HomeMy WebLinkAbout7123 Boxer Round Pl99
10072-4EAD-ARIA99
_
HOMES
12602 TELECOM E>RIVE, TAMPA, FL 33637
T,&P (813) 740-9720 Fax: (813) 740-9715
ALL WORK�p.'�3 Si.JF,Fi�'l `l �''11t� H �►p�.�l6�it_INC
CODES I:trORtili0i` t0
NATION Ai_ ELEC F ZFp8YRHtLLS
AND THE CITY C -
ORDINANCES
DECR a4zols
• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
.no= g MDM CODE, F IYIAE,
sm ED1T1(DR (m)
• AIL LOCAL AND STATE CODES
.00CUPANCY - RESIDENTIAL, GROUP R3
:CONSTRUCTION TYPE - VB
•MIN. INTERIOR FINISH - CLASS B
-BASIC HIND SPEED - Vult=150 MPH
Vasd=116 MPH
EVOSURE
• � = B
•2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
ABV. ABOVE
A/C AIR CONDITIONING
ADJ. ADJUSTABLE
ALT. ALTERNATE
ED AMPERAGE
BD' CBOENNTERLRJE
CAB. CABINET
CLG. CEILING'
CLR CLEAR
CONC CONCRETE
CPT. CARPET
CT. CERAMICTILE
D DRYER
DBL. DOUBLE
D.G. DUAL GLAZED
DIA. DIAMETER
DIM. DIMENSION
DISP. DISPOSAL
DP. DEEP
DR DOOR
D.S. DOWNSPOUT
DTL. DETAIL
D.W. DISHWASHER
EA. EACHS.D.
EQ v ELEVATION
EXH. EXHAUST
EXT. EXTERIOR
F.GJFX. FIXED GLASS
FIN. FUEL GAS
FL 1L FLOOR
FLUOR FLUORESCENT
FRENCHCTN
FFTGDR. FOOTING DOOR
GA. GAUGE
GAR. DISP. GARBAGE DISPOSAL
G.P.I. GROUND -FAULT CIRCUIT
INTERRIPTER
GL. GLASS
GYP. BD. GYPSUM BOARD
H.B. HOSE BIB
H.C. HOLLOW CORE
HDR HEADER
INS. OR . T (INSULATION
INT. INTERIOR
LAV.
LUM.
M.C.
MFR
MIN.
M.T.
MTL.
N.T.S.
O.C.
PL
P.B.
PH.
PLT.
PLYWD.
PR.
P.T.
R.
RAD.
RA.EP.
REF.
RM.
R.O.
S.C.
SHT.
SHTHG.
SHWR
SIM.
SL
SL.GL.
STD.
SWS
TEMP.
IOC.
T.O.P.
T.O.S.
TYP.
U.N.O.
V.P.
W.
wn.
Wow.
W/HINTERPRETATION
W.I.
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
MO
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSHBUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADRIS
RETURN FRIGERAIR TORILL
REFRIGERATOR
ROOM
ROUGH OPENING
SOLID CORE EXT DR
SMOKEDETECTOR
E HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDINGPG
SLIDING GLASS
STANDARD
SHEAR WALL
TEMPERREDGLASS
T POFCURB
TOP OF PLATE
TOF0 SLAB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
o
WATER WINDOWilFaTER
WROUGHT IRON
DATE
DESCRIPTION
=IS ISSUED
ARCHITECTURAL SHEET # DESCRIPTION
o1/S/16
20I1 F6C UPDATE
PG Cl-COVER SHEET
PG GN-GENERAL NOTES
PG Al -FLOOR PLAN
PG A2C—ELEVATION "C"
PG El -ELECTRICAL PLAN
PG P1-PLUMBING PLAN
PG Mi-MECHANICAL PLAN
PG DI -DETAILS
PG D2-DETAILS
PG D3-PRODUCT APPROVAL LISTING
PG WAl-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
WA3-WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5-NOT USED
PG WA6-WALL ASSEMBLY DETAILS
ggylg
CD'S RE -ISSUED
04/WM
FOOTING REVISION PER M. 504E6
01A2/IB
PLAN MAINTENANCE
��
REVISED LINTEL SIZE AT FRONT ENTRY DOOR
aAl/Is
ADM LED LtDHre. KITCHEN AeATHraa"PEleMAW SOWS
SIMA
ADDED STONE OPTION ELEVATIONS'C' 4 V
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
1
SQ.FT. CALC. S
LIVING 1,6'12 SG. FT.
GARAGE 432 Sa FT.
8Q
LANAI 96 Sa FT.
TOTAL 2.238 SCR. FT.
STRUCTURAL SHEET DESCRIPTION
PG Sl-FOUNDATION PLAN
PG S1.lA-DETAILS
PG S1.2-DOWEL PLAN
PG S1.2A-DETAILS
PG S2-LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
PG S3-FRAMING PLAN
PG S3.1A-DETAILS
PG S3.1B-DETAILS
PG S3.1C-DETAILS
PG SN1-DETAILS
DRAWING /CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUDDER ASSUMES ALL LIAB LM FOR
OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SEW', THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WP17 TEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL W MTTEN
RF1'a IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWLING SET.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7748078
FAX: 407-774-4078
www.abdosigngroup.com
AA 0: 0003325 ,
P
x
W,
I
1
9
1
f@
�4n
a
Svsaly ea LOT:
SILVERADO
LOT #10
BLK #18
PROJECT#
04128.002-10181
MODET-
4EAB
"1672- ARIA"
GARAGE SIRING:
RIGHT
PAGE:
COVER
SHEET
150 MPH EXP. B
_.:._111
PRINT 10/09/19
DATE:
SCALE: 1/4"=V-0"
SHEET
C1
GENERAL NOM
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED
IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2,
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
SITE WOIIK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
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. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8'
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES,
7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE.
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED,
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1 A INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 3�INCH GYPSUM BOARD OR EQUIVALENT.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.'
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014)
E. APA- THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PLINIBNKi
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.
EXTERIOR WALL COVEROM
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR F MSM
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT,PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926 & ASTM-C1063.12a
3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7.
FIRE RESBTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S
SERVICES FOR THIS PROJECT,
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
CONTROL DATE: 07/23/19 (CM)
1441 N. RONALD REAGAN 8L
LONGWOOD, FL 32750
PH: 407-774,6078
FAX 407-7744078
www.abdesigngroup.com
L AA X: 0003325
a
•
Lt
y
>
>B
J
0
BUDDIV. as LOT
SILVERADO
LOT #10
BLK #18
PItoJECT#
04128.002-10181
MODEZa
4EAB
"1672-ARIA"
GARAGE BWngG:
RIGHT
PAGE:
GENERAL
NOTES
150 MPH EXP. B
L37
DAR-. 10/09/19
BCALE: 1/4"=1'-0"
BFIEET
GN
LAP SIDING
SF'ECIFI,
(TY
4' FIRE
BAND (TY
i' TF
BOARD (TY
1H-18'-8' BLDG. HGT.
.op
now
RAND
"
AISED
-
��111
1
o
. ,.
—�_IIEWR
I��I
In
-
��►
IRSHUTTER
�'
_� ICI �I
ALE
11
S'-8' BR3. HGT.s
FRONT ELEVATION
SCALE: 114 . I'-0' TEXTURED FINISH
NOTE: WALL FENESTRATION FLAS14MG AS PER FBCR R103.4
OFF RIDGE VENT OFF RIDGE VENT
AREAOFATTIC
2235 SQ FT,
NET FREEVENTILATION AREA REQUIRED
1/30D
REQUIREDVENTILATION AREA
• 2235 AM
= MS
VENTILATION AREA X SQ INCHES PER FT. (144)
• 1071.8SQ IN.
MIN. REQUREDVENTILATION
.5% 102.8
IN CAPER PORTION OF ATTIC
538.4 S IN.
OFF RIDGEVENTILATION AREA
115 SQ IN. PER VENT
5384 /115
TOTAL#OF VENTS REQURED
4AMS
TOTAL#OF VENTSPROVIDED
= 5
'AREAOFATTIC ISTHE PERIMITER OF THE HOUSE,
LESS 1HE OVERHANG
--.(EATERIOR OF WALLTO EXTERIOR OF WALL,
NO OVERHANGS INCLUDED)
OFF RIDGE VENT
BE BRGHGT. _
HGT.
4B I I ❑
TYP. I I v
r
'El 1:1 L L
0'-0' FIN. I ( iv -------------------
—
i
REAR ELEVATION
SCALE: 1/4 • I'-0' TEXTURED FINISH
BRG. HGT.
■ 10'
a
i-
'_'_'_'_'_'_'o0'-O'FIN. FLR
LEFT ELEVATION
SCALE+ 1/4 • 1'-0' TEXTURED FINISH
II
OFF RIDGE VENT
0'-O' FIN. FLR-s
,- — li -- — - — - — - — - — - — - — - — - — - — - — - — - — -
OFF RIDGE VENT
48
-------------_'—'_' I I ,,0'-0' FIN.
RIGHT ELEVATION
SCALE: 1/4 • 1'-0' TEXTURED FNISH
oV-0
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL327W
PH:407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA 0: 0003325
ITI
...
4
M
x
BVBDiv 8e LOT:
SILVERADO
LOT #10
BLK #18
PROJZCT#
04128.002-10181
MODEL:
4EAB
"1672—ARIA"
GARAGE EWING:
RIGHT
PAGE:
ELEVATION
,FCFF
150 MPH EXP. B
DATi:: 10/ow/18
MICALE: 1/4"=1'—O"
811M=
A2C
ELECTRICAL LEGEND
SYMBOL
DEFINITION •
NOTES
-e
DSV CUTLET
20 AMP eNN.E POJi
IIOV OUTLET
IIOV OUTLET
V2 or OVILET Rmp
TO EWTW
�dFI
IIOV OUTLET
ISGUIPSO Wk0°'D PAIL
NTSRIPER RAPPM
RENSTANf TYPE)
rmv OUTLET
(u UM OOREeTION
i
EW OUTTLET'e°R0M
o(t°i w r u T
SWITCH
SWITCH
I -WAY OPlR
OUTCM
4-WAY OPER
WALL MOUNTED
LRMf
CEILING, LIOMT
O
LED CLG LIGHT
O„Ip
VAPOR PROOP
LIGMf
OIRCCSSlD
am
�-
WALL ecacE
PM-OWD
eVw.
