Y C.O.
4" SANITARY
SELER.
SEE CIVIL
DUJGS FOR
CONT.
]FIXTURE
WATER
L4VA70RY
1/2"
NOT-
1/2"
COLD
TU5
SI-�OUJE�
1/2"
1112"
NOT-
14OT-
1/2"
1/2"
COLD
COLD
UJ45NER
1/2"
NOT-
1/2"
COLD
KITCHEN SINK
1/2"
NOT-
1/2"
COLD
UJ4TED CLOSET
1/2"
COLD
REF.
1/2"
COLD
16I.5,
1/2
COLD
NOTE: S4N174FT'
2" OF: LESS 1/4" / FOOT SLOPE O\/ER 2"
)/8" / FOOT SLOPE PITCH TO 5E UN1=0RM
7# 4FOUG; °-LOUT 57R,41r;;H7 FUN&
M4TER14LS:
4, COLD UJ47ER PIFINC3 DOUJN&7RE41`-1 OF
UJ47ER METER SH4LL E3E PVC OUTSIDE OF
5UILDING AND 5ELOUJ GROUND, PEX INSIDE
OF 5U I L D ING
B. 54N74RY UJ457E 5N,4LL 5E P .V.0 SGN. 40
C. GONDEN547E DRAIN PIPE 6H,4LL E3E 5CN,
40, PVG RIPE AND FITTING&
D. UJ47ER RELIEF AND DRAIN LINE 5>y4LL PE
TYPE CPVC OR COPPER MIN. 3/4" D14.
L
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
L4V4TORY
1 1/4"
1/4"
1
UJATER CLOSET
TU5
1 1/2"
1/4"
2
c
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
LAVATORY
1 1/4"
1/4"
1
UJ4TER CLOSET
5�-OUJER
1 1/2"
1/4"
2
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
L4VA70RY
1 1/4"
1/4"
1
ocl
LJ47ER CLOSET
FIXTURE
SANITARY
PITCH
FIXTURE UNITS
x
LAVATORY
1 1/-4
�
LAVATORY
1 1/4"
1/4"
i
UJATEF, CLO&ET
3°
I/a"
UJ4TER CLOSET
3"
1/8"
3
&HOWER
1 1/2 "
1/4"
2
TUB
1 1/2"
1/4"
2
TOTAL= 56
2"
VTR-'i`
Tl15/ 5I4UJR �l 1/2
I h , , I
V \
1 1/2 �,
41R
>� 4CMITT4NCE
VALVE
D.uJ
I
R
UJ.C, I
I
L—
� uONDFLOOR
I
DRAINAG-7EPLAN
&GALE: 1/4" = 1'-0"
PLUMBING LEGEND
I
I
I LU4STE
I
` J 4/C L1NE5 FROM UNIT TO CONDENSER UJILL E�E RUN OVERT-{EAiJ
J
Design
U inc.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.<ibdesigngroup.com
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
SUBDIV. & LOT:
791
BIVERBEND
LOT 19
170 MPH EXP. C
PROJECT#
03303. 019
MODEL:
THE WENTWORTH
6812
GARAGE SWING:
RIGHT
PAGE:
PLUMBING
SECOND FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
JAME NTWELL
A N 12079
PR T 05 1215
DA E:
SCALE: AS NOTED 1
SHEET NO:
P 2
SELECTION BASE ON
FAN DATA
FAN MOTOR
DESIGNATION
NON TONS
MODEL NUMBER
HEATER
SUPPLY
CFM OA
SP
EXTWG IN
H.P.
AMPS
AHU-1
2.5
FB4CNP030
5KW
1000
-----
0.3
1/3
2.8
AHU-2
4.0
FB4CNP060
8KW
1600
-----
0.3
3/4
6.0
AHU-3
3.0
FB4CNP042
8KW
1200
--- -
0.3
112
4.1
CONDENSING
UNIT SCHEDULE
SELECTION BASE ON
COMPRESSOR DATA
FAN MOTOR
EFFICIENCY
DESIGNATION
NON TONS
MODEL NUMBER
LRA
RLA
H.P.
AMPS
SEER
COP
HP-1
2.5
CH14NA03000G
16.0
77.0
1/10
0.75
14.0
N/A
HP-2
4.0
CH14NA0480OG
21.8
117.0
1/4
1.40
14.0
N/A
HP-3
3.5
CH14N k042000
19.9
109.0
1/10
0.75
14.0
N/A
AC # 1:
PLENUM:
16"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
AC#2:
PLENUM:
19"X12" S/A
SUCTION LINE:
1-1/8" COPPER W/3/4" CLOSED CELL INSULATION
LIQUID LINE:
3/8" COPPER
CONDENSATE:
3/4" PVC SCHEDULE 40
AC # 1:
PLENUM:
19"X12" S/A, 19"X20" R/A
SUCTION LINE:
7/8" COPPER W/1/2" CLOSED CELL INSULATION
LIQUID LINE:
3/8" COPPER
CONDENSATE:
3/4" PVC SCHEDULE 40
AIR HANDLING UNIT SCHEDULE
CAPACITIES (MBH)
STRIP HEATER (AUX)
COOLING
TOTAL
COOLING
SENS.
COOLING
LAT.
HEATING
TOTAL
HEATING
HSPF
HEATING
TOTAL
K.W.
STEPS
30.0
22.5
7.5
29.6
8.2
16.4
4.8
1
44.5
34.125
10.375
45.0
8.2
25.9
7.8
1
35.8
1 26.85
1 8.95
34.2
1 8.5
1 25.9
1 7.8
1
ELECTRICAL DATA
VOLT
PHASE
HTR AMPS
MCA
230/1
20.0
29.0
230/1
32.0
48.5
23011
32.0
48.5
ELECTRICAL DATA
VOLT MCA MOCP WT(LBS) DIMENSION (L X W X H)
PHASE
23011 20.8 30 172 31 3/16 X 31 3/16 X 39 1/8
230/1 28.7 50 221 31 3116 X 31 3/16 X 31 13116
230/1 25.7 40 198 31 3116 X 31 3116 X 28 7/16
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 CONDENSING 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..
IST FLOOR VAC
L
CEILING
STRUCTURE
REF
LINE
VENTED
TRAP
COND.
LINE TRAP
MOCP
WT. (LBS)
DIMENSION(H X W X D)
30
122
49 5/8 X 17 5/8 X 22 1116
50
157
49 5/8 X 21 1 /8 X 22 1 /16
50
122
49 5/8 X 17 5/8 X 22 1/16
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
C/U TIE DOWN TO
COMPLY WITH
-- 71.12
.PPROVED BMP
IE DOWN CLIPS
)NE CLIP PER SII
3 -#12 SCREWS I
2 -1/4" TAPCONS
BMP 1,- ". .
GALV. CLIPS
1A PRODUCT APP.#
FL1 4239
CU MOUNTING DET,
N.T.S.
"SLAB
FLOOD LEVEL
ELEVATION
FLEX DUCT LOCATION SHOWN /N PLAN /S
SCHEMATIC AND TO BE ADJUSTED AT JOB
SITE TO ACCOMMODATE FIELD CONDITIONS.
DUCT WORK
NED
I AS PER ACCA MANUAL D.
t
2ND FLOOR HVAC
11-ST"D
EYE BOLT 1/4" X 2"
WITH LOCK WASHER &
TR
WATER SENSOR SWITCH ATTACHED
TO SECONDARY DRAIN OF AHU.
SENSOR SWITCH IS WIRED INTO
HAN
SYSTEM CIRCUIT TO SHUT SYSTEM
CH
OFF IF ALERTED BY SENSOR, THAT
WATER LEVELS ARE HIGH.
®®® COOLING COIL FAN
00
o ® COND. DRAIN
® ROUTE AS
DIRECTED
2►►
1
JSS
SING
AIM
1 N. 2►►
SUPPORT
LAIL (TYP)
AUXILLARY
DRAIN PAN
SUSPENDED AIR HANDLER UNIT DRAIN PAN
AUX. DRAIN PAN DETAIL SEE STRUCTURAL
N.T.S. PLANS FOR DETAIL
4"MIN.
4"MIN.
AHU
PROVIDE 4" MIN M CLEARANCE
ON ALL SIDES OF AHU
CLOSET INT DIM TO BE 12" WIDER
THAN AHU
AS PERM 1305.1.1
BROAN #688
EF-1
50 CFM
W/4" O V.T.O.
BROAN #784
EF-2
80 CFM
W/4"O V.T.O.
•
Dennis
Digitally signed by Dennis
Duff
DN: cn=Dennis Duff,
o=Engineered Air LLC, ou,
Duff
email=Dennisd@engineered
c=US
Datte :2 201 015'05.15 11:00:45
Date:
-04'00'
THE DESIGN PLANS AND SPECIFICATIONS INDICATED
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.
DRAWIN�ISDIAGRAMMTATIC AND ACTUAL LAYOUTCAGE DUE O FIELD CONDITIONS.
PLAN HISTORY
PLAN STARTED 05.01.15
REVISED: CHANGE LOT FROM 44 TO 19 05.15.15
z
®
(D
U
J
J
DRAWING INFO
ENGINEERED AIR LLC
AIR CONDITIONING
CONTRACTOR:
2520 N. ANDREWS AVENUE
POMPANO BEACH, FLORIDA 33064
PHONE: (954) 974-7277
FAX. (954) 973-1883
DENNIS A. DUFF
FLORIDA LICENSE # EAC045860
STANDARD PACIFIC
RtVERBEND
WENTWORTH
6812
DRAWING SCALE:
LOT NUMBER:
3/1691=1►-0►'
19
DRAWING COMPLETED BY:
JOSE V.
DRAWING CHECKED BY:
CHRIS W.
DRAWING NUMBER:
PAGE DESIGNATION:
209889
M 1
A R C H IT E C TS
GENERAL NOTES
1. IT 15 THE SUB CONTRACTORS 50LE RE5PON515ILITY TO DETERIINE ERECTION PROCEDURE
AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND F-6 COMPONENT PART5
DURING ERECTION. TH15 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF
WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY.
2. DE51GN LIVE LOADS
ROOF 20 P5F
ELEVATED FLOORS 40 P5F
BALCONY 60 P5p
3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2010
a) BASIC WIND SPEED = 110 MPH
b) BUILDING CATAGORY II
c) EXP05URE "C"
d)INTERNAL PRE55URE COEFFICIENT ±0.18 FULLY ENCL05ED 5TRUCTURE
COMPONENTS AND CLADDING (A5D): +4038, -52,11 P5F FOR DESIGN WIND PRESSURES.
FOUNDATIONS
1. FOUNDATION DESIGN 15 BASED ON AN ALLOWABLE 501L BEARING PRESSURE OF
2500 P5F. WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL
ENGINEER PRIOR TO THE START OF WORK
2. PLACE FOOTING5/6LA5 ON COMPACTED SOIL. FOLLOW RECOM11ENDATION5
OF 5011-5 REPORT.
CA5T-IN-PLACE CONCRETE
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P51 AT
28 DAYS, HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 -i® AIR
ENTRAINMENT.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED 131LLE:T STEEL
CONFORMING TO A5TM A-615 GRADE 60.
3. WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185. WWF SHALL BE
LAPPED AT LEAST 811 AND CONTAIN AT LEAST ONE GROSS WIRE WITHIN
THE S" LAP. THE FIBER MESH REINF. GONG. 15 ACCEPTABLE ALTERNATIVE.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 315-08.
5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE 5TRUCTURF,5" ACI 315.
6. SUB CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENIN05, SLEEVES, ANCHOR
5OLT5, INSERTS, ETC., A5 REQUIRED BY OTHER TRADES BEFOKF CONCRETE
15 PLACED.
1. SUB CONTRACTOR SHALL PROVIDE 5PACER5, CHAIRS, 5OL5TER5, ETC.,
NECESSARY TO SUPPORT REINFORCING STEEL.
8. ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOF' REQUIRED
CONSTRUCTION JOINTS.
9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT-
311- - - - - - - - -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED T C E ART(
1-1/2 ALL OTHER CA5E5.
10. HORIZONTAL SLAB BARS SHALL BE BENT 1'-6" AROUND CORNERS, OR
PROVIDE CORNER BARS WITH A T-O" LAP ON EACH LEG.
11. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 25 INCHF :%
WOOD CONSTRUCTION
1. WOOD CONSTRICTION SHALL CONFORM TO THE ND5 "NATIONAL �)E51G:N SPEC F CA T .ON
FOR WOOD CONSTRUCTION", LATEST EDITION.
2. ALL BEARING WALL STUDS WOOD FRAMING SHALL BE NO.2 5OUT 'ERN YELLOW PINE.
ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 5-JD5 SPACED AT 24"
O.G. (ALT. 25 GAGE METAL MAY BE USE IN LIEU OF WOOD)
6, ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE
PRESSURE TREATED OR WRAPPED W/ 30# ROOFING FELT.
1. WALL SHEATHING SHALL BE 15/32" CDX PLYWOOD SHEATHING W/ ad NAILS AT
4" O.C. AT ALL EDGE SUPPORTS, AND ad NAILS AT roll O.C. AT ALL INTERMEDIATE
SUPPORTS. PROVIDE 50LID 2x BLOCKING AT ALL SHEET EDGES.
8. 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.G. AT SUPPORTED EDGES, AND 10d NAILS AT 10°" O.C.AT
INTERMEDIATE SUPPORTS. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS
WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS.
9. ROOF SHEATHING SHALL BE 5/8" C-D PLYWOOD (2411(o RATING), NAILED
PER ROOF SHEATHING FASTENING SCHEDULE. PROVIDE ONE PLYWOOD CLIP PER SPAN
BETWEEN SHEET EDGE5. PROVIDE 5OL11D 2x4 BLOCKING BETWEEN 5UPPORT5 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.
-AV
offi����
11. NAILING SCHEDULE:
CONNECTION COMMON NAIL NUMBER OR SPACING
50LE PLATE TO TRU55 OR BLOCKING
16d
811 O.C.
STUD TO SOLE PLATE, TOE NAIL
ad
4
DOUBLE STUDS, FACE NAIL
16d
1211 O.C.
DOUBLE TOP PLATES, FACE NAIL
16d
1211 O.C.
TOP PLATES LAPS AND INTERSECTIONS
16d
3
TRU55E5, LAPS OVER WALLS, FACE NAIL
16d
4
BUILT-UP CORNER STUDS
16d
1211 O.C.
STUDS TO 50LE PLATE, END NAIL
I6d
2
1. ALL PREFABRICATED WOOD TRU55E5 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 DE51GNED IN ACCORDANCE WITH THE LATEST
EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR 5TRE55-GRADE LUMBER Air
ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS
3. TRU55 MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE
5TRE55 INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRU55E5 ONLY) TO WITHSTAND
THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
4. TRU55 MANUFACTURER SHALL SUBMIT SHOP DRAWIN616 AND DE51GN NOTES WITH A
FLORIDA REGISTERED ENGINEER'S 5EAL FOR APPROVAL BY .rHE ARCHITECT AND ENGINEER DE51GN
NOTES TO INCLUDE THE RATED LOAD CAPACITY Or THE CONNECTORS USED TO SEC,:URE
THE MEMBERS, CERTIFICATION OF THE CONNECTOR (7,APACITIE5 AND MANUFACTURE R'S
LICENSE TO FABRICATE TRU55E5 UTILIZING THE CONNECTOR SYSTEM PROP05ED.
5, THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SNOWING
SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND ENGINEER
BEFORE FABRICATION HAS BEGUN.
6. BRIDGING FOR PRE-ENGINEERED TRU55E5 SHALL BE AS REQUIRED BY TRU55
MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLE55 NOTED ON PLANS. ALSO
WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRU55E5 EXCEEDS 1111 PROVIDE
CONTINUOUS 2x4 LET IN.
1, DESIGN LOADS - DEAD LOADS:
ROOF TRU55E5
FLOOR TRU55E5
3. PLACE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATES AT THE TOP OF ALL
STUD BEARING WALLS. DOUBLE TOP PLATES CAN ONLY 5PLIGE AT A SUPPORT ONE AT
A TIME. 2x 50LE PLATES AT THE EDGES OF SLABS SHALL BE A-TACHED TO THE
SLAB WITH 1/2" READ HEAD (OR EQUIVALENT PRODUCT) ANCHOR 5005 AT 32" O.C. W/ 5" EMBEDMENT.
AT INTERIOR 5TUD WALLS PROVIDE EITHER READ HEAD (OR EQUIVALENT PRODUCT) 1516 51DC (WITH 2 1/8"
LG, 5/64" THICK WASHERS) POWDER DRIVEN FASTENERS AT 8" ORN CENTER, OR 1/2" DIAMETER
READ HEAD (OR EQUIVALENT PRODUCT) ANCHOR BOLTS, WITI-, 5" EMBEDMENT, AT 32" ON CENTER.
RED -HEAP FASTENERS OF EQUIVALENT SIZES MAY BE USED. ALL OTHER 5U55TITUTION6
MUST BE APPROVED BY ADVANCED 5TRUCTURAL ENGINEERING PRIOR TO INSTALLATION.
4. STUDS SHALL BE DOUBLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS.
AT SHEAR WALLS.
5. WOOD LINTELS OVER OPENINGS 5HALL BE AS NOTED ON THE PLANS. DOUBLE WALL
STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT OPENING UP TO 3°-0
FROM OPENING Y-0" TO 5'-6" PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS
BEARINGS, ONE STUD FULL HEIGHT OF WALL) FROM OPENING 5'-6" TO T-611 PROVIDE
FOUR WALL STUDS (TWO STUDS BEARINGS, TWO 5TUD FULL HEIG0T OF WALL). NAIL 5TUD5
TOGETHER WITH 12d NAILS 6 12" O.G. EACH PLY. THE REQUIREMENT DOES NOT APPLY
TO INTERIOR NON -LOAD BEARING WALLS. LINTEL5 SHALL BE NO.2 SOUTHERN YELLOW PINE.
ni n- Ati IIt Ir m/1/-r-m I/9 (�
D TH
MASONRY WALL CONSTRUCTION
I HOLLOW LOAD BEARING UNITS 5HALL BE NORMAL FIGHT, GRADE N, TYPE 2, CONFORMING
TO ASTM 090, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 P51 (f'm = 1500
P5 U.
2 MORTAR SHALL BE TYPE M OR 5, CONFORMING TO A5TM C210.
3 COURSE GROUT SHALL CONFORM TO ASTM C416 WITH A MAXIMUM AGGREGATE 51ZE OF
3/8" AND A MINIMUM COMPRE551VE STRENGTH OF 3,000 P51.
ImIllimmg- • /I • - •
TRU55 NOTES
11 T45 DESIGN MEETS THE REQUIRMENT5 OF ACI 530 A5CE 1-10.
��-
NET UPLIFT LOAD ASCE 1-10
ZONE 1 ® 29.2 P5F
ZONE 2 = 48.86 P5F
ZONE 3 = 503 P5F
a = 4 FEET
5A51C WIND SPEED 110 MPH
WIND EXP05URE C. R15K CATEGORY 11
INTERNAL PRESSURE COEFFICIENT= +/- 0.15
WINDOW & DOOR WIND PIF'.ESSURES
170 MPH WIND ZONE EXPOSURE C
BUILDING CATEGORY II
OPENING 51ZE
ZONE 4 ( INTERIOR)
ZONE 15 (EXTERIOR)**
10 5QFT
+44.18 l -48.55
+44.18 I -59.98
20 5QFT
+42.11 ! -46.54
+,42,11 / -5589
50 SQFT
+40.07 l -43,54
+40.01 / -50.53
100 5QFT
+38.09 1 -41.81
+3609 / -4654
**END ZONE 15 DEFINED AS AN ARZEA WITHIN 5'
FROM THE EDGE OF THE BUILDING
STANDARD WINDOWS AND DOORS WIL.1 GENERALLY
FALL INTO THE 10 TO 20 5Q_ FT. CATS"SO .Y.
STANDARD DOUBLE SLIDING GLA55 1:)OOR5 WILL
GENERALLY FALL INTO THE 20 TO 5l"' SQ. FT.
CATEGORY. STANDARD DOUBLE GARZAGE DOOR5
WILL GENERALLY FALL INTO THE 50 "0 100 SQ. FT.
CATEGORY. IN NO CASE SHALL THE DOOR OR WINDOW
DESIGN PRESSURE BE LESS THAN 22' P5F..
1. TRUSS MANUFACTURER 15 RE5PON51BLE FOR THE DE:I'dGN OF
ANY BRIDGING OR BRACING REQUIRED TO BRACE -' HE TRU55
BOTTOM CHORDS FOR WIND UPLIFT.
2. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS,
OVERHANGS AND BEARING CONDITIONS.
3. THE CON,NEC T !k-"1/N OF TRU55 TO TRU55 SHALL BE PROVIDED 5'1-
THE TRU55 MANUFACTUROR.
4, VERIFY TRU55 CONFIGUR :TION WITH ARCH DRWG PF,10R TO
CON5TR.ICTION.
FASTENER 5UB5TITUTION5:
ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING
FASTENERS ARE ACCEPTABLE 5U55TITUTIONS. THE ALTERNATE FAASTENERS
5HALL BE SPACED AT THE 5AME SPACING AS THE SCHEDULED FASTENERS.
SCHEDULED FASTENER ALTERNATE FA5TENER
8d COMMON NAIL 8d RING 5HANK NAIL
8d SCREW SHANK NAIL
0.131 P-NAIL
10d COMMON NAIL 10d RING SHANK NAIL
10d SCREW SHANK NAIL
0.148 P-NAIL
rod COOLER NAIL 16 x 1 1/4" TYPE 5 OR W DRYWALL SCREW
T`r'PE®
PEADEiR/5EyAi" I
TYPE:
HE-: r,,EfR/BEAMM
H-1
DOUBLE 2xro
_v
H-2
(2) 2xI0 FOR 4" WALL
(3) 2xI0 FOR roll WALL
(4) 2x10 FOR 8" WALL
H-3
DOU5LI< 2xI2
H-4
(2) 1 3/4" x 11 1/5" LVL
�4SE EN'INEE'I"NG SERVICES, INC
31RUCTURAI_ DESIGN GROUP
TO THE BEST OF 'i-TY fOX LEDGE, THE BUILOMG DESIGN PLANS AND SPECIFICATIONS
',"'LY WITH BUILDING STRUCTURAL DESIGN CODE. THE SIGNING AND SEALING OF THE PLANS
"JD SPECIFICATIONS ARE CNL'r FOR TR: BUILDING'S STRUCTURAL CCMPCNENTS AFFECTED
BY 'MD, LIVE': AND GRAVITY LOADS.