PAN
I CRT FER sO. Fr.
a—nNLio PAN
IGINT
I----
Plxnee<
MLO[SPICY! M BY
®
7.gyp LLPRAP
ARCND
( )
(SUNS• I'TTfJ
j-�-
2' R.IIOftROI Vt
W N.UCRSScwT
tee-:
�--21 6
W TRACK LOW
O
PANEL
METER
OSD.
aMICKE oeacrae
EE MANCWPIE
f
WILL MOIMED
06MA1699--
Iw I
woo DETECTOR
w-mag EE&
® SSG
cAleoN
own0!I[CTOR
SINALL WE A OWrANCE
OF NOf LOe TH OM 4'
Film WALL
PECAQ LOW
tt�
NATURAL GAS
OMT
►
TELEPICI! JACK
WATER HEATER
TO Y R.EVArSD
DRCCNEGT
AIR DISCONNECT
DISCONECT
F
TELENWa1 JACK
O
i4m
ToEE S PPORNSD N
ACCORDANCE W DOW
MARCEO AS SUCH I =
C[ILWI PAIM1IGHf
T D 0 N
ACO=DI Ee
Eat
ASTORrWER
MANKIND AS euW FOR
�ppJp
24• INCANDESCENT
LOW STRIP
LIGHT STOP
enn®
CBIi
-LIGHT
LIIMrGHsT Rr
FLOOD LIGMr
KITTAD
• PUS.
PWM•EI rm
Foe aw4UB
WB FORT
• LOCATION OF TV JACKS H PHONE OUTLETS A PANS TO
BE VERRED • NOEOIWER PRE -CONSTRUCTION
PEETNQ
• ALL E 4 20 AMP BI%* M C 1WWTO TO BE AIRC FAULT
PROTECTED PER ELECTRICAL FRROYNNOB OF 1=
rrM ro1rIOI raen) F Nee alln aeu romna
20 AMP DEDICATED LAUNDRY CIRCUIT.
GPI . OLA D (NOT ON KITCMIN CIRCUIT)
• DISHWASHER DISCONNECT TO EE LOOKOUT N PANEL
• BATHROOM EXHAUST PAN TO NAVE MIN. CAPACITY OF
10 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OP
NOTION ME07D El A,TM rolTld [aRnl
• LAUNDRY BOOM IetL4ftn SMALL EE GROUD
PAILT C"WX-WMWLN•TER PROTECTION POR
PERSONNEL ON PEEDIM
• WRING MEn1oD SMALL BE NON METALLIC CABLE FOR
ELECTRICAL PROVISIONS OF PISCR&TM ro (2Rnz
• ALL WIORC TO COMPLY UTM ELECTRICAL PROVISIONS
OF TIE PBCR STM SD (ten.
• ALL LABY ma jars ANo
�, OP LIGMTNG MRt WE BER9Y 9lIrJEHT TYPE PER
EPICWNICY) 20n. s4ti rorcTaN wAeu
� �COAC
ELECTRICAL PLAN _________- LKrHT
SCALE: 1/4' • I'-0'
I I
LED LIGHTING
® SINGLE LAV.
• BATH •2
I e I
I � I
1 I
I s I
I � I
I e I
I � I
LED LIGHTING
@ DOUBLE LAV.
01HER'S BATH
®mo"e�mm
moo��mo
tmSIEMENS:..--moo®
EEJ•ESSESRIE�S�SE�S�
®sssear--�mo
0
®oo�-�mm
mm�oa®
mmmr��m
mm�os®
SWISS
�E®�•��ESE®
S���L�SS�SEFi
EE�aEEa�E®EVE®
WEBB
---L�—�
NLM
—
L'�S�SSS�
Sty
i41E��E�E��
�6S�S�S�
SEEM
•
EO
lmllm;=
150 AMP ELECTRICAL RISER
NOT TO SCALE.
GRERAL NOTES•
A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL
OORY WrM ELECTRICAL PROVISIONS OF TPE F�
roIT10N [aen) LOCAL CODES. AND ALL LOCAL POWER
COPPANY REQUIREMENTS,
D. ALL CONDUCTORS SMALL INS TYPE TWN/TFWN UNLESS
NOTED OTMEROISL'
POWER C'O PA
71R4NBPOR'ER
144" VIA SOEDILE SO PVC CONDW OR PROVIDE 3
HJAS ALUINNT (AL) N r' CIA SCNEDLLE SO PVC
CONDUIT UNLESS SERVICE 16 PROVIDED BY THE
ELECTRIC OCTANT. COORDINATE W TM THE ELECTRIC
COMPANY PRIOR TO BD.
M/O CU. TM2N • R CU IN2' CONDUIT OR 3
WN •FIN CU IN2' CONOUIT.
TO TER4NTE ABOVE SOFFIT • OVERIYNG)
DOMINATION SERVICE I ISO AMF
DISCONNECT SWITCH AND 11204140 VC
M ELECTRIC PETER IN I f O S
NEMA 31e WCLOSURE PANEL
EOA/JP
TSLEPMOIE SERVICE C:ANA TBEVINW
BOPIA CS SERVICE ENTRANCE
SOeRTEO NGLvgl fr
NTERSYSTSM BODING
TERMN& AT LCW
VOLTAGE CONNECTIONS
1 4 GU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED POOTER STEEL PER
ELECTRICAL PROVISIONS OF THE 8=&Li
�S1Q17b
M" VIA X 6 FT LONG COPPER CLAD GROUND ROD
i441 N. RONALD REAGAN BLVD
LONGWOOD, FL32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
��t
P
�8
WIN.
a
BUDDiv de L07':
SILVERADO
LOT #10
BLK #18
PROJECTO
04128.002-10181
HODELa
4EAB
"1672—ARIA"
GARAGE 8QiNG:
RIGHT
PAGE:
ELECTRICAL
PLAN
150 MPH EXP. B
pawT
DATW. 10/09/19
BOA=: 1/4"=1'-0"
B E1
-12- V.TR
�I I/2' 2-
(� ,Cl 1/2'
AUTO VENT
IIR'� I
2' v.TR
I TUB r r
,-1 1/2'
LAV 11/2'
-4 IR'
2,
11/2•-�7---- �. r
3
i
1
r2.
3'
WC• �
WARNER
I
LAv. LAV.
3 &Am I
3'
CA.
TO
MAIN
3
4'
PLUMBING
RISER
PLUMBING PLAN
SCALE: 1/4 . I'-0'
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407.774.6078
FAX: 407-7744078
www.abdoslgngroup.com
AA #: 0003325
I
x
i
b
ttyy
0
asks
OVHDIV. & LOT
SILVERADO
LOT #10
BLK #18
PROJE
04128.CT00�-10181
MODEL:
4EAB
"1672— ARIA"
GARAGE OWING:
RIGHT
PAGE:
PLUMBING
PLAN
150 MPH EXP. B
DA T'. 10/09/19
OCALE: 1/4"=1'-O"
8I1EET
P1
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND
INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603.
3, ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, GHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FDC 6TH EDITION (2011) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION
(2011) MECHANICAL CODE 603J
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR MAT14NG FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WIN FBC 6TH EDITION (2011) MECHANICAL CODE SECTION
403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/BMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH
EDITION (2011) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
—
BROKEN LINE- RETUR1 TRUNK
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
®
THERMOSTAT
m
PASS-TNRU AIR GRILL
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
SECURE STRAP TO CONC. CONDENSER
ATTIC
W/ (2)•3/16'X2' TAPCONS UNIT
SIMPSON WB ROLL STRAP
OR EQUAL
CEILING
O O
EXTERIOR WALL
PLENUM
? y
AIR RETURN
SECURE STRAP TO UNIT W/ (2)
4 CONCRETE ��
GSXI 1/4' SHT. MTL. SCREWS
SUCTION AND LIQUID
AIR SUPPLY
y
REFRIGERANT LINES
CONDENSER
UNIT
AIR HANDLER
y
CONNECTION
TO PAD
EXTERIOR WALL
y
3/4' PVC CONDENSATE DRAM LINE
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD 12' FROM STRUCTURE
EVAP. TRAY
y
PVC SLEEVE 70 LINES BELOW SLAB
T
REFRIGERANT LINES TO
PLATFORM
RETURN
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAM, AS PER
FBCR 6TH EDITION (2011)
MECHANICAL MOO. CODE
SECTION 3012.4
HVAC
DRAINS
SCORIATED NICKEL
BRONZE FL. PL.
FIN. FLOOR
OR WALL
COUNTERSUNK
CA. PLUG
SEE SPEC.
BRASS PLUG
�—FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
INSIDE SERIES NICKEL BRASS TOP
CAULK P.VG OPTI/SPEC
FIN. GRADE
OR PAVING
IIS-Y�Yj :�
FITTING OR
EXTENSION TO SOIL
OR WASTE AS
REQUIRED
FLOOR SLAB CLEAN -OUT (TYPN� NEXT. GROUND CLEAN -OUT (TY�PN. )
MECHANICAL PLAN
SCALE: 1/4 • I'-0'
NOTE:
ALL MECHANICAL EQUIPMENT
SHALL BE INSTALLED AT OR
ABOVE F.P.E. ELEVATION.
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngmup.eom
AA #: 0003325
P
8
Z
c
�
J
4A
iY
0
ounDrv. se 1.1071:
SILVERADO
LOT #10
BLK #18
PROJECT#
04128.002-10181
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
RIGHT
PAGE:
MECHANICAL
PLAN
150 MPH EXP. B
DATE: 10/-11
09/19
SCALE: 1/4"=1'-0"
S*ECET
M1
R 2X4 TOP PLATE
^`
COMR MEAD
PRE-FAB TI0188
N' TAGI(t GOAT •, 01'W !a!