10244 East Colonial Drive, Suite 202
Mando, Florida 32817 - 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PHI: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
A.G. (DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
(95,4)708-2468 FAX
Q
000,
ep
RIVERBEND
:LO T 19
170 MPH EXPOSURE C
PROJECT#
03303. 019
MO DEJ L:
THE WENTWORTH
6812
ELEV."A"
GARAGE SWING:
RIGHT
PAGE.
GENERAL
MOTES
_ IF -"I I
• mm
• - �. .
PRINT 05/12/15
DATE::
SCALE: AS NOTED
SHEET NO:
S1.01
A R C H I T E C TS
SAFE LOAD TABLEI....
8" PRECAST &: PRESTRESSED U-LINTELS
4011=64m"
UPLIFT
LATERAL
1� TYPE
LENGTH "��
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
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'-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
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5-4" (64") PRE CAST
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
3010
3583
4157
6'-6" (78") PRECAST
1141*
1200
'1733
2250
2769
3290
3812
7Q7
ggl
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" (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") PPIE_CAST
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") Pf l =CAST
50�0*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'-0" (168") PF?I:CAST
458*
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-8" (176") PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
1 582
852
1156
1491
1742
15'-4" (184") PRE> 1-RESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-4" (208") PRE `DRESSED
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'-0" (264") PRE` TRESSED
140
180
268
343
418
493
568
N R.
161
137
205
322
457
607
771
947
24'-0" (288") PRESTRESSED
127
165
244
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
8PRECAST &: PRESTRESSED U—LINTELS
GRAVITY
TYP
LENGTH `-� E
8U61
8F8-OB
81712-013
8F16-0B
8F20-0B
8F24-OB
8F28-0B
8F32-OB
8F8-1B
8F12-1B
8F16-1B
8F20-1B
8F24-1B
8F28-1B
8F32-1B
2'-10" (34") PRECAST
2302'
3166
4473
6039
7526
9004
10472
11936
3166
4-473
6039
7526
9004
10472
11936
3'-6°° (42°) PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4,473
6039
7526
9004
10472
11936
4'-0" (48") PRECAST
20251
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6" (54") PR>'CAST
1051
1787
1913
2657
3403
4149
4896
5644
2170
4.027
6039
7526
9004
10472
9668
5`-4" (64") PRE CAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
6096
5400
6424
7450
5'-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
7E�7
1029
1675
2385
1994
2439
2886
3333
1029
1 1675
2610
3839
5596
6613
5047
9'-4" (112") PRECAST
57 a
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10°-6" (126'°) PRI CAST
�_
4'�6
s
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11'-4°' (136") Pf' :CAST
445
598
'935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-0" (144") PF1 CAST
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") Pf?CAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8" (176") PRE` -TRESSED
N.R.
NR
NIR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15' 4" (184") PRESTRES:iED
N•R.
NR
NR
NR
NR
NR
NR
NR
420
1 695
1250
1855
1 2370
2890
3410
17'-4" (208") PRESTRESSED
N.R.
NR
NIR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRES�iED
N.R.
NR
IVR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'-4" (256") PRE "TRESSED
N.R.
NR
IVR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0" (264") PREa'TRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
160
:300
570
870
1250
1660
1970
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
•
• •
• • • • • • • • • •
8F8-06/1T 8F8-1B/1T 8F16-0B/1T 8F16-1B/1T 8F20-1B/1T
4ftwr4mw
GRAVITY
TYPE
LENGTH
8RU6
8RF6-013
8RF10-0B
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB 8RF30-OB
8RF6-1B
8RF10-1B
8RF14-1B
8RF18-1B
8RF22-18
8RF26-1B 8RF30-1B
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904 68810
1827
3412
4982
6472
7947
9416 1 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
2162
4074
6472
6516
5814 6839
6-10" (70°°) PRECAST
735
779
1500
1449
1924
2400
2876 3352
1103
2051
3811
6472
6516
5450 6411
6-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872 4522
907
1677
2933
4100
6730
8177 6707
7'-6°° (90°) PRECAST
86S
761
1377
2252
1958
2451
2944 3439
764
1377
2329
3609
5492
6624 5132
9'-8" (116") PRECAST
371
420
833
1253
1071
1342
1614 1886
535
928
1497
2179
2618
3595 2875
8" PRECAST W/ 2" RECESS DOOR U—LINTELS
4^ZP44941111"
U P I FT
LATERAL
TYPE
LENGTH
8RF6-1T
8RF10-1T
8RF14-1T
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
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
5'-10" (70") PRECAST
896*
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
$3Q
1100
778
956
1468
1987
2509
3035
3563
7'-6°' (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9°-8" (116") PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1369
1728
2088
2450
"REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
CONNECTOR SCHEDULE
STRAP/BUCKET
FASTErlI=R TO
TRUS''/JOIST
FASTENER TO
BEAM/TOP PLATE
UPLIFT
(Ibs)
GRAVITY
(Ibs)
LATE
F1 (Ibs)
RAL
F2 (
USP HTA16
(10) 10,1 x 12"
EMBEDDED
(4 MIN.)
1615
-
590
660
(2) USP HTA16
(10) 10d x 12"
EMBEDDED
(4 MIN.)
3230
—
1180
1320
(4) USP R124T
(9) i6
1 EACH ;TRAP
5 1s O TAPPER POWERS FASTENERS
EA. STRAP W/ 13" MIN. EMBEDMENT
450Q
—
—
—
USP RFUS
(12) WS3
(4) a"s� x6" 'POWERS'
1=ASTENERS WEDGE BOLT
4950
—
*
USP THD48
(16) 10d
6 1 O TAPPER POWERS
FASTENERS W/ 134 MIN. EMBEDMENT
1655
—_--T___
1655
—
—
��
USP THD48
(16) 1011 x 12"
(6) O TAPPER POWERS
FASTENERS W; 1 "MIN. EMBEDMENT
150E
'150
-
I
USP TDH210
„
(20) 1 ( )1 x 12
10 "O TAPPER 'POWERS'
( ) 1
FASTENERS W/ 1j" MIN. EMBEDMENT
2295
2.295
—
—
USP
. M vIUGT15
(28) 10d x 12
10 O TAPPER POWERS'
FASTENERS W/ 1j" MIN. EMBEDMENT
4495
—
—
—
-
4.IeP PHD4A
j
(10 WS3
)"�
x 6"ANCHOR BOLT
5215
—
—
—
USP I_PTA
(10) 1Ud x 12"
(4BEDDED MIN.)
1250
—
810
1500
USP HLPTA75
(20) 10d x 12'>
EMBEDDED
(4" MIN.)
2125
_
1860
1715
USP SPT24
(6) 10d
(6) 1Od
1030
—
560
260
USP SPTH4
(12) 10d x 12"
—
1730
—
—
—
USP SPTH6
I
(12) 10d x 12"
—
1730
—
—
—
I
USP LSTA18
I
(14) 1Qd
—
1235
—
—
—
JSP USC43
($) 16d
(4) 3"0 x6" ,POWERS`
FASTENERS WEDGE BOLT
10133
—
—
—
USP RT3A
(4) 8d
(4) 8d
610
—
190
190
USP RT16A
(9) mi x 12"
(8) 10d
1380
—
800
645
I
I
t
I
_
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
1,22.5 Ibs, USE USP 'HD481F' ATTACHED TO THE WALL WITH (4) J"O TAPPER 'POWERS' FASTENERS W/ 1 " MIN.
EMBEDMENT, AND 10d NAILS TO THE WOOD.
/ISE ENGINEERING SERVICES, INC.
STRUCTU': AL DESIGN GROUP
TO THE BEST OF MY <NOWLEPGE, THE BUILDING DESIGN PLANS AND SPECIFICATIONS
'PLY WITH BUILDING: E7RICTURAL DESIGN CODE. THE SIGNING AND SEALING OF THE PLAN
"'D SPECFICATIONB Atli'- ONLY FOR THE BUILDING'S STRICTURAL COMPONENTS AFFECTED
BY WIND, LIVE AND GRAVITY LOADS.
10244 East Colonial Drive, Suite 202
',-lando, Florida 32817 - 407-6,77-5565 Fax 407-730-2999
Certificate o1 Authorization No. 25873
..... ..:...
1441 N. RONALD REAGAN BLVD.
LUN1WOOD7 FL 32750
PH:: 407-774-6078
FAX,: 407-774-4078
WWW.Eibdesigngroup.com
AA #: 0003325
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
(9541)708-2468 FAX
r
�
RIVERBEND
L0T 19
170 MPIH EXPOSURE C
PROJECT##
03303. 019
MODEL:
THE 'WENTWORTH
0812
E ILE V. " A"
GARAGE SWING:
]RIGHT
PA(:sE:
L
�BLES
W;411' 1
Orgy I; • mm•'
MASON; XIE, R.E.
NO $1161
PRINK' 05/12/15
DATE:
SC�L]E: AS NOTED
SHS1.021
EET NO:
A R C H I T E C TS
68'-Oil
2(o'-O" 21'-411
_411 1-4 23'-4" 1:-4". 10'-3" 10'-81I
lff
I
b
_
c; I F-3.55
I I
I
1-112" REG SS I
FOR SGD 2-1/211 MIN.
I
(2) 1*6 Q 1(oI' O.C. MAX.
1/65.0
a4 X
----- --- --- - - - - - - - - -
_ r
fo -2.�
�� I 1�1
- 0 I
I® I
F-3.56 I I
al I
I I I
i I I
I I I
II-1/211 RECESS I
2-1/2" MIN. I iFOR SGD
-1 I (3) 2x8 WOOD I
Z
21_211 P05T W/ USP I
I
` I LT5205 I
F-2.0 - `- WF-2.0 0 C, /- 1 I 1
------------ �_.--®� ®®®®-
\� f ',/ F-3.0 F-3.0 I
_ WF-1.33A
(�) 2x4 WOOD -------
- 1
2'-6" r E:. ®_ POST Wr USP
J
(2) 2x4 WOOD
I
I
I
I
I
I
I
I
$"
/S5 01 POST UJ/ USP I
WF_133A LTS205 I
- --� -----1 I
_ I
---------� WF-1.33A I
J h---.---------� --- -y
I_ -
Ly...__J L------ -
2x4 WOOD 5RNG I
WALL W/ SYP #22 I
I
STUDS 6 12" O.C. ® I
(2) 05'5 X(o'-0" CRACK EARS
POSITIONED IN THE MIDDLE
OF SLAB TYPICAL 6 INSIDE
/� ®--2 @®- -- ®- �.� CORNERS AND AS SHOWN.
tS -3- 1/2 x
\ 2" x 1/4 F-30A
10,1 WF.-2.0
II-® � - -®-®--
PAVERS � \®
1015E 01
4gf - -'-L-
® UJF®2.05 _ �.--- ---
-- J
LIT- 2.0A
S'-g 1/211
5'-10 1/211 - L__� J L� J
I
I
I
I
31_ II I_1011 31_aVVll 51_QII
13' - CV®J 11
'I
�I -
I
I
I
I
I
I
I
I
I
a
on
sm
31-5" T-1011/ L 1.411
1(!I_211 `'F
'I
�I
T53-1/211 x
3-1/211 x 1/4"
1
- - ---4
15/65.01
m
=1
� N I
I
'I
I 1
I I
I i
I I
I I
I I
I I
I I
No
a)
It
Nal
m
a
22
FOOTING SCHEDULE
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
WF-1.33
16"
CONTINUOUS
1 fi"
-
(2) #5's
DBL WWM 36" PERIMETER
(+)0'-0'
WF-1.33A
16'
CONTINUOUS
1;? "
-
2 #5's
O #'
SINGLE WWM
(+)0'_ O'
WF-1.33B
16"
CONTINUOUS
12"
-
(2) #5's
SINGLE WWM
(-)1'-4"
WF-2.0
24"
CONTINUOUS
1l3"
#5 @ 48" O.C.
(3) #5's
DBL WWM 36" PERIMETER
(+)0'-0"
WF-2.OA
24"
CONTINUOUS
12"
#5 @ 48" O.C.
(3) #5's
SINGLE WWM
(+)0'-0"
WF-2.OB
24"
CONTINUOUS
12"
#5 @ 48" O.C.
(3) #5's
SINGLE WWM
(-)1'-4"
WF-2.33
28"
CONTINUOUS
16"
#5 @ 48" O.C.
(3) #5's
DBL WWM 36" PERIMETER
WF-2.67A
32"
CONTINUOUS
12"
#5 @ 48" O.C.
(3) #5's
SINGLE WWM
WF-3.33
40"
CONTINUOUS
16"
#5 @ 48" O.C.
(4) #5's
DBL WWM 36" PERIMETER
F2.0
24"
24"
16"
(2) #5's
(2) #5's
DBL WWM 36" PERIMETER
(+)0'-0"�
F2.OA
24"
24"
12"
(2) #5's
(2) #5's
SINGLE WWM
(+)0'-0"
F2.OB
24"
24"
12"
(2) #5's
(2) #5's
SINGLE WWM
(-) 1'-, 4"
F2.OX2.3
28
24"
12"
(2) #5's
(2) #5's
SINGLE WWM
F2.5
30"
30"
16"
(2) #5's
(2) #5's
DBL WWM 36" PERIMETER
--
(+)0'- 0"
F2.5A
30"
30"
12"
(2) #5's
(2) #5's
DBL WWM 36" PERIMETER
F2.5B
30"
30"
12"
(2) #5's
(2) #5's
DBL WWM 36" PERIMETER
(-)1'- 4"
F3.0
36"
36"
16"
(3) #5's
(3) #5's
DBL WWM 36" PERIMETER
(+)0' C" -
F3.OA
36"
36"
12"
(3) #5's
(3) #5's
SINGLE WWM
F3.0B
36"
36"
12"
(4) #5°s
(4) #5's
DBL WWM 36" PERIMETER
(-) 1 " -4"
F3.0C
36"
36"
12"
(4) #5's
(4) #5's
DBL WWM 36" PERIMETER
(-) 0' _I3"
F3.56
42"
42"
12"
(3) #5°s
(3) #5's
DBL WWM 36" PERIMETER
F4.0
48"
48"
16"
(4) #5's
(4) #5's
DBL WWM 36" PERIMETER
(+)O'--0"
F4.OA
48"
48"
12"
(4) #5's
(4) #5's
SINGLE WWM
(+)0'--0"
F4.0B
48"
48"
16"
(5) #5°s
(5) #5's
DBL WWM 36" PERIMETER
F5.0
60"
60"
16"
(5) #5's
(5) #5's
DBL WWM 36" PERIMETER
(+)0 - Cl"
F5.OA
60"
60"
12"
(5) #5's
(5) #5's
SINGLE WWM
F5.OB
60"
60"
16"
(6) #5's
(6) #5's -
SINGLE WWM
(+)0'-0"
F 3Ox42
30"°
42"
12"
(5) #5's
(4) #5's
SINGLE WWM
(-)1'--4"
F 3460
34"
60"
12"
(6) #5's
(4) #5's
SINGLE WWM
I Fj 36X48
F3.OX10.OA
36" -
36"
-43
120"
16"
12
(3) #5's
(10) #5's
(4) #5's
(3) #5's
DBL WWM 36" PERIMETER
SINGLE WWM
F4.OX8.OA
48"
96"
12"
(8) #5's
(4) #5's
SINGLE WWM
PROVIDE CORNIER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WAY.
�- NOTE-
' -a SEE GENERAL NOTES ON SHEET 51.01
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND
SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE
ARCHITECT IN WRITIN�� IF ANY DISCREPANCIES ARE
FOUND.
PRIOR TO CONCRETE PLACEMENT PROVIDE:
TERMITE SOIL TREATMENT PER MANUR
'-
6PEG5. (SOIL 3 PEATMENT PER FRCR-320)
5LA5 ON GRADE: 4" (TOTAL - U:ND.)
CONCRETE REINFORCED WITH 6x6-WlAKWI.4 W.W.F.
(PLACED 1" FROM TOP OVER VAPOR BARRIER
(SEE ARCH'L. D 5.)ON COMPACTED SUBGRADE.
TOP OF 5LA5 ELEV. = 0'-0" (REFER) UNLESS NOTED
OTHERWISE. COORDINATE ALL SLAB
DEPRESSIONS, SLOPES AND LIMITS THEREOF
WITH ARCHI. DRWGSa
4a ADD'L (ox(o-WI.4xW1.4 W.W.F. (PLACED 1" FROM
TOP OF SLAB) AT PERIMETER OF BUILDING. SEE FOOTING
DETAIL FOR LOCATION OF W.W.F.
® - INDICATES MASONRY BEARING
WALLSREINFORCE[) WITH (1)-�5 VERTICAL
AT 4'-0" O.C. MAX
GROUT FILLED CELLS SOLID AT ALL
CORNERS, ADJACENT MASONRY OPENINGS
WHICH IS SHOWN ON PLAN.
INDICATES 45 IN GROUT FILLED CELL
BELOW WINDOW 5ILL.
INDICATES # 1 VERTICAL IN GROUT
FILLED CELL.
T INDICATES (2)05 OR (2)% (SEE PLAN)
VERTICAL IN GROUT FILLED CELL.
® SEE ARCH'L. DRAWINGS FOR LOCATIONS/
LIMITS AND CONSTRUCTION INFORMATION OF:
INTERIOR NON -BEARING PARTITION WALLS
NOT SHOWN ON PLAN, SEE GENERAL NOTES
FOR ADDITIONAL WALL FRAMING
INFORMATION.
CONTRACTOR SHALL VERIFY FILLED CELL
AT EACH LOCATION SIDE OF OPENING WITH
ACTUAL OPENING OF DOOR AND WINDOW.
® COORDINATE 5LA5 CE5SE8, SLOPES AND
ELEVATIONS W/ ARCHITECTURAL DRAWINGS
ALL THE CMU WALLS ARE SHEAR WALLS.
C��. N A�'I P4 -P LAN ��A9'
SCALE: 1/4" = 1'-0"
k �
ham'.
ASE EN(:7'INEER1NG SERVICES, INC,
£VTRUCTURI'NL DESIGN GROUP
TO THE BEST CF= IT'r KNOW -EDGE, THE BUILDING DESIG14 PLANS AND SPECFICATIONS
OMPLY WITH BUILDIN3 STF4JC1UF"Ai_ DESIGN CODE. THE SIdNW. AND SEALIW, OF THE PLAN
AND SPECIFICATIONe .ARE ONLY FOR THE BUILDNG'S STRUCTURAL Cl"'CNENTS AFFECTED
BIN Y WIND, LIVE AND GRAVITY LOADS.
0244 East Colonial Drive, Suite 202
Orlando, Florida 32817 - 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
1441 N. R'ONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.;3bdesigngroup.com
#: 0003325
A.G. (DESIGN GROUP
DRAFTING INC.
119JL EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
r
L
J
0
cn
L)
U�
b,
MASON XIE, P.E.
NO 511T
PRINT 05'/12/15
DATE: V'/
SC.AI_E: AS NOTED
SHEET NO: Sz_,01 A
A R C H I T E C T S
e/Des n
Grou Inc.
14741 N. RONALD REAGAN BLI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(951l)482-0957 OFFICE
L 54�709-2468 FAX -_.j
RIVERBEND
LO T 19
170 MPH EXPOSURE C
PROJECT#
03303.019
MOIDEE:
,THE WENTWORTH'
6812
A
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RIGHT
PAGE:
F I RST
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2/55.02
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NOTE: TRU55 CONNECTION DETAIL5
ARE T�rfi=. EA. ENID OF TfRU55, U.N.O.
ALL TRUSS TO TRUSS
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MFG. (TYP.)
2x& SEE
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FLAN NO I E&=
1 SEE GENERAL NOTES ON SHEET 51-01
® DO NOT SCALE DRAWINGS. THE CONTRACTOR AND
SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO WORK PERFORMED MED AND SHALL NOTIFY THE
ARCHITECT IN WRITING IF ANY DISCREPANCIES ARE
FOUND.
❑3 SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS
AND CONSTRUCTION INFORMATION OF INTERIOR
NON -BEARING PARTITION WALLS NOT SHOWN ON
PLAN. SEE GENERAL NOTES (SKEET 51.01) FOR
ADDITIONAL WALL FRAMING INFORMATION.
® PROVIDE WOOD HEADER OVER ALL OPENINGS
IN WOOD WALLS (COORD. EXACT SIZE, LOCATION
AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO
HEADER TYPE HAS BEEN CALL -OUT ON PLAN,
PROVIDE WOOD HEADER BASED ON HEADER
SCHEDULE SHOWN ON 51.01 SHEET.
05 PRE-ENGINEERED 20" DEEP WOOD TRUSSES AT
24" O.C. (MAX) UN.O_
® COORDINATE LOCATION OF FLOOR TRUSSES W/
MECH. DU65 FOR LOCATION OF EXHAUST FAN,
AIR HANDLING, AND DUCTS.
0 F.G.T. INDICATES FLOOR GIRDEi TRUSS.
® THE REQUIRED NUMBER OF FASTENERS FOR
CONNECTORS SUCH AS NAILS To WOOD MEMBERS,
SEE USP OR 5IMP50N CATALOG AS APPLICABLE.
0 SEE THE GENERAL NOTES FOR FLOOR SHEATHING
INFORMATION, AND FOR WOOD TRUSS TYPES,
10 111011 INDICATES MASONRY BEARING
WALLS REINFORCED WITH (1)-05 VERTICAL
AT 41-01I O.C. MAX
GROUT FILLED CELLS SOLID AT ALL
COMERS, ADJACENT MASONRY OPENINGS
WHICH IS SHOWN ON PLAN.
• INDICATES 05 IN GROUT FILLED CELL
BELOW WINDOW SILL,
INDICATES in VERTICAL IN GROUT
FILLED CELL.
INDICATES (2)05 OR (2/% (SEE PLAN)
VERTICAL IN GROUT FILLED CELL.
11 PROVIDE MASONRY LINTEL OVERALL OPENINGS
IN MASONRY WALL (COORD. EXACT 51ZE, LOCATION
AND ELEVATIONS WITH ARCH'L. DRAWINGS)
SEE LIFT BEAM PLAN FOR LINTEL TYPE 51ZE6 AND
REINFORCING, PROVIDE TEMPORARY SHORING DURING
CONSTRUCTION IF LINTEL SPAN IS GREATER
THAN 6 (SIX) FEET.