VY CL& BOARD A I D •TINGTu•AL row
o"mo LY TO
MAeONW LN P.T. WD
NOTE: STUDS IN GKIL Y A*D MR
RL
PARTITIONS SUPPORTING lea
1/2' DRYWALL WALL HUNG PLUMBfWs AlO W& •NA.ANT "BACICIM _
FIXTURES AND WALL WAT�mSTW 1"LONGWOOD,FL327508W0
CABINETS SHALL BE NOT PH: 407-774.8078
LESS THAN 2x4, WHERE oommm..i FAX 407-774-4078
2x4 u10DD SPACED NOT MORE n mP,.L•c. PAno�ao To
TTeAcx eRnrxeT• www.abdesigngroup.com
STUDS •24 THAN Irv' O.C. OR, NOT Txxoo aAn WOM JAMB PM AA #: 0003328
or_ Pogo=LESS THAN 2x6, WHERE AMP fW �K �T O1eA1OOOR
eY rlar. °T ODHD°
SPACED NOT MORE PASTT•®ro �
THAN 24' O.C. ` a TRACK °"Acm" mom
.SLAD WrPVWVAL
APPwovAL Raa
FM. PLR
2 GAS LINE THRU BLOCK 3 __ GARAGE DOOR JAMBS
(a)TYP. INT. WALL (NON-BRG.) SCALE: II/2'-V-0'
D1 SCALE, 3/4'.I'-m'
FIBELASS SHINGLES 2x BLOCKING BETWEEN TRUSSES
OVERG
R B0 FELT PAPER OR PER STRUCTURAL DETAILS
FIBERGLASS SHINGLES SYNTHETIC PRODUCT,
OVER -30 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES
P
le
FIBERGLASS SHINGLES OR SYNTHETIC RWb.1.1 ON J' O.BD. OVER sFELT PAPER OR
OVER W FELT PAPER PRODUCT, INSTALLED 8HEATHRJG OR j' CDX SYNTHETIC PRODUCT,
METALLED PER SECTION
OR SYNTHETIC PER SECTION RWb.IJ PLYWOOD SECURED PER
PRODUCT, INSTALLED FASTENER SCHEDULE R905.1.1 ON I}' OSD.
ON �' O.S.B. SHEATHING
PER SECTION R905.1.1 �' CDX PLYWOOD PER
AT ALL UPRIGHTS BREATHING OR 1' CDX
ON J' OAS. SHEATHING S/S' GYPSUM DOA OR
PER STRUCTURAL DETAILS PLYWOOD SECURED PER
OR J' CDX PLYWOOD OR 1/2' HIGH SECURED PER
SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. rrP FASTENER SCHEDULE
FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE OR PRE-ENG � TRUSS O.N.
MTL. DRIP EDGE40
STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER
40
ELEVATIONS ELEVATIONS !;4XSEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER
PRE-ENG TRUSS INSULATION R-VALUES PRE-� TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT
MTL DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION RGY CODE FORMS
FOR PRE -ENS. GABLE TRUSS
PER ELEVATION PRE-ENG. GABLE TRUSS
m' WEEP SCREED PER ELEVATION WEEP SCREED
2x FASCIA PER TYP. 2x FASCIA PER
ELEVATIONS OH. ELEVATIONS 2x P.T. SECURED PER 5/8' GYP&M BOARD OR IR' 2x P.T. SECURED PER
HIGH STRENGTH CI-G. BOARD
VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS STRUCTURAL DETAILS
�WINDOW ATTACHMENT
AS PER MANUFACTURER
SPECIFICATIONS
R-4.1 INSULATION
- 1/2' THICK 2 COAT
REFERENCE
WINDOW ATTACHMENT AS PER
PORTLAND CEMENT
STRUCTURAL
MANUFACTURES SPECIFICATIONS
PLASTER IED
RENCE
DIRECTLY TO MASONRY
ix2 P.T. FURRING
STRUCTURAL
STRIPS 24' O:C.
I/U' THICK 2 COAT PORTLAND
Ix2 P.T. FURRING
S' CMU
CEMENT PLASTER APPLIED
•UN..,BD.
1/2' THICK, 2 COAT PORTLAND
DIRECTLY TO MASONRY
i/1' THICK, 2 COAT
/lRGTPIPS
• CMU
CEMENT PLASTER APPLIED
1/2' GYP. WL. BD.
APPLIED
WOOD BABE
DIRECTLY TO MASONRY
WOOD BASE
PLASTER
DIRECTLY TO MASONRY
0'-m' FAIN. FLR
_ V'-0' FM. FLR
0'-01 FIN. FLR4
0'-0' FIN. FLR
.v
a
�
a
W/
WINDOW OPENING
TYP. WALL SECTION
W/ WINDOW OPENING
TYP. WALL SECTION
ti
B
B
O GNNOTE:
NO OPENING
PER SECTION 905.1.1 - FOR ROOF
SLOPES 2:12 TO LESS THAN 4:I2 A
>stMDIV. :e LOT:
SILVERADO
LOT #10
BLK #18
PROJECT*
04128.002-10181
MODEM
4EAB
"1672-ARIA"
CARAOE S111►INC:
RIGHT
PACE:
DETAILS
150 MPH EXP. B
5 1-STORY HIP BLOCK WALL (2) LAYER uNDERLAYMENT SYSTEM 6 1-STORY GABLE BLOCK WALL
DV SCALE. 3/4'"I'-m' IS REQUIRED. FOR ROOF SLOPES 1 SCALE, 3/4'.I'-m' AR('ITCCT=
FLORDA
OF 4:12 OR GREATER (1) LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM D22(o TYPE II, T 1 0 2
ASTM D 4965 TYPE Iv, OR ASTM D
6151
11
ROLAND A CRA
AR NO 93M
DitiNT
A 10/01)
ISCALM 1/4"=1'-0"
N*EC=
D1
A-DMTO 4' VISECt ENT MK
EVELLY PROM PLOOR TO
2XO GARAGE DOOR DUCK UV (0)
® )§*)W A -DOLTS 4' WISEDMENT MI.
W/ 2'x2'Xx Y446f1R AND NUR
SPACED EVENLY MWM PLOOR TO
GARAGE DOOR HDR N JOINTS
PRIOR TO PILLING.
1-2X0 PT DLOCK - CENTER OF
N DOOR HEADER WKIM-AV J-BOLTS
4• WV 2'X2'XK• WANNER
AND NIT.
® �NOLEZoo a SHALL DE N ACCORDANCE TO ' ❑ I
PLWPACTURER'S INSTALLATION 14TM CTb" WHOM
SUCH NOTRCTIONS ARE MOUE 6TftW48NT
GARAGE DOOR
T BUCK ATTACHMENT
y.N-.
f
LA VX4' OR PX2' P.T. NAILER
❑ 1.4 P.T. OR Yi X4' MIN.
SECURE THRIJ FRAME 1
EXTEND 1-Yi INTO 15LOGK
❑ W/ W6' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I-Yi
WITHIN 8' OF EACH END 4
18' O:C. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Yi )
DOOR JAMB TO BLACK +3/4 OR +5/4
WINDOW TO BLACK +3 4 OR +5 4
A SCALE: N.T .
2X4:m
SECURE TO BLOCK W/ )1b'
TAPCONS OR
(MIN. SHANK SIZE 345
MIN. HEAD SIZE 3"
MN. EM090MENT 029
WITHIN W OF EACH END 4
W3' O.C. MAX SPACING.
2X6:m
SECURE TO BLOCK WQ-Wb'
TAPC0WMIK SHANK SIZE
.145
MIN. HEAD SIZE 900
MIN. EMBEDMENT 1 Yi )
WITHIN 8' OF EACH END 4
g' CMU
18' O.C. MAX SPACING.
)S• DRYWALL
2Xg:m
❑
CX4' OR I'X2' P.T. NAILER
SECURE TO BLOCK IW2-34.
CASING
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
LCW
DOOR JAMB OR WINDOW
MN. EMBEDMENT I Yi )
ATTACH TO 2X PER
WITHIN 8. OF EACH END 4
MANUFACTURES DETAILS.
18' O.C. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y♦')
DOOR JAMB TO BLOCK +1-1 2"
n 1TWDOM TO BLACK
" SCALE: N.TB.
+1-1 "
2X4=
SECURE TO BLOCK au'J(r'
TAPCONS (MIN. SHANK SIZE
145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
NOTE! STRUCTURAL 2X
2X6m
MUST BE ON OUTSIDE 4
SECURED THROUGH
SECURE TO BLOCK W/2-%'
NON-STRUCTURAL V.-
TAPCONS
TAPCON MIN. I-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
, CMMIN.
EMBEDMENT I Y4')
'DRYWALL
WITHIN V OF EACH END 4
I8' O.C. MAX SPACING.
'X4. OR 1'X2' P.T. NAILER
2X8:®
❑
SECURE TO BLOCK W/J-2)(•'
7(r' O.S.B. X 4' MIN.
TAPCONS
(MIN. SHAW SIZE .145
pppR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4')
ATTACH TO 2X PER
WITHIN W OF EACH END 4
MANUFACTURES DETAILS.
18' O.C. MAX SPACING.
NOTE. SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED V)
DOOR JAMB TO BLACK +1-IS 1p"
c 11[IfDOW TO BLOCK +1-15/ 5
SCALE: N.TB.
2X4:m
SECURE TO BLOCK W/ W6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Yi )
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
IV OJ:. MAX SPACING.
MUST BE ON OUTSIDE 4
2X64=
SECURED THROUGH
SECURE TO BLOCK W/2-))(•'
NON-STRUCTURAL Vo'
TAPCONS
TAPCON MIN. I-Yi
(MIN. SHANK SIZE J45
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Yi)
8, CMU
WITHIN 8' OF EACH END 4
)S• DRYWALL
18' O.C. MAX SPACING.
2X8m
VX4' OR I'X2' P.T. NAILER
SEA BLOCK W/J-%'
CASING
TA
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1 Yi)
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS,
B' OiC. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLACK +2
T% WOMW
TO BLACK +2 1 4f
" SCALE: N.T.S.
2X4=
SECURE TO BLOCK W/ V
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 049
WITHIN 8' EACH END 4
NOTE: STRUCTURAL 2X
18' O.C. MAX BPACMG.
MOT BE ON OUTSIDE 4
2X6m
SECURED THROUGH
NON-STRUCTURAL V&*
SECURE TO BLOCK W/2-j%'TAPCON
MIN. I-Yi
(MIN. SHANK SIZE J45
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
' CMU
MIN. EMBEDMENT 149
JS' DRYWALL
WITHIN V OP EACH END 4
V O:C. MAX BPACNG.
❑
'X4' OR VX2' P.T. NAILER
2X8m
SECURE TO BLOCK W/J-%'
TAPCONS
DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
DOOR JAMB OR WINDOW
WITHIN V OF EACH END 4
ATTACH TO 2X PER
IS, ONG. .C. MAX SPACI
MANUFACTURES DETAILS,
Nplb W M� �( N o IIIIVJ 1
DOOR JAMB TO BLACK +3"
E SCALE: N.T.S.
2X4=
SECURE TO BLOCK W/ )W
TAPCONS
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
*'Or- MAX SPACING.
MUST DE ON OUTSIDE 4
2X64=
SECURED THROUGH
SECURE TO BLOCK W/1-V*'
NON-STRUCTURAL W6'
TAPCONB(MK SHANK SIZE
TAPCON MIN. I Yi
145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
8. cm
8' OF EACH END 4
DRYWALL
0' O.C. MAX SPACING
2X8:m
❑
I'X4' OR VX2' P.T. NAILER
SECURE TO BLOCK W/2-V&'
2ND 2X SECURE TO
TAPCONS(MN. SHANK SIZE
STRUCTURAL MEMBER
145
W/l2I WITHIN W OF EACH
MIN. HEAD SIZE 300
END 4 6' TO W O):. MAX
MIN. EMBEDMENT 1 Y4')
OOR CASING
UAT14IN 8' OF EACH END 4
DOOR JAMB OR WINDOW
IS' O.C. MAX SPACING.
TTAC 4 TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4)
DOOR JAMB TO BLACK +3"
F pBiDOM TO BLOCK +3'
SCALE, N.TB.
2X4=
SECURE TO BLOCK WN4'
TAPCONBIMIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y♦')
NOTE: STRUCTURAL 2X
WITHIN 8' OF EACH END 4
MUST BE ON OUTSIDE 1
18' O.C. MAX SPACING.
SECURED THROUGH
2Xb m
NON-STRUCTURAL'16'
SECURE TO BLOCK WA-1/4'
TAPCON MIN, I-Yi
TAPCONBIMIN. SWANK SIZE
EMBEDMENT INTO BLOCK
145
MIN. HEAD SIZE 300
, CMU
MIN. EMBEDMENT I Yi)
• DRYWALL
WITHIN V OF EACH END 4
16' O.C. MAX SPACING.
'X4' OR VX2' P.T. NAILER
2X8s>=
❑
SECURE TO BLOCK W/I-I/4'
74. O.S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE J45
DOOR CASNG
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y♦')
DOOR JAMB OR WINDOW
WITHIN W OF EACH END 4
ATTACH TO 2X PER
18' OJ:. MAX SPACING.
MANUFACTURES DETAILS.
M014 MM Y:�p m nu�.lrs tW NT •» 4•)
DOOR JAMB TO BLACK +3-7/18"
1RNDOM TO BLACK +3-7 18"
G SCALE: N.TB.
2X4=
SECURE TO BLOCK W/Y♦'
TAPO"
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Yi)
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
IW O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6m
SECURED THROUGH
SECURE TO BLOCK W/1-1/4'
NON-STRUCTURAL'
TAPCONS
TAPCON MIN. 144
(MIN. SHAWL SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT 14")
8' CNN
WITHIN 8' OF EACH END 4
)L' DRYWALL
18' OL. MAX SPACING:
I'X4' OR I'X2' P.T. NAILER
2XDm
SECURE TO BLOCK WA-1/4'
' P.T. X 4' MIN.
TAPCONS
OOR CASING
(MIN. 814ANK SIZE .145
MIN HEAD SIZE 300
MIN. EMBEDMENT I Y♦')
DOOR JAMB OR WINDOW
WITHIN V OF EACH END 4
TTACId TO 2X PER
IS' O.G. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Yi )
nDOOR JAMB TO BLACK +3 3/4"
11IN B TO BLOC + 3/4
"
H SCALE: N..S.
1441 N. RONALD RFAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
wwwAbdesigngroup.com
L AA #: 0003325
m
P
y
0
�
Q
i
f�
Iy
6
~O
Q�
U
WL
swill,
9
EL7HDLIV. Ae LOT:
SILVERADO
LOT #10
BLK #18
PROJECT#
04128.002-10181
MODEL:
4EAB
"1672— ARIA"
GARAGE EWDM:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
' TL
DA `. 10/09/19
SCALE: 1/4"=V-0"
SHEET
D2
PRODUCT APPROVAL LISTING SHINGLE (STANDARD)
EXPIRATION DATE
FL 17325.1.2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 17232.6
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 17234.2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 17232.4
FL 17232.3
FL 17248.1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 6223.3
FL 1732S.1
FL 7473.1
EAGLE PRODUCTS
ROOFING
ROOF TILES
2017 FBCR
12/31/2020
FL 12019.1
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2017 FBCR
3/2/2020
FL17676.9
MI WINDOWS & DOORS
SINGLE HUNG
2017 FBCR
6/16/2020
FL15332
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2017 FBCR
6/16/2020
FL 15353.1
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2017 FBCR
6/16/2020
FL 15076.1
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2017 FBCR
12/31/2019
FL 5678.14
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 5684.3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 15279.5
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2027 FBCR
12/31/2038
FL 5891.1
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2017 FBCR
12/31/2020
FL 10758.2
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2017 FBCR
10/13/2020
FL 10477.R7
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
01/01/2021
FL 13192.2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
12/31/2020
FL 13223.2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2027 FBCR
12/31/2020
FL 13265.1
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
12/31/2020
FL 4103.1
TAMKO
ROOFING
ROOFING ACCESSORIES
2017 FBCR
12/31/2020
FL 7006.4
IKO
SHINGLES
30 YEAR
2017 FBCR
9/6/2021
FL 158.1
CASTCRETE
STRUCTURAL
LINTELS
2017 FBCR
5/21/2022
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM
W W W.FLORIDABUILDING.ORG
CONTROL DATE:08/06/2019
1441 N. RONALD REAGAN Bl
LONGWOOD, FL 32780
PH: 407-774.8078
FAX 407-774-4078
www.abdeslgngroup.com
l AA #: 0003325
q
�
P
>lU13DIV. ac LOT:
SILVERADO
LOT #10
BLK #18
PROJECT*
04128.002-10181
MODElu
4EAB
"1672- ARIA"
GARAGE OWING:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
u
ROLA D A ABOUCHACRA
L AR NO 9FM A
ff
10/09/19/4"=l'—O"3
OL R7LD NYIIC . Pr. A
®FOLD
OLPT. A MW11F
rt.A
I.CNI N.PT.a
l OIEAN . PT.O
OL POLO NMIO . PL A
7. CRTAN • Pr. •
TOLD
AF
9. CIMAN • Fr. a
* CRUN • PT. e
♦ Pew Pr. C was PT.
• MI. rr. C TaxCft
BOTTOM( ILANU
N.
s�
0
soiian
NIL F". 2CL
am cur.
® KICKOUT
DETAIL
f THICK, 3 COAT CEFIENT
PLAaTER 0=14 VP } COAT
Cwgw rlAwm (Cru)
MO LAYER 9, FORTPISER
enILONO PAPER ORN'3S ONLT)
LLR6 LAYER 9,
•VX= ~(PRAM OILT)
LAP LAVE M OULOMs ~
&1 M %ALM• KN K •TOP
•�isal'�i ASOY•
ONLT)
RHia OR cm
aCaaOR
\
w •Au RAM••
I
\
WAY" TImw RIAL (moo OR
.GLOW
' MKN1 KI0(OIRKIOtO1R
I�� Ai •OTf071 O} ICGr I
••••• • `�R•IC110N3
WOOD SHEATHING OR CMU
WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
i' THICK 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRS 4 TAPE OVER
ROOF/WALL SCREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
Z (NAIL TO ROOF DECK, NOT
F WALL SHEATHING)
�+ GAP SHINGLE - OF NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
Q"L" FLASHING
N.T.S.
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIFI5ER - -...... -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
• I A r�����=ffl A
SELF-ADHE51VE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R-103.1.I / ASTM C-841-09, MIN. 2.5 L55.
PER 5a. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-7744078
FAX 407-774-4078
www.abdesigngroup.com
AA N: 0003325
•
88
n
6
a
W
ul
SID
�j
r i
a
W
s
aVHDIV. as LOT:
SILVERADO
LOT #10
BLK #18
PROJECT*
04128.002-10181
MODZU
4EAB
"1672-ARIA"
GARAGE OWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
1
D � 10/09/1,
ECALE: 1/4"=1'-0"
SHEET
WA
LEGEND
DRAINAGE PLANE (WRB
LAYER "I, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER ------
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
SELF-ADHESIVE FLASHING
NOTE:
— — — — —
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
W SELF ADHESIVE
OVER TOP t SIDES
SELF
WOOD SHEATWMG
FLASHING
LAYER -1,UNIT
STUCCO WRAP
LAYER 02, FORTIFIEER
PREMANUF. DRYER
BUILDMG PAPER
VENT CAP (SET IN
METAL. LATH
CONT. SEALANT)
WOOD/
—FINIBN
CONSTRUCTION
. tUOOO
PASTEN TO WOOD STRUCTURAL
SEALANT •
MEMBER • T' O.C. MAX
TOP t SIDES
e' cm
9 DRYER VENT (BLOCK)
BUILDMG PAPER
OVER 'QUICK
FLASH'
6� F-
-1
PIPE THROUGH
WALL
I
b' SELF ADHESIVE—
FLASHING (INSTALL
PER MANUF. SPECS-)
ISUILONG PAPER —
UNOER 'QUICK FLASH'
A'WENT PENETRATION
SCALE: N.T.B.
ELEC. METEF
VERIFY LO
I"r%=i IV ICCI..CIYC
STUCCO SCRATCH COAT
t 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
I
-ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
PR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
::O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER M,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUGH TWA'
NO MEMBRANE
ENTERS BOX,
APPLY TO FAf
EDGE
APPLY E-Z
OVER b® MI
GRADE 'D'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
ADHESIVE K ASWWA CLEAN
MASONRY BEFORE API -LYING
V PMISN • MAOONRT
HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
STEP #1
STEP #3
STEP 05 STEP #(o
OELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-7744078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
r
at
a
IL
Ll
to
ou
x
BVBDM i IAT
SILVERADO
LOT #10
BLK #18
PROJECT*
04128.002-10181
1[oaEia
4EAB
"1672—ARIA"
GARAGE BMING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
k.150 MPH EXP. B
DATE 10/09/19
BCALJC: 1/4"=1'-0"
a*=]"
WA2
1441 N. RONALD REAGAJBLVD
LONGWOOD, FL32750PH:407-774-607
FAX 407-774.407
www.abdesigngroup.