12 O.B. INDICATES OVER -BUILT PRE-ENG. TRUSS.
ASE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
TO TBEST OF MY IC40UIEDGE, THE BW. UILODESIGN PLANS AND SPECIFICATIONS
cc TO
HE PLY WITH BUILDING STRUCTURAL DESIGN GODS. THE SIGNING AND SEALUYG OF THE PLAN8
�^' 40 SPECIFICAT10% ARE ONLY FOR THE BUILDM6'S STRUCTURAL WMPO DENTS AFFECTED
BY Wm, LIVE AND GRAVITY LOADS.
10244 East Colonial Drive, Suite 202
)rlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
I 4Grou � In. I
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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
RIVERBEND
LO T 19
170 MPH EXPOSURE C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
6812
ELEV."A"
GARAGE SWING:
RIGHT
PAGE:
SECOND
FLOOR
FRAMING
PLAN
ENGINEER:
STATE OF FLORIDA
Fa
PRINT DATE: j ,
/65%12/15
SC/ LE: AS NOTED I
SHEET NO:
S3.O1 A
A R C H I T E C TS
55-1
EL_ 22'-6" T_OB
BEAM SCHEDULE
MARK
DESCRIPTION
Vc (psi)
W,IxH"
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
BB-2
MASONRY
3000
8x16
(1) #5
(1) #5
N/A
N/A
N/A
SEE NOTE 2
CB-1
CONCRETE
3000
8x16
(2) #6
(2) #5
N/A
#3
8" O.C.
CB-2
CONCRETE
3000
8x20
(2) #8
(2) #6
(2) #6
#3
8" O.C.
CB-3
CONCRETE
3000
26x20
(4) #6
(4) #6
N/A
N/A
#3
8" O.C.
CB-4
CONCRETE
3000
8x20
(2) #6
(2) #6
#3
8" O.C.
CB-5
CONCRETE
3000
26x26
(3) #9
HOOKED
2O 6
#3
8" O.C.
N (D) PAN22'
CB-6
CONCRETE
3000
8x42
(2) #5
(2) #5
(4) #5
(2) #5
(3) #5
(3) #5
#3
8" O.C.
RB-1
CONCRETE
3000
8x8
N/A
N/A
N/A
N/A
SEE NOTE 3
RB-2
CONCRETE
3000
12x8
N/A
N/A
N/A
N/A
SEE NOTE 3
RB-3
CONCRETE
3000
16x8
N/A
N/A
N/A
N/A
SEE NOTE 3
NOTE 1��". ���'_��„', INDICATES OPENING BELOW T.O.B.=TOP OF [3EAM T.O.L.=TOP OF LINTEL
NOTE 2. BB-1, BB-2 ARE AROUND THE BLOCK WALL FOR THE SUPPORT OF TRQSSES AND LEDGERS. SEE SECTION FOR ELEVATION.
NOTE 3. PLACE RB-1, RB-2 ON THE TOP OF GABLE END BLOCK WALL.
'ICOND
1/4° = 1'-0"
LIFT BEAM PLAN "A"
F�z
ASE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
TO THE BEST OF MY KNOMEDGE, THE BUILDMG DESkiN PLANS AND SPECIFICATIONS
COMPLY WITH BUILOW. STRUCTURAL DESIGN CODE. THE SIGNING: AND SEALW. OF THE PL
AND SPECIFICATIONS ARE ONLY FOR THE BUILDING'S STRUCTURAL COMPONENTS AFFECT
BY WIND, LIVE AND GRAVITY LOADS.
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: 407-7744078
www.abdesigngroup.com
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
�
11111111111
04000000000
RIVERBEND
LOT 19
170 MPH EXPOSURE C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
6812
ELEV."A"
GARAGE SWING:
RIGHT
PAGE:
SECOND
LIFT
BEAM
PLAN
ENGINEER:
STATE OF FLORIDA
P.
PRINT�/05 12 15
DATE: / /
SCALE: AS NOTED
SHEET NO:
S3.02A
A R C H I T E C T S
TRI
CONN
TRUIE
NOTE: TRU55 CONNECTION DETAIL5
ARE TYF. EA. ENE) OF TRU55/ U.N.O.
0 0 F FRA Ili
"�� '� o �
SCALE: 1/4" = 1'-0"
L- - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - --- - - - - - - -- - - - - -
FLAN NOTE5-.
F21 ID,O NOT 60ALE DRAWINGS. THE CONTRACTORANr,
5IJ5CONTRACTOR 514ALL VERIFY ALL DIMEN51ON5
PRIOR TO WORK PERFORMED AND SHALL N07FY THE
ARCHITECT IN WRITING IF ANY DISCREPANCIES ARE
FOUND.
11
[-31 6EE ARCH'L. DRAWINGS FOR LOGAI ION5/LIMITc
AND CONSTRUCTION INFORMATION 0P INTERIOS.
NI
0N-5EARING PARTITION WALLS NOT SHOWN ()N
PLAN. SEE GENERAL NOTES (SHEET 51,01) FOR
ADDITIONAL WALL FRAMING INFORMATION.
[4:] PROVIDE WOOD HEADER OVER ALL OPENING.5
IN WOOD WALLS (GOORD. EXACT SIZE, LOCATI(:")N
AND ELEVATIONS WITH ARCH'L. DRAWING5) IF N�o
HEADER TYPE HAS 5EEN CALL -OUT ON PLANl'
FROVIDE WOOD HEADER 5A5ED ON HEADER,
r "ULE 5HOUN ON 51.01 5HEET
0
F-51 PRE-ENGINEERED WOOD 1!RJ56E5 M15CELL,4NEOJ5
1,I1OOD FRAMING SPACED AT 24"O.0 (MAX).
O.B. INDICATES OVER-5,_ \11G. TRUSS,,
F1_1 G.T. INDICA715 GIRDER TRUSS.
F1 7,147 REQUIRED NUMBER OF 1FA5TE:Ni P,5 FOR
ONNECTOR5 SUCH ,45 NAILS To LL','OD MEM13f R."..
SEE J15F OR 5IMP,4rN CATALOG AE, A %.0 PPLICA51-E.
F9_1 SEE T14E GENERAL NOTES FOR ROOIZ 5HEATHIN.'3
INFORMATION, AND FOR WOOD TRUSS TYPES.
Fib-1 PROVIDE r)OU5LE Wool) STUDS UN1,r-R WOOD HEADER,
WOOD 5EAM, G.T. TO THE FTG. U.N.O.
PROVIDE MASONRY LINTEL OVER All OPENIN66
IN MA50NRY WALL (COORD. EXACT 51ZE, LOCA'rim
AN[) ELEVATIONS WITH ARCH'L. DRAWING5)
SEE LIFT E3EAM PLAN FOR LINTEL TYPE 51ZE5,,-1,ND
REINFORCING, PROVIDE TEMPORARY SHORING DUR'ING
CONSTRUCTION IF LINTEL SPAIN 16 GREATER
THAN (o (51X) FEET.
F121 SEE ARCH DRAWINGS FOR TRAY CEILING
LOCATION AND IDIMEN51ON5
In ROOF TRU55 DEAD LOAD = 25 P5F
TRUSSTO ADD ADDITIONAL I& PeF UPLIF-7
LOAD WHEN DESIGNING TRUSSES COVERING THE
LANAI AND COVERED ENTRY AREA5,
A SE EM.-i'lNEERNG SERVICES, INC.
3TRUC1 URAL DESIGN GROUP
TO THE BEST OF I"T IINOUEDGE, THE SUILONG DESIGN PLANS AND SPECIFICATIONS
f"_OMPLY WITH DUILDIN4, 5TFJ.,r_T'JPAL DE.516N CODE. THE 51634W. AND SEALING OF THE MAN
AND SPECIFICATIONS eNRE ONLY Fr�' THE BUILDING'S STRUCTURAL COMPONENTS AFFECTED
BY WIND, LNE AND GRAVITY LOADS.
10244 East Colonial Drive, Suite 202
Orlando, Floridc 32817 - 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
1441 N. RONALD REAGAN BLI
LONGWOOD, FL 32750
PHI: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
L(954)482-0957 OFFICE
1954)708-2468 FAX
ti
I'D
d
VD
cc
RI-VERBEND
LO T 19
170 MPH EXPOSURE C
I-ROJECT#
03303.019
MODE11,:
THE WENTWORTH
6812
A"
GARAC3-E SWINC:
RIGHT
PACIE:
ROOF
FRAMING
PLAN
L
r
ATE ENGINEER:
ST• OF FLORIDA
1 : A
Pp-""T ib5/12/15
DATE:
SCALE: AS NOTED
SHEET
NO :
S4�,
0
IAI
A R C H I T E C T S
p SLOPES DN -
u-
cn p%
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to 311 CLR
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GROUT CELLS SOLID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR 51ZE AND SPACING.
(TYP.)
FOOTING DOWEL5 TO MATCH
VERTICAL REINFORCING. PROVIDE
48 BAR DIA. LAP SPLICE.
ADD'L 6x6-WI.4xWI.4 W.W.F.
(PLACED I" FROM TOP OF SLAB)
N
3'-011
—=1==
LAN FOB 5LA13 GRADE,
THICKNESS AM) REINFORCING
(TYP.)
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SEE ARCH. DRAUJING5
IoR s¢e AND REiNr
THICKENED SLAB/FOOTING
SCALE KTR
2x 6 16" O.C. --\
(SEE PLAN)
U5P 5PTH4 OR
U5P 5PTH6
16" O.C.
VARIES
1/411 ASPHALT
W/ 150LATION�
JOINT
,-1/2" DIA. WEDGE BOLT s 16" O.G.
W1 MIN. 7 EMBEDMENT IN LONG.
SEE PLAN FOIE SLAB GRADE
THICKNESS AND REINFORCING
(TYP.) --\
MASONRY WALL (BEYOND)
SEE PLAN (TYP.)
1-1/2" RECE65 FOR 5GD
II� IIII III
6 MIL. VAPOR BARRIER
SEE ARCH. DRAWINGS
THICKENED SLAB/FOOLING
GROUT• Ir AT ALL
REINFORCING,VERT. WALL
PLAN FOR SIZE AND SPACING.
FOOTINGDOWELS TO MATCH
VERTICAL 1;�l O_ PROVIDE
4a BAR DIA LAP SPLICE.
SEE PLAN O; 5LAB GRADE
THICKNE55 AND REINFORCING
1 CCt IPACTED - 1 COMPACTED
u SUF= ,'GRADE. (TYP.) 5U GRADE. (TYP.)
m m
E FTG SCHEDUL E FTG 5CHEDUL
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6I1DE OF DOOR OPENING
ATTAG4ME:NT AS PER
PRODUCT MANUP.
FTG, PER 614/5.01
%AMRAGE DO OR
TRACK MOUNT DETAIL
SCALE. N.T.S.
SEE PLAN FOR SLAB ON
GRADE THICKNESS AND
REINFORCING. '*"'n'
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SCALE- N.T.S.
GROUT CELLS 50LID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR 51ZE AND SPACING.
fl
(TYP.)
/—
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING. PROVIDE
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5E FTG SCHEDULE ON 5 1
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(2) 03 REBAR E.W.
PAVER BY OTHER vr
S� :� LA 7L��
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FOR TG 51ZE AND REINFO CING
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SCALE N.T.S.
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GROUT CELLS 50LIC,) AT ALL VERT. WALL REINFORCING, : SEE
VERT. WALL REINFORCING, SEE PLAN FOR 51ZE AND SPACING"
PLAN FOR SIZE AND SPACING. (TYP.)