AA N: 0003325
C
•
6
Z
_m
�
O
J
W
aka
LEGEND
DRAINAGE PLANE (LURE
LAYER "I, STUCCO UURAP)
44
LURE LAYER 02 (FORTIRBER - - - - -
BUILDING PAPER) 0
fl
METAL LATH x-x-x-x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING - - - - -
sVHDIV. a• LOT
SILVERADO
LOT #10
BLK #18
PROJECT*
04128.002-10181
MODE14
4EAB
"1672-ARIA"
GARAGE 91nNG:
RIGHT
PAGE:
WALL
ASSEMBLY
50 MPH EXP.
DETAILS
CORNER BEAD 1B
(FASTENER 4 SPACING + I' O.C.) ARCMECT:
STATE CF FLOFI�A
iv
N
CT 1
CMU
' THICK, 3 COAT CEMENT AR NO
PLASTER APPLIED
DIRECTLY TO MASONRY
p TM 10/09/19
sCALE: 1/4"=1'-0"
14B CORNER BEAD C� BLOCK aHEET
WA3
WOOD CONSTRUCTION
BEYOND
WOOD SHEATNNG
WEAT ER RESISTIVE
DARNER 9 /
drATHER RESISTIVE �
DARNER /
/ \
elf.' X l Y� LAPSIDMG / \
SELF-WE�
P6.
I LASM
M-ASWNS< UNAI WER R5SISTIVE
/ \
STARTER eTlaP \\ DEER 4 MOTIVE
W SELr-ADHERNG
1 _ R.ASNNG
\ — GALV'D METAL
GALVD METAL W FLASNNG
'2' IL.ASNN6
u�3Do �SMAIB�ER
C /
/ I Y' x i' EMULATED
.; uvw TRM MCMBER
OR AF"PVAD SEALANT
SIDING TO STUCCO
® BLOCK TO FRAME
9 TRANSITION
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-841-0% MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFI5ER — . . —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING — — — —
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7748078
FAX 407-7744078
www.abdesigngroup.com
AA #I: 0003326
m
q
0
W
5
SUBM ae LOT
SILVERADO
LOT #10
BLK #18
PROJECT#
04128.0 2-10181
MODEL:
4EAB
"1672-ARI9"
GARAGE SUING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
Dlurrr
A 10/09/19
9CALE: 1/4"=1'-0"
SHEET
WA4
2xfo SUB-BANb
W/I'x4' NOTCH •
END, WRAPPED IN
PEEL t STICK
DRIP EDGE
I\
'1/8' TEXTURED I
FINISH • WOOD I ��
1/2' TEXTURED
FINISH • CMU
METAL FASCIA
WRAP Ye' FROM
STUCCO, I' FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
1/8' TEXTURED
FINISH • WOOD,
1/2' TEXTURED
FINISH • CMU
x
METAL LATH
x x x
x x x x x
METAL FASCIA wRAP
1 D SHEATHIWs
x x x x x x
:
OR C)
x x x x x x
00 LAYER 1,
STUCCO WRAP (FRAME ONLY)
x x x x x x x x x x x x
WRB LAYER 92, FORTRBER
x x x x x x x x x x x x x
-
BUILDING PAPER
(FRAME ONLY)
x x x x x x x x x x x x x
FRAME OR CMU
2X6 S{)B BAND
Roorw. cEMENT
x x x x x x x x x x x
x x x x x x x x x x
i
FELT PAPER
DRIP EDGE
x x x x x x x x x x
DRIP EDGE
x x x x x x x x
(REFERENCE POINT
/�
FLAN 5
METAL KICK OUT
x x x x x
ONLY. FOR WALL OFF
x
SET OF COMPONENTS)
�\ NOTE: NOTCH FOR 2X&
\� SUB BAND ONLY ROOF KICK OUT REMOVED
FOR CLARITY
\\ ROOFDECK (BEYOND)
`\ DRIP EDGE, I' OFF WALL
(NOT INTO STUCCO)
\ I'1/8' TEXTURED FINISH •
\\ )WOOD, 1/2' TEXTURED
FINISH • CMU
2xb SUB -BAND W/I'x4' NOTCH •
END, WRAPPED IN PEEL t STICK
®EVA T I O* I I �l METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
SUB BAND DETAIL ® WALL
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/I�'x4' NOTCH •
END, WRAPPED IN
PEEL t STICK
ROOF CEMENT •
ROOF EDGE
OMITTED FOR
CLARITY
3+
x
LIN
x x x 5
x x x x �4
x x x x x x
x x x x x x
x x x x x x x x x x x x
x x x x x
FRAME OR CMU
PRE-ENG'D TRUSS TO BE CUT •
x x x x x x x x
x x x x x x x x x x x x x
WALL KICK -OUT FLASHING
WALL LINE TO AVOID CONTACT
x x x x x x x x x x x '
FELT PAPER
W/TEXTURED FINISH
x x x x x x x x x x
2'x4'x4'-fd'
xxxxxxxxxx
DRIP EDGE
SCABBED TO TRUSS
x x x x x x x x
(REFERENCE POINT
W/12d NAILS fc'-S'
x x x x x
ONLY FOR WA
FORO.C.
MAX.
x
SET OF COMPONENTS)
2x SUB -BAND W/%'x4'
"
NOTCH • END
= ",
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
METAL FASCIA WRAP
WN�'x4' NOTCH •
ADRIP
END, WRAPPED IN
PEEL t STICK
®PL)4N EDGE
EXTERIOR WALL
*ROOF CEMENT •
(FRAME OR CMU)
ROOF EDGE
OMITTED FOR
SUB BAND DETAIL O WALL
CLARITY
W/KICK-OUT
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.com
AA #: 0003325
W
c
3
4n
f
0
x
s,uHDIV. AleLOT
SILVERADO
LOT #10
BLK #18
PROJECT#
04128,002-10181
MODELa
4EAB
"1672- ARIA"
GARAGE BIW MG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
DA 10/09/19
SCALE: 1/4"=l'-0"
VV A6
EXTEND
SLAB 1 1/2"
— — 14-12X18
• I FM-12X12 "-
—
4" CONC
m
1 1A
I� SLAB u
I`
1
4
x
y
w
I j .3 1/2 0 a io
Y
F 2 24
9,-0"
2
,0
----
r— 1 FM-12ZX18
1A
I
I
I
I
I.
I
-
TOP OF
4
1O
SLAB
I
1" PVC CHASE N
I FOR ELEC. 0
ISLAND LL
1
�4
I�
x
I
I�
ILL
I
.I
I
`.
a (L
I
Y
EXTEND 4 PVC
CHASE
I
SLAB 1 112
I
TE1—='---J.
-----
�- 51/2
4" CONC.
}
SLAB
I
T-6
a'_0"
= I
F
SLAB
1
~I
lu
EXTEND O 2
FM-12X16
SLAB 1 1/2" y
1.1
_ _ _
4 CONC.
m I
X
a
W
S 36� oaf �I 6"3,1„
I
I
��__
,.,
1.1— J
FMC-12X18 FMC-12X18
— — — — — FM-12X16 -
— —
——FM-12X18
- FM•12X12
twi
FOUNDATION PLAN
SCALE: 1 /4" = V-0"
Tm
�
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +-0'4".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
I I.GINDICATED #5 BAR, GINDICATES #6 BAR,0NDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90"
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30", #5.361. AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE,
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: F'm =
1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN
RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER d OF SLAB SUPPORTED
T-IT O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 6th EDITION
SLAB SCHEDULE
SLAB
THICKNESS
I REINF.
REMARKS
6.6 W1.4xW1A OVER
GENERAL
1 31/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNOATION WITH 3a' LEG EACH WAY.
MARK
I WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
FM-1Dc18
12'
CONTINUOUS
18'
-
(2)#5's
FMC-12x18
12'
CONTINUOUS
IT
-
) s
-
VARIES
F-24x24
24"
24"
12'
() 's
() s
FM-1at12
12'
CONTINUOUS
12'
-
(2)#5's
TEA
W
SEE PLAN
1.
-
s
1441 N. RONALD REAGAN BLVD,
LONGWOOD,FL32750
PH: 407-774,6078
FAX: 407-7744078
www.abde•lgngroup.com
AA #: 0003325
I'o
S
4
0
•
t�
SJ
q
ai
I
ttyy
1i1
SXMDIV. a• LiOT:
SILVERADO
LOT #10
BLK #18
PROJECTI/
04128.002-10181
MODEU
4EAB
"1672—ARIA"
GARAGE Sr►MG:
RIGHT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
DA 10/09/19
SCALE: 1/4"=1'-0"
SiiEET
sl
30"
MIN. EACH WAY
MONOLITHIC FOOTING
—
�
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
v
Q p;
EE PLAN FOR SIZE AND
CELL SG
< IL
O
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
i
O
SPACING REQUIREMENTS
r
K C
Q w
V
_ _
.1'�Q �I .'. ° ..- '°.
GARAGE DOOR
RECESS
ai O
�a7
¢
I I FM
,
g 7
0_ Z
O SD
8"CMU WALL
O N
Z
8" CMU WALL
.. f CORNER BARS, SAME SIZE AS BAR
I IN FOUNDATION WITH 30" LEG EACH
W W 8'
+- 0'-0"
,
'1 WAY AT ALL CHANGES IN DIRECTIONS
W p=
N
+_ IY-0"
TOP OF SLAB
TOP OF SLAB
I ..° > SO THAT THE STEEL REINF. IS CONTINUOUS
MATCH AMOUNT OF CONTINUOUS BARS
CURB FOR
°
EXT. PORCH SLAB
SEE SLAB SCHEDULE
46 BAR DIA.
4"CHAMFER (1STORY)
1&'
,
EXT. PORCH BLAB
- V I
SEE SLAB SCHEDULE TOP OF GARAGE
° v. I : e..la CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
q. MASONRY
UNITS SET
" 7�p, AT ELEV:
W/ 12" ISOLATION .,.�
S' CHAMFER (2STORY)
4"CHAMFER (I -STORY)
01-0"
JOINT (WHERE .
44"
W/ 1ISOLATION
5" CHAMFER (2-STORY)
APPLICABLE) z_ -
SEE SCHEDULE
30"
E.,
JOINT(WHERE
APPLICABLE)
is
rya
° EESCHEDULE
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
2
FOR WxD, BAR SIZE
36
FOR WXD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
Iv
AND BAR QUANTITY
AND BAR QUANTITY
NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND
47'
EXTERIOR MONO -FOOTING
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
1
SCALE:34"=1'-O
2
@ GARAGE SCALE 3/4"=T-a'
8 CORNER BARS DETAIL
DOOR OPENING
O
SCALE: 3/4"=1'-0"
SCALE: 3/4„=1'-0"
LAP TOP PLATE A MIN. OF 49'
LAP TOP PLATE A MIN. OF 48'
AND NAIL W/ 16d COMMON
AND NAIL W/ 16d COMMON
EI
NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
4" VERIFY HEIGHT
NAILS, 2-ROWS, O/C BTM.
LAP TO OCCUR OVER STUD OF WALL PLAN
PLAN
LAP TO OCCUR OVER STUD OF WALL PLAN
W
w a
I
2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP
2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
I'CAPPED
S NEW REINF. BAR
No 2 STUDS SEE PLANS FOR
SECURE ST. PLATE TO SLAB W/
PLANS FOR SPACING. SINGLE
GALVANIZED PIPE
O a SECURED W/2-PART
SPACING. SINGLE BTM. PLATE
1/YkS" WEDGE ANCHOR W/2'
BTM. PLATE TO BE PT.
WIFIANGE BASE
R g EPDXY. MIN. EMBED
TO BE PT. PROVIDE DBL. TOP
WASHER SET IN HIGH STRENGTH
PROVIDE DEL TOP PLATE SECURE BT. PLATE TO
J 8", UNO
O
PLATE
EPDXY 5-1/2" EMBED. MIN. 16" OC
BEW/10d MASONRY
$
Q FOLLOW ALL MANF.
USP SPTH4 OR SPTH6 BTM MAX
NAIL 16' O/C STAGGERED.
in
= IY SPECIFICATIONS FOR
/n ¢
AND TOP PLATE ANCHORS W/
ADDITIONAL METAL
SECURE FIANCE TO
= 00 I USE AND
F PREPARATION OF
10d x 1 12" COMMON NAILS
CONNECTORS NOT
REQUIRED WHEN NO
SLAB W/(4) 1/4" X 21/4"
Z HOLE.
FILL ALL HOLES, DO NOT USE W
UPLIFT IS PRESENT.
TAPCONS
a_
10d x 3'
W
SEE SLAB SCHEDULE
SEE SLAB SCHEDULE
,QQ
TOP OF SLAB
TOP OF SLAB
IV' CHAMFER (1STORY)
'-
6" CHAMFER (2-STORY)
EQ. EQ. SEE SCHEDULE
EQ. EQ. SEE SCHEDULE
FOR WxD, BAR SIZE
FOR WXD, BAR SIZE
BOLLARD
5
ADDING
BAR TO
AND BAR QUANTITY
AND BAR QUANTITY
MONOLITHIC FOUNDATION
INTERIOR CURB FOUNDATION WOOD WALL
8INTERIOR CURB FOUNDATION WOOD WALL
6
7 SCALE:3/4"=T-17' (W( UPLIFT)
scALE 3/a'=ra' (NO UPLIFT)
SCALE:34"=1'-0
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
STEEL REINFORCING IN GROUTED
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
CELL SEE PLAN FOR SIZE AND
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
SPACING REQUIREMENTS
Z
2X4 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
.
WALL WI SYP No 2 STUDS SEE
M
PLANS FOR SPACING. SINGLE
SECURE ST. PLATE TO
O
BTM. PLATE TO BE PT.
PROVIDE DEL TOP PLATE
SLAB W110d MASONRY NAIL
W
1&' O/C STAGGERED.
ADDITIONAL METAL
U
m
CONNECTORS NOT
Ix
8" CMU WALL
REQUIRED WHEN NO
UPLIFT IS PRESENT.
i,2?j Z
+-
POURED LINTEL CONT. (TYP.)
6' CMU FILLED CELL (TYP.)
�+0''
LAB
TOP OF SLAB
SEE SLAB SCHEDULE
I,
2X WALL FRAMING
SEE SLAB SCHEDULE
12" DIA. USP 725OSD BOLTS 5"
Z
Z
—
MINIMUM EMBEDMENT INTO
"ISOLATED' COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
80
CENTERED UNDER WALL AND
° •FANDBARQUANTITY
16' O.C. VERTICALLY MAX
MONOLITHICALLY WITH
��POURED
-FOUNDATION AND SLAB
SEE SCHEDULE
.'s—^-a*
ors .EDULE
BAR SIZE
R WxD, BAR SIZE
✓
AND BAR QUANTITY
///LLL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
INTERIOR FOUNDATION WOOD WALL
A„ FOOTING AND COL. PAD
BLOCK WALL CONNECTION
scALE: 3/4"=V-Y' (NO UPLIFT)
SCALE:&4"=V-9'
11 SCALE: 3/4"=l'-0"
1441 N. RONALD REAGAN 8L
LONGWOOD,FL327W
PH: 407-77443078
FAX: 407-774-4078
www.abdosigngroup.com
AA S: 0003325
t r
�
P
a
V
evHaiv. ae L,oT:
SILVERADO
LOT #10
BLK #18
PROJECT*
04128.002-10181
HODELa
4EAB
"1672—ARI9'
GARAGE 8WINCt:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
mm
DATE: 10/09/19
8CA X: 1/4"=1'-0"
skim=
S1.1A
DOWEL PLAN
SCALE: 1/4" - V-0"
1441 N. RONALD REAOAN BI
LONGWOOD,FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA A: 0003325
MN
is
g�
Xt
SILVERADO
LOT #10
BLK #18
PROJECT#
04128.002-10181
HODELa
4EAB
"1672- ARIA"
GARAGE 8WIMM
RIGHT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
E
190"RINT
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
—
d
Z
• I .e
a
O CLEAN OUT REQUIRED
a ' FOR INSPECTION
a I TIET/ERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
�—
BAR SIZEI 48 BAR DIA
Z 03 18"
0 #4 24"
U #5 30"
#5 5.
#7 42'
HORIZONTAUVERTICAL
%,�_ REINFORCING
2
� STEEL REINFORCING IN GROUTED
0 CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
mV
W 2 8" CMU WALL
O
�y
TOP OF SLAB TOP OF SLAB
SEE SLAB SCHEDULE
BAR SIZE 48 BAR DIA
EXT. PORCH SLAB 4
4" CHAMFER (iSTORY) O
W/ i/7' ISOLATION S" CHAMFER (2-STORY) 18' U °
JOINT (WHERE #4 24' _
APPLICABLE) 2 MATCH STEEL #5 30•
3' PVC CHASE REINFORCEMENT
PER SCHEDULE #6 38' M
THRU FOOTING #7 42" 61 PVC CHASE THRU FOOTING
MATCH STEEL
SEE SCHEDULE REINFORCEMENT
FOR WxD, BAR SIZE PER SCHEDULE
AND BAR QUANTITY PVC CHASE
4 THRU FOOTING
SCALE: 3/4"=1'-0"
#5 BARS
,.�
CMU UNIT DIMENSIONS
ARE NOMINAL SIZES
MASONRY SYMBOLS
1441 N. RONALD REAGAN SLVD;
LONGWOOD,FL32750
PH: 407-774-6078
FAX: 407-7744078
W W WZbdes(BnBro"p.00m
AA Y:.C28
M
8
4
li
IL
Q�
*A
Q
aUBDIV. & LOT
SILVERADO
LOT #10
BLK #18
PROJECT#
04128.002-10181
MODELc
4EAB
"1672- ARIA"
GARAGE 871MG:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
DATM, 10/09/19
aCALE: 1/4"=1'-O"
8*1z=
S1.2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF:
USP HTA18 W/ (9) 10d x 1 1/2" HOG NAILS.
CONCRETE TO WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS,
WOOD TO WOOD:
USP RT16A OR LUGT2 WU 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WATH
MANUFACTURER'S SPECIFICATIONS,
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO MATCH CONNECTOR FINISH.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'1.
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WATH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR, UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE &
DESCRIPTION
REMARK
1O
(2) 2X8
BEAM SCHEDULE
RaMM INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB
ABBREVIATIONS
E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
fc
(psi)
SIZE
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
ED SOLID
"CAST-CRETE"
SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
8" PRECAST & PRESTRESSED
LOADS
FOR
U-LINTELS
SAFE UPLIFT LOADS
FOR 8"
PRECAST
& PRESTRESSED
U-LINTELS
�FGMN
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
`M2�4ddS
SAFE
LOAD
SAFE
LOAD
•POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
BUB
sw
elan
st2w
enafs
slaw
s1►ts
areas
41eo•1e
eln4as
47a4u
W&M
ersn
smas
Brea-n
TYPEBUB
LENGTH
WeIRCMU
TYPE
LENGTH
9147
war
SP12•IT
anew
VIW
rue
ePAIT
eNoar
ePet-IT
soar
~T
ersm
OWT
eraasr
(41� PRECAST
2Zf1
MI
3m
nw
am
mu
wa
tole
T-r (42') PRECAST
,02a
1024
1508
74' (42') PRECAST
loss
2M
ow
4M
sm
na
?m7.8'
aM
4M
nta
ten
W4
=IN
„M
taw
am
aM
43H
am
eta
7M
4'-0' (46') PRECAST
IBM
MI
M,
27n
30o
4MMI
TM
s7w
4'� (4e'1 PRECAST
78a
M
1809
4'-0' (�•) PRECAST7M
taw
2M
aM
aM
4M
ww
ew
4M
nta
76n
am
"Mt7M
2M
aw
aeM
400
MI
On
*Va4
(' PRECAST
16M
/411
MCI
2M
D4a
4M
eM
na
4'$ �� PRECAST
�i
1079
4'41• (a1•) PRECASTIw
1a7
a40
VC?