(TYP.) FOOTING DOWELS TO MATCH
VERTICAL REINFORCING. PROVIDE
FOOTING DOWELS TO MATCH 48 BAR DIA. LAP SPLICE.
VERTICAL REINFORCING. PROVIDE ADD'L 6x6-WI.41111.4 W.WF.
48 BAR DIA. LAP SPLICE. `"
(1) 15 IN TOP OF (PLACED I" FROM TOP OF SLAB)
SEE PLAN FOR 5LAB GRADE GONG. CURB <[
THICKNESS AND REINFORCING =' 3'-011
(TYP.)
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THICKNESS AND REINI:oRGING
v COMPACTED ri (TYP.)
n, i E FTG SCHEDULE 5U5GRADE. (TYP.) 6 MIL. VAPOR BARRIER
OR SIZE AND IN . 311 CLR.
SEE ARCH" DRAWINGS
E FTG 5CHEDUL
OR 51ZE AND IN .
'%"'ENED SmkLAtp3'/Fmjft'
N-'
I ENSLAB/FOOTING
SCALE: T.S. / — WOOD PO I"1• SEE PLAN
SCALE- NTS.
1/)" DIA. WEDGE BOLT 1611 O.C. — d5P CONN SEE PLAN
2x 16 €1 O.C. U.N.O Wl MIN. i" EMBEDMENT IN GONG. SEE PLAtq FOR SLAB GRADE
(SEE PLAN) THICKNEE-55 AND REINFORCING
(TYP.) --
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U5P 5PTH6 SEE PLAN FOR 5LA5 GRADE
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IN
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TmIuKENED SLAB/FOOTING
SCALE: N.T.S.
OUTSIDE CORNER BARS TO 25" (MIN.) LAP
MATCH 51ZE AND NUMBER
WITH THAT OF HORIZONTAL
REINFORCING BARS. (TYP.)
PROVIDE 2x4
KEYWAY (TYP.) ---�
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TYPICAL HORIZONTAL
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AT
BEAMS,
WALLS
AND
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of 31 -011
II
III III=III
- 6 MIL. VAPOR BARRIER
SEE ARGH. DRAWINGS
SLOPES DN
II
GROUT CELLS 50LID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR SIZE AND SPACING,
(TYP.)
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING. PROVIDE
7
48 BAR DIA. LAP SPLICE.
ADD'L 6x6-W1.4xW1.4 W.W.F.
(PLACED I" FROM TOP OF 5LAB)
w LU
II�
LU
3 -oil
II III
— SEE PLAN FOR 5LAB1 :TRADE,
THICKNESS AND REINFORCING
(TYP.)
.y
(b MIL. VAPOR BARRIER-
``' 3B' CLR. SEE ARCH. DRAWINGS
E FTG 5GHEDUL
OR 51ZE AND REI ASEENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
TO THE BEST OF MY 04WLEDGE, THE BUILOW. DESKN PLANS AND 51"Er-PICATICNB
THICK"ENED obo"LArob"/Fr�'oul"t"U%OlrlNGCOMPLT WITH BUIL::11NG STFWCTURAL DESIGN CODE. THE SIGNMG AND SEALING OF THE PLANS
AND SPECIFICATI:)N8 ARE 01,10' FOR THE BUILDMG'S STSUCTURAL COMPONENTS AFFECTED
BY WIND, LIVE AND GRAVITY LOADS.
13 .... 0244 East Colonial Drive, Suite 202
SCALE- N.T.S. Orlando, Florida 328'17 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
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
0
hAA808(XIE, P.�,
P RINT Z7
DATE: 05/12/15
AS NOTED
SHEET NO:
S5.0
n
A R C H I T E C T S
PRE-ENGINEERED WOOD
ROOF TRUSSES AT 241IO.C.
(MAX.) TYP.
USP LPTA W/ NOT LESS
THAN (8) ICd xl 1/2" GAVL.
COMMON NAILS WRAP HEEL
SS W1300 ROOFING FELT
10d NAILS 411 O/C
2x4 BLKG W/ 1/411x3-1/2""
TAPCON AT 8" O.C.
(TWO PER PIECE)
i—FLOOR/GIRDER TRUSS
(1) P.T. 2x4 CONT. WI 1/4"x3-1/2"
TAPCON a 8" O.G.
2x6 STRONGBACK SECURED TO EACH
TRUSS W/ (3) 16d COMMON NAILS PROVIDE
(2) TRUSS LAP SPLICE LOCATED
EITHER TOP OR BOTTOM OF FLOOR TRUSS
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p, �: LIFT BEAM PLAN =� : ;;� I:: : •. ; . �. ; .1: -. P.T. 2x4 BLOCKING 5b - SIMP50N 1'1BH13.56 (H=14 TO 18) G lt 6045 LBS, U �
J : '`'L: •' t: TP :.� ,- W/ 1/4" x 3-1/2" 3345 LBS Wl W1 (2) all 0 SIMPSON TITEN BOLT, 5" MIN.
TAPCON 6 8" O.G. EMBED AND (12) "x SDS SCREWS
•t• . d ' I , I I', d •. �' •1 ` FLOOR TRUSS
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TYPICAL CMU BEARING WALL ELEVA11ON
SCALE N.M
POURED SILL
SCALE 10%
1-- F.T. TO CMU WALL W1
5IMP50N HU48 W/ (14)
BB-2 DOUBLE KNOCK-1/411 x 2-3/4" TITEN
OUT BLOCKS W/ (U # 5
EA COURSE GROUT
S°L "1) SECTION
5 SCALE NTS.
COLUMN BASE PLATE: -
3/4"x1 "A'-0"LG.
RE
4"(DEEP)x16'Ix1611 POCKET
(CONCRETE FILLED AFTER COL.
HAS BEEN INSTALLED AND
ct' u
311 CL
11/2" gII 11/2"
1/4 TYP.
a. -
0
d
0
0
SIMPSON M5HU3B(o W/ 1/4" SHIM EA SIDE FOR
2-PLY FLOOR TRUSS END WALL Or,; EDGE OF
WALL CONDITION. 5IMP50N 1'15H'U5.5 W/ 1/211
SHIM EA. SIDE FOR 3-PLY FLOOR 1•RUSS END
WALL OR EDGE OF WALLONDITION.
"�
DETAIL
SCALE: KT.S
I (4)-3/4"DIAxI'-01'+4"HO0K USP LPTA W/ NOT LESS
A36 ANCHOR BOLTS. (TYP.) THAN (8) 10d xl 1/2"
�J
ALTERNATE WEDGE BOLT W/ GAVL. COMMON NAILS
(o11 MIN. EMBEDMENT WRAP HEEL OF TRUSS
TS. COL. ACCEPTABLE W/ 300 ROOFING FELT
)CTT TS. COLUMN, SEE
FLOOR TRUSS
g,l PLAN FOR SIZE AND
LOCATIONS. (TYP.)
PROVIDE BIT. COATING ON ALL
STEEL SURFACES EXPOSED
BELOW TOP OF CONCRETE
SLAB. (TYP.)
ADD'L 8'x8' WIDE 4444.04J4.0 W.W.F.
(PLACED 1" FROM TOP OF SLAB)
-(SEE PLAN) - SEEJ
. FOR SIZE AND RE
II ,
COMPACTED
SUBGRADE. (TYP.)
TS COL. AT THICKENED SLAB FTG.
SCALB NT.S.
P.T. 2x4 CONT. W/
1/4"x3-1/2" TAPCON
6 811 O.C.
P.T. 2x4 CONT. FASTEN
TO WALL WITH 3/16 "x3"
TAPCON Q 12" O.C.
55-2 DOUBLE KNOCK
OUT BLOCKS W/ (1) # 5
EA COURSE GROUT
SECTION SOLID
6 8CALB KT.3.
ASE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
TO THE BEST CF MY IUIOUA_EDGe, THE BUILDNG DESIGN PLANE AND SPECIFICATIONS
COMPLY WITH BUILDING STRUCTURAL DESIGN CODE. THE 8404ING AND SEALW. OF THE PLANS
AND SPECIFICATIONS ARE ONLY FOR THE BUILDMG'S STRJCTURAL COMPONENTS AFFECTED
BY WUND, LIVE AND GRAVITY LOADS.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
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
r
1
11111111111
�.,
RIVERBEND
LOT 19
170 MPH EXPOSURE C
PROJECT#
03303.019
MO DEL:
THE WENTWORTH
6812
ELEV."A"
GARAGE SWING:
RIGHT
PAGE:
SECTIONS
AND
DETAILS
ENGINEER:
(-STATE OF FLORIDA
PRINT � '5112 15
DATE: /x /
SCALE: AS NOTED I
SHEET NO:
S5.02
A R C H I T E C T S
pRE—ENGINEERED WOOD
ROOF TRUSSES AT 24110.C.
(MAX.) TYP.
5EE ROOF1rLAN
FOR CONK CTOR I
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LIFT BEAM PLAN
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WALL FOOTING: WF-(SEE PLAN)
SEE PLAN AND SECTIONS FOR
SIZE AND REINFORCING. (TYP.)
SEE PLANS AND PLAN NOTES FOR
LOCATION OF GROUTED CELLS
STOP GROUT MIN 1 1/2" BELOW TOP
OF UNIT IF POUR IS STOPPED FOR
MORE THAN ONE HOUR
MAX HEIGHT OF POUR = 10' -811.
GROUT TO CONFORM TO A5TM C416.
MAXIMUM AGGREGATE SIZE = 3/811.
SLUMP = 811 TO 11".
PROVIDE CLEAN OUT HOLE MINIMUM
51ZE 3"x 3". ALL OVERHANGING
MORTAR AND DEBRIS TO BE REMOVED
FROM INSIDE THE CELL WALLS. SEAL
PRIOR TO GROUTING, BUT AFTER
INSPECTION.
NOTE:
DO NOT GROUT UNTIL MORTAR HAS
SET SUFFICIENTLY TO WITHSTAND
THE PRESSURE OF THE GROUT. WAIT
NOT LE55 THAN 24 HOURS.
TYPInA HIGH LIFT
GRounNc S E (w.*f* 0 n,, 0 N
SCALE KTR
TYPICAL CMU BEARING WALL ELEVATION
SCALE: KTS.
SE�T/SLAB
NOTES:
I. DO NOT SPLICE TOP PLATES WITHIN 6'-O" OF ENDS OF WOOD STRUCTURAL PANEL
SHEAR WALLS.
2. TH15 DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS.
SPLICE LENGTH PER SCHEDULE
DOUBLE 2X TOP PLATE
NAILS BETWEEN SPLICE LOCATION
PER SCHEDULE - STAGGERED.
LENGTH OF WALL
SPLICE LENGTH
NAILS ALONG
(BETWEEN CORNERS)
(MINIMUM)
SPLICE LENGTH
OVER 30'
4'-011
18-16d
OVER 20'
2'-811
10-16d
OVER 10'
11-411
ro-lrod
LESS THAN 10'
11-411
4-trod
TYPICAL TOP PLATE SPLICE
SCALE KTR
SEE ROOF PLAN
FOR CONNECTOR INFO
NA
1 M- A 1 Al- 1.'f A
1 vwn'4_r✓ Wi 1 ✓ 1.+rel� t—VU1�1.J I..GLL W/ I rZ7 IDAAN
CONT. FROM BEAM TO CONT. FROM BEAM TO
FTG. W110" HOOK MIN. FTG. W11011 HOOK MIN.
SCALE KTS.
12op
SLOT
MA
• e
d
EIEI
REFER TO ARCH.
/— FOR ARCH PROFILE
,. d d
d
d I d
d •, 1.
°
' d d
d
---- --- --- —�-
, - 1
1
.1 A w
v X
- 1
Q
CREATE APPROX. 44 HOLE IN
FACE OF MA50NRY TO ALLOW
GROUT TO FLOW THOUGH
ARCH FRAMING
SCALE KT3
MINIMUM WALL AND HEADER STUD REQUIREMENTS
Ur.I- I L LANNt7_C.I IVIN NtUUIKtI-ItN
AT 1=0INT5 ',4'(TOP AND E30TTOM OF
MAXIMUM HEADER SPAN(FEET)
3
(0
9
12
15 1
18
HEADS=R 5TUD5. UPLIFT CONNECTION
15 REQUIRED AT EACH END OF HEADER
NUMBER OF HEADER STUDS
AND AT BOTTOM OF HEADER 5TUD5 IN
SUPPORTING END OF HEADER
*
ADDITION TO CONNECTOR5 AT WALL
1
I
2
2
2
2
UNSUPPORTED
STUD
NUMBER OF FULL LENGTH STUDS
WALL_ HEIGHT
SPACING
AT EACH END OF HEADER
1211
2
2
3
3
3
3
10' OR LE55
1611
2
2
3
3
3
3
24"
1
2
2
2
2
2
1211
2
2
3
4
5
5
GREATER THAN 10'
1(0"
2
2
3
3
4
4
2411
1
2
2
2
3
3
*THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER 15
SUPPORTED BY A 5UITA5LE FRAMING ANCHOR
HEADER STUD SCHEDULE
SCALE KTR
EXTERIOR CMU WALL
SCALE KTS.
2x4 BLOCKING BETWEEN TRUSSES 2411 O/C.
TOENAILED TO ADJAC1NT TRU55ES W1 (2) 16d
COMMON NAILS AND SECURED TO BEAM
WI USP HGAM10 TO BRACE TOP OF WALL
T )P CHORD OF WOOD TRU65
BTM. CHORD OF WOOD TRU55
�/ Ix4 BTM. CHORD
BRACING, SEE PLAN
FOR LOCATION.
TOP OF WALL BRACING
SCALE Kla
ASE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
TO THE BEST OF MY 0XX%EDGE, THE BUILDNG DEMN PLANS AND SPECIFICATIONS
OOMPLY WITH BUILDING STRUCTURAL DESIGN CODE. THE Sw4MG AND SEALMG OF THE PLANS
AND SPECIFICATIONS ARE ONLY FOR THE BUILDW.'S STRUCTURAL COMPONENTS AFFECTED
BY WHO, LIVE AND GRAVITY LOADS.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
Desn
GrouoInc.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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■
i
RIVERBEND
LOT 19
170 MPH EXPOSURE C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
6812
ELEV."A"
GARAGE SWING:
RIGHT
PAGE:
SECTIONS
AND
DETAILS
ENGINEER:
STATE OF FLORIDA
MASNOON
PRINT 65/12/15
DATE:
SCALE: AS NOTED I
SHEET NO:
S5.03
A R C H I T E C T S
la ALLOWABLE UPLIFT = 2125 L55 (1 5-TRAP)
lb ALLOWABLE UPLIFT = 3500 L55 (2 5TRAIPS)
19/32" CDX PLYWOOD SHEATHING WITH 8d
1 or 2 U5P HLPTA15 TRUSS RING SHANK NA11 S 6 ib" O/C. FIELD, EDGES AND
ANCHOR WITH (18) 10d x i2'° 4" O/C DIAPHRAGM BOUNDARIES (FASCIA)
NAILS TO TRUSS. PROVIDE
5" MINIMUM CONCRETE
EMBEDMENT.
USP HLPTA15
2x4 AT 24" O.G.
ENGINEERED WOOD TRUSSES
e 24" 0/( SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
)NR'T' BOND BEAM
3CHIDULE
NAIL SHEATHING 4" O.C, WALL
MEMBERS AND BLOCKY IG W/
10�r� Ndll
2a ALLOWABLE UPLIFT = 6110 LBS (2 BOLTS IN TOP HOLES)
2b ALLOWABLE UPLIFT = 12340 (4 BOLTS)
I or 2 U5P HLPTA15 TRUSS
ANCHOR WITH (18) 10d x 12"
NAILS TO TRUSS. PROVIDE
5" MINIMUM CONCRETE
EMBEDMENT.
3a ALLOUJABLE UPLIFT = 13&0 L55 (1 STiRAP)
3b ALLOUJASLE UPLIFT = 27160 L55 (2 5TiRAP1,5)
19/32" CDX PLYWOOD SHEATHING WITH Sd i or 2 U5P RT16A TRU55 ANCHOR
RING SHANK NAILS 10 111 O/C. FIELD, EDGES AND !"
4" O/C DIAPHRAGM BOUNDARIES (FASt�IA) WITH 10d x 12 HDG NAILS TO TRUSS
AND 10d 3°' HDG NAILS TO TOP PLATE
x
ENGINEERED WOOD TRUSSES FIRST ONE APPLIED TO INSIDE FACE OF WALL.
�► 24" O/C, SUBMIT SHOP IN ADDITION, ADD (4) I(od TOE -NAILS,
DRAWINGS FOR REVIEW 2 EACH SIG>E OF TRUSS,
AND APPROVAL
U5P USC43 STEEL CONNECTOR (U5P
RFUS TO BOTTOM CHORD FOR TRUSSES
W/ HEEL) WITH a"0 HILITI KWIK III BOLTS
W/ 5" CONCRETE EMBEDMENT MIN. AND
(5) 111 COMMON NAILS
MASONRY BOND BEAM
SEE SCHEDULE
. .— —
MRI
r : 1- • •
...... .....
r
PER ARCH
AAI � ice z 1,
V, wAlwl a aisle] mo, I Lei all mmizi;mwo
1
f
-Ix4 BLOCKING AT 5EAM5 U5P RT3A
ON EDGE OF FLAT AT GABLE ENDS 2x4 AT 24" O.C.
UNC) SECURE 5 0(XING TO TRU55 W/
3.� !od TOE NAILS EA END
4 CONT.
N TO WALL WITH
' "x3" TAPCON 6 12" O.G.
NAIL SHEATHING 4" O.C- WALL
MEMBERS AND BLOCKING W/
l0d NAIL
1X4 BTM CHORE)BRACING
AS SHOWN ON PLAN SECURED W/ 2x4 CONT. 1X4 BTM CHORD BRACING
(2) 10d NAILS EA INTERSECTION FASTEN TO WALL WITH AS SHOWN ON PLAN SECURED W/
(2) 12CA NAILS 16" O.G. (2) 10cl NAILS -F-A INTERSECTION
2x4 STUD AT Ito" O.C.
OVERHANGS MMASONRYGABLE
SCALE N.M. \ v % SCALE KTR
(0'-0" MAX �, 1x4 BTM. CHORD BRACING 12" O/C MAX., SECURED W/
SSES
—
---I
zzzll
END WALL OR OTHER
END TYPE CONDITION, IF DEPICTS
SEE PLAN
1�*A no]; 04110 L "01:1 Ell
Ut
LINTEL TO BE MITER ---
CUT 45 ° AT
INTERaEC
LINTEL 1/2" STEEL BEND PLAT'':
PLAN (1 ) 1/4" X 4" TAPCONE
CMU LINTEL
SEE PLAN
T5 STEEL CO"
SEE PLAN
4■ I
I ow
CREATE APPROX. 44 1 iOLE IN
FACE OF MASONRY TO �LLOW -i
GROUT TO FLOW Ti TROUGH
l< .
2X4 P.T. SECURED TO MA5�L)NRY WI
RE'ER TO ARCHITECTURAL
DWG'S FOR ARCH PROFILE
�RD
R LOCATION
IRCING
P.T. 2x4 CONT. W/
1/4"x3-1/2" TAPCON
6 8" O.G. I
P.T. 2x4 GONT. FASTEN TO
WALL WITH 3/I6"x3-1/2"
TAPCON al 12" O.C.
55-2 DOUBLE KNOCK
OUT BLOCKS W/ (1) # 5
EA COURSE GROUT
SOLID
SEAjqq
SCAJI KTS q
(11' x/ g r'; ,,—
ASE EVONEERING SERVICES, INC.
MY
DESIGN GROUP
TO THE BESF aF Y KNOWLEDGE, THE BUILDMG DEShSN PLANS AND SPECIFICATIONS
COMPLY WITH et ILDING STRUCTURAL DESIGN CODE. THE SIGNING AND SEALING OF THE PLANS
AND SPECIFIC;;aTIONS Aim ONLY FOR THE BUILDING'S STRUCTURAL COMPONENTS AFFECTED
BY WIND, LIVE AND GRAVITY LOADS.
10244 East I'oionial Drive, Suite 202
Orlando, FGor& 32817 - 407-677-6665 Fax 407-730-2999
Certif'cate of Authorization No. 25873
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou 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
1
Lmoon
0
ON&
]PRINT
D AT'512/15
E,
SCALE: AS NOTED f
SHEET NO:
04 c
A R C H I T E C TS
12'-4"
ao
F.T. @ 24" O.C.
CONN BY TRUSS MANUF.
GIRDER TRUSS
SECTION
2X12 STAIR SUPPORT AT AN ANGLE TO
MATCH THE TOP RISER. NAIL 2X12
LEDGER TO TRUSS WITH (4) 16d NAILS
TRUSS TO SUPPORT 600# POINT LOAD
FROM THE 2X12
I I
BOTTOM CHORD
EXTENSION
SECTION
P.T. 2x4 CONT. W1 1/411 x
3-1/2" TAPCON w 8" O.C.
SCALE KT a `�../ SCALE KTR
P.T. 2x4 GONT. FASTEN TO WALL —
WITH 3/16 "xY TAPCON 6 12" O.G.
CMU LINTEL
SEE PLAN
I.�
CHIMNEY DETAIL
SCALE KTR
COL. 5EYONE
2" x 2" ALUMINUM POST PER RAILING
MANUF. SET IN 2 PART EPDXY
3" x 3" SQUARE 5LOCKOUT 5" DEEP
CAST IN CONCRETE BEAM. MAINTAIN 1
1/2" CLEARANCE FROM REINFORCING
STEEL EMBED POSTS 4" (MIN.)
3/8" HOLE 2" FROM 50TTOM
POST ALL 4 SIG
06 9'-1 1/2" A.F.F.
BOTTOM OF BI
C5-5 - SEE 5EAM SCHEDI
FOR 5EAM INFORMATI
SECTION
SCALE N a
10d NAILS 4" O1C
P.T. 2x4 5LOCKING
W/ 1/4" x 3-1/2"
TAPCON 6 8" O.C.
/--FLOOR TRUSS
F.T. TO CMU WALL W/
51MP50N HU48 W/ (14)
1/4" x 2-3/4" TITEN
SECTION
3 -
SCALE U.S.