an
40 a
47„
wa
210
4M
M13
7W
W2
100M
lfew
7oM)
2707
3m
4043
4741
San
5`4' (84� PRECAST
1217
1M
14a
"M
2w6
eta
M`
4-me
d-4' (84� PRECAST
411
411
--
d+l' 6149 PRECAST
me
m
an
2M
no
Mt
4M
IM
MM
M
n17
I
17116
2ew
as
as
aaf
4m
(M PRECAST
I-
11w
11n
Im
aw
as
MeM7o
d-,o• (m PRECAST
340
39B
818
d-,0' (76") PRECAST
M
i
2M
3107
aM
4Md-,0'
ton
wa
4M
7M
Tut
4M
m
My
aw
2M
$10
as
4138
V4r (7e") PRECAST
a0a
12w
2177
aM
sm
VV
4sa
am
(�') PRECAST
a07
721
4S0
d4r (Tr PRECASTM
2M
M1
1M
2117
eM
Mt
4M
1
NMI,8�
'WI
/M
2M
nw
I awl
1 ant
r4r M PRECAST
74a
tat
t1w
2M
2M
2M
nn
aM
T8 (601 PRECAST
424
694
aea
Td (609 PRECAST
7n
,
2M
31V
as
toil
Im
Mf
3 M
MI
4wr
4472
7V
12M
1 104
1 2M
206
MY
94' 11 PRECAST
( 2�
ae4
M
1,e0
1M
2M
3M6
2n4
aM
v a• (11r) PRECAST
ate
a,z
290
dr (11T) PRECAST
M
7w
,
'a4
te1
21s7
is
+M
1M
M4
ales
4
eM
w1
M
ine
te4a
tM
aM
1a-0' (12n PRECAST
475
M
M
1247
sow
2m
t,w
Me
10'd (1ffi) PRECAST
254
401
180
1a-0' (12e) PRECAST
M
M
M
tM
ton
,
M
10a
,M
am
2n1
4754
M
M
1140
1472
IM
2M
114' (,36� PRECAST
962
M
M
Taw
1M
2Ma
n27
4M
17'I• (7a6') PRECAST
Z80
462
164
11'•C (tad') PRECAST
n4
sm
M
1M
121W
M
M
iM
fM
2M
elsr
4M
qe
6n
7042w
tan
tM
tn6
1Z4r (144) PRECAST
337
M
M
12 4
t4M
2M
2M
MZ
12'd (144') PRECAST
244
402
197
17-0' (7N� PRECAST
A0
M
7ae
M
f
t
M
m12M
1M
21M
2M
aM
470
M
M
1
1
ist
17.4' (160') PRECAST
2B013'-4•
m
m
Tan
tM
7M
2M
2M
(180") PRECAST
217
324
t10
17-C (160") PRECASTm
414
M
M
7mX
M
1
iw
lwe
74a
1M
aN
2M
M
M
7w
11w
/n
1
1#0 (ISn PRECAST
279
4M
704
tM
tM
7M
2727
2M
U'-0' (IW) PRECAST
2oa
213
100
14'-P (16" PRECAST
M
M
M
7M
M
im
4a
m
iM
1M
MY
21V
sm
410
426
717
1M
1
1
/M
� 1f4r (17V) PRESTRESSED
NR
NR
NR
Mt
Mt
"M
NR
fit
14%r (176•) PREBT
NR
2e4
91
W-r (17e) PRE
M
M
a4
M
M
M
4n
M
M
t
M
751
Am
t734
M
7w
Ian
1M
2M
ln7
A
19-C (184*) PRESTRESSED
NR
NR
NR
MR
MR
"N
M
NR
td�' (184� PIr0Tg6B8ED
NR
zde
p
1d-4' (1a4') P,i
m
210
an
so
4"
ale
w
M
M
oil
/M
412
TO
iM
Im
aw
2M
2na
irk' (205� PRESTRESSED
N.R
r
Mt
NR
NR
NI
NR
M
Mn Fii6B7 D
NR
1fM
M
1r1' R067 PRTii
7w
to
M
M
M
M
a,
74o
M
70
an
an
ton
no
on
M
1M
,M
1M
My1T-4'
IV-4' MnPRE
AIR
"e1
Mt
0Ml
Mt
Nt
1W-e Mn PRIMITREMISD
N.R.
148
52
Ida' ( '•) PRBIti
to
is
m
M
aM
40
447
M
sn
Mt
11V
1
MY
12n
M
Ia
M
7w7
1M
tins
17"
21'4* ( PRESTRESSED
NR
NR
NR
NR
NR
"R
MR
M
NR
�'� Ra6') P
NR
126
42
21'�• 0 ') PR
to
t4s
a4
m
es
m
M
M
M
72f
M
M
M
loN
M
M
M
1114
tM
7M
�'� ( 9 F
N.R
M
MR
7M
Mt
MNR
2T4r CM*) F4i
NR
116
40
2r-W PB49 P
la
1e7
M
an
M
M
M
He
ns
M
7M
Nt7
1M
tM
,a
IM
m
1n
M 4
217
n2
30
M
4N
M
M
M
M
2Y-0' MnPR681PESBED
N.R.
M
NR
NR
NR
NR
I
M
IN,-W Mn PRE
NR
91
33
24'4r P ") PRE
IM
M
a» 111
40
now
7w
we
la
M
M
M
M
7M
tta
(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE
ADDED
PERCENT
REBAR.
(#) THE
REDUCTIONS
NUMBERS
IN
FOR GRADE
PARENTHESIS
40
ARE
FIELD ADDED
PERCENT
REBAR.
-ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
ALL PRECAST PRODUCTS ARE TO BE BISTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MIMIMIMA r OF BEARING PAST EACH SIDE OF WIND W OPBING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.R CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE # 16-0126.03
�5+ 8F16-lT/OM/08 8F16-1T/0M/0B 81`16.1T/OM/OB
c
a
a
'i'
N
GT
a
a
3
ants-t l/u"uun '%, 11�
a
1
4 ``
E
c
g
z �r
k
�
a
S
(
°x
s
1�
"4
!
1
2
(
UNO, PROVIDE BBi WHERE
L
ROOF TRUSSES BEAR, TOP L
OF WALL EL. 8'-8", UNO.
S
Y
L
1
3
t
a
�
a
A
,4
G
s i °
1
(
'ro 8F8-
f
€
GT
E
`s
3 N, Q� f
SF18-1T/OM/08 1 1 8F28-iT/OWOB s
a — -- p
y
r _. . ,.
LIFT BEAM PLAN
SCALE: 1/4" = 1'-0"
i44i N. RONALD REAGAN SL
LONGWOOD, FL 32760
PH: 407-774-W78
FAX: 407-774.4078
www.abdosigngroup.com
L AA #: 0003328
�
ONE
P
V
O
A
IIQQ
aunD:v as LOT
SILVERADO
LOT #10
BLK #18
PROJMCT#
04128.002-10181
MODarl
4EAB
"1672—ARIA"
GARAGE 9VIING:
RIGHT
PAGE:
LIFT BEAM
PLAN
AND NOTES
150 MPH EXP. B
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10" HOOK
30" TYPICAL
#5 BAR IN BOND BEAM
REINFORCING OF BOND BEAM
3/4"=l'-P'
NOTES TO THE INSPECTOR/CONTRACTOR TYP. BScB"
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1i15
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c
OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'kt6.' �p
(iP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL 1#6
/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL. •., ,
/ A \C\� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *—�c
��O BEAM W//.(BO#NS &4R BONDTOP OF
BEAM
•\O� 0 EACH COURSE
G 8x8 BOND BEAM TOP OF
• rG�\� W/ (1) #5 BARIBOND BEAM
F F FILLED W/ GROUT •�U =UNFILLED GROUT SOLID FROMTOPNOMINAL LINTEL TO TOP OF BOOF OPENINGWIDTH OF#5'S, IN 2ND BONDBEAM
_�//fBEAM COURSE SEE NOTE 5
16-1T/1 IYI/Sx8 PRE -CAST CONCRLINTEL W/ (1) #5 BAR (NOMINAL�LENGTH OF BAR =WIMASONRY
HEIGHT #OF #3S, TOP OPENING•7'CORNER BOND BEAM COURSE QR BEAM DESIGNATION
IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 3/4"=V-0"
THAT XFXX - lT/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL (LSCALE:
AND XFXX-1T/0W0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATITOP
OF OPENING
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3)1.3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
WINDOW
SIZE .300 MIN EMBEDMENT 1
1/4") W FROM EACH END AND
18' O.C. MAX. MIN 1-114'
EMBEDMENT
)2-3116 ON
PRE -CAST `4 ,kt
OR DRIVE PIN (MIN SHANK
WINDOW
SIZE.145 MIN HEAD SIZE.300
SILL
MIN EMBEDMENT 1 1/4") S'
o SLOPE
FROM EACH END AND 1 S'
O.C. MAX. MIN 1-114'
EMBEDMENT
2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING
114") 8" FROM EACH END AND SECURE TO SHEATHING W/
/7/16'OSB
18' O.C. MAX. MIN 1-114, MIN. 2-12d PER BILK EA END
VCMU
EMBEDMENT
SHEATHING
TYPICAL MASONRY WINDOW
WALL
%1 SILL CONSTRUCTION
SCALE:, 1/7'=1'-fY'
G ARCHWAY FRAMING DETAIL
J SCALE: 3/4"=1'-0'
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407.7748078
FAX 407.7744078
www.abdesigngroup.com
L AA #: 0003325
M
P
U
BtMIDIV. do LOT:
SILVERADO
LOT #10
BLK #18
PROJECTIP
04128.002-10181
moDELa
4EAB
"1672—ARIA"
GAR.&OZ awlMG:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
DA 10/o9/1s
acwLE: 1/4"=1'-0"
a*==
s2.1A.
FRAMING NOTES
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF:
USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS.
CONCRETE TO WOOD FLOOR:
USP LPTA W7 (10) 10d x 1 1R" HDG NAILS,
WOOD TO WOOD:
USP RT16A OR LUGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO MATCH CONNECTOR FINISH.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4').
S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERW,SE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER! ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/A2x8 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST F. FROM THE CENTER OF THE COLUMN.
2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE
NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON
NAILS 3 SECURE TO BM. W/ USP HLPTA75 USED TO
53 Z 1
BRACE TOP OF WALL.