DBL. P.T. 2"x6"
TOP PLATE
2x6 #2 HEM -FIR VERTICALS AS
SHOWN AT RIGHT
8d NAILS AT 6" O.C. ALL PLYWOOD,
ALL MEMEBERS
X — 2x4 BLOCKS W/ (2) .131 "x3" NAILS AT
Q EACH 2x6 VERTICAL
2x4 NAILER W/ (2) .131 "x3"
NAILS INTO EACH BLOCK
2x4 BLOCKS W/ (2) .131 "x3" • •
NAILS AT EACH 2x6 VERTICAL
ob SEE FLOOR PLAN & ELEVATIONS • •
FOR TRUSS BRG. HEIGHT «�
CHIMNEY DETAIL
SCALE KTR
(o" THICK (MIN.)
CONCRETE SLAB
W/ 051S 's 101, O.C.
EA. WAY
C5-3 - SEE BEAM
SCHEDULE FOR
3EAM INFORMATION
"MIN. 11'-1" A.F.F._
'qrTOP OF BEAM cCv
J • • r •
jk T--0" A.F.F. �• •
T BOTTOM OF BEAM
)L. BEYOND
10d NAILS 4" O/C
P.T. 2x4 5LOCKINC� W/ 1/411
x 3-1/2" TAPGON 6 8" O.C.
16" DEEP FLOOR TRU55
6 24" O.C.
9'-9" A.F.F.
777
CEILING HGT
F.T. TO CONC. 5EAM W/
SIMPSON HU48 W/ (14)
1/411 x 1-3/4" TITEN
(4) .131"X3" NAILS EACH STUD INTO
TRUSSES
1\" MIN.
FLAN VIEW
SC" IOTA
5IMP50N SP1 AT 16"
2x4 5LKG FASTEN TO u
WITH 3 "x3-3" TAPCON
O.C. (2 1
FLOOR TRUSS
CONN SEE PL>tilm
4 SEC11ON
+21'-8"AFF.
TOP OF BEAM @
COVERED
ENTRY
+20'-6" AFF.
TOP OF WINDOW
(1) #4x19" PLUS 10" HOOK AT
EACH FILLED CELL
11.411
+11'-6 3/4" AFF.
TOP OF POURED _
EYEBROW
POURED CONCRETE
EYEBROW W/ (3) #4 BARS
CONT.
+8'-2" AFF.
UNDERSIDE OF LINTEL
)NT. W/ (2)
IL5 EA. STUD
_.. , _ONT. FASTEN
TO WALL WITH re"x3"
TAPCON 12" O.G.
— PRECAST CONCRETE
LINTEL FILLED W/ (1) #5
BAR POURED SOLID W/
BOND BEAM ABOVE
C.I.P. EYEBROW DETAIL
SCALE: KT.S.
COL. BEYOND
2" x 2" ALUMINUM POST
PER RAILING MANUF.
SET IN 2 PART EPDXY
3" x 3" SQUARE 5LOCKOUT 5" IDEEP
CAST IN CONCRETE BEAM. MAINTAIN 1
1/2" CLEARANCE FROM REINFORCING
STEEL EMBED POSTS 4" (MIN.)
3/8" HOLE 2" FROM 50TTOM OF
POST ALL 4 SIDES
9'-1 1/2" A.F.F. _
BOTTOM OF BEAM
C5-5 - SEE 5EAM —
SCHEDULE FOR
5EAM INFORMATION
10
SECTION
SCALE KTR
+12'-4" AFF.
TOP OF INTERMEDIATE
BOND BEAM (1362) @
COVERED ENTRY
C5-4 - SEE 5EAM
SCHEDULE FOR BEAM
INFORMATION
12'4" A.F.F. _
TOP OF BEAM
61 N
SLOPE 1" MIN. —�
r
10d NAILS 4" O/C
P.T. 2x4 BLOCKINC-s W/ 1/4"
x 3-1/2" TAPCON 's 8" O.C.
_ 20" DEEP FLOOR TRUSS
SYSTEM 24" O.C.
• • F.T. TO GONG. 5EAM W/
51MP50N HU48 W/ (14)
1/411 x 1-3/4" TITEN
8'-0" A.F.F. •
•
q0 BOTTOM OF BEAM
COL. BEYOND
ASE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
TO THE BEST OF MY 104CUSDGE, THE BUILDNG DESIG14 PLANS AND SPECIFICATIONS
COMPLY WITH BUILDING STMM RAL DESIGN CODE. THE SIGNMG AND SEALMG OF THE M"
AND SPECIFICATIONS AFM ONLY FOR THE BUILDMG'S STRUCTURAL COMIPQJENrS AFFECTED
BY WMD, LIVE AND GRAVITY LOADS.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
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
r
�
RIVERBEND
LOT 19
170 MPH EXPOSURE C
PROJECT#
03303.019
MODEL:
THE WENTWORTH
6812
ELEV."A"
GARAGE SWING:
RIGHT
PAGE:
SECTIONS
AND
DETAILS
ENGINEER:
STATE OF FLORIDA
PRINT` 5/12 `15
DATE;' ! `
SCALE: AS NOTED)
SHEET NO:
S5.05
A R C H 1 T' E C T S
2x HEADER SEE PLAN FOR 51ZE AND QUANTITY z
PROVIDE Ix WOOD or y" PLYWOOD FILLER(S).
NAIL ALL TOGETHER W/ 16d COMMON
LU
NAILS, 2-ROWS, (o O/C
SHORT 2x STUDS BETWEEN HEADER ABOVE
AND FRAMING DIRECTLY ABOVE WINDOW.
SHORT 2x STUDS
BENEATH WINDOW SILL
(3) 2x12 HEADER PROVIDE
--D-56.�ROF-FL-A — — ------------------%2'� 4U00L/_ILLFRI"5t
CONT. NAIL ALL TOGETHER LU/ 16d COI' I ON
2x6 BLOCKING FOR SPUTTER INSTALLATION. NAILS, 2-ROWS, �" o/c
PROVIDE �,>" PLYWOOD FILLER(S).
NAIL ALL TOGETHER WI I(od COMMON
NAILS, 2-ROW5, (o O/C
(1) 2x6 T-LAT TOE NAILED TO JACK STUD
-2x NAILED INTO INSIDE AND OUTSIDE
PLY OF FILLER BELOW W/ I(d COMMON NAILS, 6" O/C
- 2x6 BLOCKING FOR SHUTTER INSTALLATION.
PROVIDE y"" 'PLYWOOD FILLER(S).
NAIL ALL TOGETHER W1 16d COMMON
NAILS, 2-ROLU5, 6" O/C
6INGLE BTM. �'T PLATE
SECTION A -A, SILL AND HEADER FRAMING
SCALE: 3/4" = 1'-0"
LAP TOP PLATE A MIN. OF 40" AND NAIL R11='t' HEIGHT HT OFWALL
WI l(od COMMON NAILS, 2-ROW5, 4" O/C W/ PLAN
BTM. LAP TO OCCUR OVER STUD I
%" 0 X 5" MIN. EXPANSION BOLT
WI 3x3 OVERSIZED WASHERS
PLACED Uo" O/C4" MIN. GONG. EMBED
2x MID -HEIGHT BLO
AND ANY PLYWOOD
W/ (2) 16d TOE -NAIL
NOTES:
1. ALLOWABLE UPLIFT SHALL NOT EXCEED 1225 LBS
2. THIS REPAIR IS LIMITED TO NO MORE THAN TWO (2) DI6PLA`1ED
EMBEDDED ANCHORS IN A ROW
USP PTWM16 WI (4) 1/4"
X 2-1/4" TAPCONS TO
BOND BEAM
MASONRY WALL WI
16" POURED CONC.
CONT. BOND BEAM
TYPICAL ROOF
TRUSS
TYPICAL FLOOR
TR 55
UJ/ (4) 1/4"
'CONS TO
i
DBL. TOP PLATE.
CONT.
cv
X
D" MIN. TOP 3TM. STUD PLATE i IhS
TOP PLATE SPLICE W1 10d x V2" GALV. COMMON NAZI-S
AND NAIL / 16d COMMON FILL EVERY PC'l E.
NAILS, 2-ROWS, 4" O/C DO NOT USE 3" LONG NAIL S!
2x HEADER SEE PLAN FOR SIZE AND QUANTITY 2x6 PT BLOCKING TIGHT BETWEEN TRUSSES
PROVIDE Ix WOOD FILLER(S). SECURE TO ADJACENT TRUSSES W/
NAIL ALL TOGHETHER WI 1 d COMMON (2) 1 d GALV. COMMON NAILS
TOE -NAILED EACH END NAIL ''LOCKING TO
U5P RTI(oA NAILS, 2-R WS, (o" O/C AT LAT () 1 d >MM N NA S
LISP LSTA18
W1 10d x 3" GALV.
COMMON NAILS, (1) EACH END
TOTAL OF 14 NAILS.
APPLIED TO INSIDE FACE ONLY.
SCALE N.T.S.
I wall Isid 11 4 1 0141 gi i
m a
WOOD G.T. PER
TRUSS MFG.
1/4" CAP PLATE
PER 7 MFG.
ti~
n+� i �ri��i i�i rou �.vi n lulu ivri
I
I
STIRAPS
QUIRED
JUbT NOT
OWN FOR
I
SEE OFF
ITE SIDE
I
--HEADER
R STRAP;
1) 2xo FLAT
'OC NAILED TO J
" �" 0 X S" MIN. EXPANSION BOLT
-} W/ 3x3 OVERSIZED WASHERS
PLACED 32" O/C, (o" MIN. GONG. EMBED
I. ALL STEEL TO BE A3
2. ALL ELECTRODES TO BE IOXX
3. ALL WELDS TO BE CONT,
4. PAINT W/ A PAINT HAVING 95%
ZINC OXIDE CONTENT
1/2 - 5. ALL HOLES TO BE 1/5110 FOR
e 3/41' 0 BOLTS
o Q)
9
O
CV
cLl
4" CAP PLATE
TS STEEL COL
SEE PLAN
ji� Iiiiij 01 Mal ��i
i All 111
■
(2) FULL H IGHT
2x '`TUDS
(2) JACK 2x STUDS
UNDER HEADER
ARIT`f
THIS
(5) 2)e STUDS IN CORNER.
NAIL THE (3) CORNER STUDS
TOGETHER WI 16d COMMON NAILS, 3" O/C
(4) 2x STUDS IN CORNER.
NAIL. THE (3) CORNER STUDS
TOGETHER WI hd COMMON NAILS, 3" O/C
SE FLOOD i RUSS TO TOP PLATE
Wl (4) i(od COMMON NA�L;5, 2 ,_A ,H 51DE.
2x MID-HEIG!-ET BLOCKING
AND ANY PLYWOOD SEAMS
s W/ (2) l(od TOE -NAILS, E.E.
3211 MAX.
C-C SPACING
• r •
Le Z
!I WWI
v_ '1"""J
4, y^
A ENG/N ERi'N+ SERVICES, INC
STRUCTURAL DESIGN GROUP
T4 Ti" BEST OF MY KNOU XOGE, THE BUILDING DESIGN PLANS AND SPECIFICATIONS
GO<'R'LY ""'.'.a BUILDING STRUC""UI DESIGN CODE. THE SIGNING AND SEALNG OF THE PL
' 5P_^FICATIONS ARE ONO FOR THE BUILDING'S STFd1GTUR4L COMPONENTS AFFECT
BT WIND, LIVE AND GRAVITY LOADS.
10244 Fast Colonial Drive, Suite 202
Orlanue Florida 32817 - 407-677-5565 Fax 407-730-2999
Certificate of Authcrization No. 25873
92
•
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigrigroup.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
z
0
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I-,
I-
LLL
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DATA: e e
11
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SHEET l\�NO:
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