CJ1
EJ7
u
(,J` 3
p N p 2A N
NN aup`ATTACH14'-0"LONG 2x SLB TOrto
I N N N N N N Y Y N N !/A.G
CJ3
CJ5
mms p N
I N TRUSS W/ 10d NAILS 0 6" O.C. ■ • N
(4" FROM EA. END)
GT1B
CJ5
- — - — - m:m—sss ---sum
s�=...... ABRX;ATEDsR00F mm . s—=:=—==—.----
TRUSSES ® 24.O.C. MAX
maammmam m>e�maa ..... .a••e=®.:=---- --
Q
�
-�sm�
sais='�imm—a�'�-a, m®-�asaa9
_
.............: to
1A
a
.............. .—.—I. tom..... �
ATTIC I
. •� m mm>m m m� m .>� m >� . m� .m®. m®45. mm®m m.m� . ^3
A4
1A
A7
1A
4 — — GT A8G
1
.
HAO N ■ ■ ■ ■ ■
W5
1A
1
u N ■ Y ■ ■ ■ p
N Y
1A EJ7 N � � ryu
1 p N
r�r_c
CJ3
CJi
l h 1
8 7 w
.1 1
FRAMING PLAN
SCALE: 1/4" s V-0"
(� t3 C� y✓l
Oki
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA M: 0003325
•
11
J
Q�
r
8
I
BUIMM !t LOT
SILVERADO
LOT #10
BLK #18
PROJECT#
04128.002-10181
MODEL
4EAB
"1672—ARI9"
GARAGE 8TFW0:
RIGHT
PAGE:
FRAMING
PLAN
150 MPH EXP. B
DA C:: 10/09/19
8CALE: 1/4"=1'-O"
8*IEZET
s3
ENGINEERED WOOD TRUSSES----
PLYWOOD SHEATHING, SEE
024" O/C, SUBMIT SHOP
"ROOF/WALL/FLOOR
DRAWINGS FOR REVIEW
SHEATHING
AND APPROVAL
FASTENER SCHEDULE"
PLYWOOD SHEATHING, SEE
(2) USP HTA16 TRUSS ANCHOR
1175 UPLIFT USP
"ROOFNJALLIFLOOR
WITH (9) 10d x 1 1/2" NAILS TO
HTWM20 W 010d TO
SHEATHING
TRUSS EA PROVIDE 4" MINIMUM
NOTE: FOR (A) W/ SINGLE
TRUSS AND (4) IM' x 214'
FASTENER SCHEDULE"
CONCRETE EMBEDMENT. DBL
PLY, A PT SYP #2 7'X6"X4'-0"
TAPCONS TO CONT
A-(i)USP HTA16 TRUSS ANCHOR WITH (9)
STRAP, 1 EACH SIDE WRAPS UP
MAY BE ADDED W/ 10d
POURED LINTEL
10d x 1 12" TO TRUSS. FL#17680
AND OVER TRUSS (NOT
NAILS, 2 ROWS, W O/C TO
B{2) USP HTA16 TRUSS ANCHOR WITH (9)
SHOWN)
FACILITATE 2-PLY
# 1900 UPLIFT (2) USP
10d x 1 1/2" TO TRUSS EA STRAP. FL#17680
USED IN CONJUNCTION WITH
CONNECTOR.
HTWM20 INSTALLED ON
PRE-ENG TRUSS
DBL STRAP, 1 EACH SIDE WRAPS UP AND
HEAVY UPLIFT CONNECTOR
OPPOSITE FACES OF
OVER TRUSS (NOT SHOWN)
FL#17680
BLOCK WALL W/1010d TO
(A) USP LUGT2 W/ (5) 1/4"xT'POWERS
TRUSS AND (4)1/4" x 2 1/4"
1x2, 2x WOOD FASCIA
WEDGE BOLT& (16)16 GALV. NAILS TO
TAPCONS TO CONT
CONTINUOUS BOND BEAM
SEE ARCHITECTURAL
TRUSS (2PLY)#FL17240(NOT SHOWN)
POURED LINTEL
2x SECURED W/ (3)16d
(B) USP RFUS STEEL CONNECTOR WITH (4)
GALV. COMMON NAILS. ENGINEERED WOOD
3/4'k6' WEDGE BOLTS AND
1x2 SECURED W/ 10d TRUSSES '. 24" O/C,
ix2, 2x WOOD FASCIA(BOND
(12) WS3 SCREWS FL#6223
GALV. COMMON NAILS SUBMIT SHOP DRAWINGS
SEE ARCHITECTURAL
1T O/C FOR REVIEW
2x SECURED 16dIF
AND APPROVAL
N N
GALV. COMMON NAILS.
4 BOLTS ARE USED
1x2 SECURED 1
MASONRENSURE THAT CELLS ARE GROUTED
N
GALV. COMMON NAILS
I
BEAM SOLID, 8" EACH WAY OF BOLTS
MASONRY BOND BEAM
1T O/C
SEE SCHEDULE
SEE SCHEDULE
A ALLOWABLE UPLIFT = U:3980 LBS, 1-:1785 LBS (2PLY)
A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP)
B ALLOWABLE UPLIFT = U:9000 LBS, 1-:1310 LBS (4 WEDGE BOLTS IN RFUS)
B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS)
TAP CONS MIN. 2'
COVER 7' APART
TYPICAL TRUSS/
REPAIR OF MULTIPLE
1a 1b GALE 34"=,'-0'
TYPICAL ROOF
MISPLACED
EMBEDDED TRUSS ANCHOR
GIRDER CONNECTORS)
2a 2b
S ALA _'-0
GIRDER CONNECTORS)
SCA F: 3/4"=1'•0'
(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
BRACE W/ (3)12d 0 EA, TRUSSES WHERE
TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING
01-0" TO 30'-0" (1) "X" BRACE SEAMS)
W-1" TO 60'-0 (3) "X" BRACE SECURE 218 PT. PLATE
(1) "X" BRACE 0 CENTER TO BLK W/ 1/2" DIA
(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7'
FROM CENTER TO END. WASHER SET IN HIGH
2x WOOD FASCIA, STRENGTH EPDXY 6'
SEE ARCHITECTURAL MIN. EMBED. AT 37'OC
MAX.
PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8
P.T. PLATE W/ 12d's 6'
STIFFBACK (AS PER O.C. MAX
TRUSS ENG) CONT. 2x4 SECURED W/
(2)10d's a EACH TRUSS
TO BE INSTALLED
10'-0" O.C. MAX.
SEE SCHEDULE FOR
BOND BEAM REQ.
BLOCK WALL W/ GABLE END
NOT USED
PRE-ENG'D TRUSS SCALE: 3/4"=1'-0
6
NOT USED
5
NOT USED
THE USE OF ALTERNATE MATERIALS MAY BE
4
NOTCH DEPTH 1/4'0
�/ HOLE EDGE50
USED SO LONG AS THEY CONFORM TO THE
HOLE DIAMETER
FOLLOWING
<2/5•D SGL. STUD
OUTER 113 OF
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
SPAN ONLY
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
HOLE EDGE �5/6'
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
'
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1,
AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
01
SUBJECT TO Ft AND F2 FORCES.
BTM.'11OLE DIAMETER
PLATE <3/5•D DBL. STUD
STUD NOTCHING
NOT USED
NOT USED
11 ALTERNATE�MATERIALS
AND BORING LIMITS
8 SCALE: 1 1fY'=1'-0"
9
10
i44i N. RONALD REAGAN 81
LONGWOOD, FL 32750
PH: 407-7748076
FAX:407-7744078
www.abdosigngroup.com
AA #: 0003325
W
�
f
J
�D
sUBDIV. Ag L.OT:
SILVERADO
LOT #10
BLK #18
PROJECT/
04128.002-10181
MODELS
4EAB
"1672— ARIA"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
ROLAW A ABOUCHAM
L AR NO W723 i
DATE 10/09/19
SCALE: 1/4"=1'-0"
S3.1A
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-0" O.C. (AT
e PRE-ENG'D WOOD
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY)
TRUSS (TYP) 0 24" O.C.
MAX
FOR STRAPPING
VERIFY
SECURE 2x6 PT. PLATE TO BLK
W/ TRUSS PLAN
W/ 1/713 A. ANCHOR BOLT W/ 7'
WASHER SET IN HIGH
STRENGTH EPDXY 6' MIN.
EMBED. AT 37' OC MAX.
SECURE GABLE TO D(6 P.T.
PLATE W/ 12d's S' O.C. MAX
CONC.POURED
LINTEL COURSE
CONT. 2X4 SECURED W/ (2)10d's ® EACH
TRUSS TO BE INSTALLED 02 10'-U' O.C. MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
8
SCALE: 3/4"=1'-a'
1441 N. RONALD REAGAJBLVD
LONGWOOD,FL327PH: 407-774-6078FAX:407-7744
www.abdosigngroup.com
#: 00033
P>
r6
POOR as LOT:
SILVERADO
LOT #10
BLK #18
PROJECT#
04128.002-10181
MODRU
4EAB
"1672-ARIA"
GARAGE awING:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
PRINT DATE10/09/19
aFIEET
S 3.1 B
(2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24" O.C.
EA BRACE W/ (3) 12d 0 SECURED W/ USP RT16A
TRUSS(DIAG. BRACE TO
COVER 5 TRUSSES)
2x SUB -BAND
0'-0" TO 30'-0' (1) "X" BRACE
30'-l" TO 60'-0 (3) X' BRACE
(1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS
(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL
FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH
(AS PER TRUSS ENG)
PLYWOOD SHEATHING, SEE
"ROOFANALUFLOOR
\
SHEATHING
\
FASTENER SCHEDULE"
\
SEE TYP. TRUSS CONNECTOR
\
DETAIL FOR STRAPPING INFO.
lx2, 2x WOOD FASCIA
NECTION PER
VZENGINEEREDWOOD
Li
SEE ARCHITECTURAL
SS MFG.
2x SECURED W/(3)16tl
D
SIDE VIEW
GALV. COMMON NAILS.
" O/C,
lx2SECUREDW/10d
DRAWINGS
GALV. COMMON NAILS
CONT. 2x4 RAT RUN
12,O/CL
SECURED WI (2)12d's Q
MASONRY BOND BEAM
EACH TRUSS
SEESCHEDULE
GABLE END PRE-ENG'D TRUSS
PRE-ENGINEERED
_,�
W/HIP RETURN SCALE:34"=1'(Y'
VALLEY TRUSS CONNECTION
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-W78
FAX: 407-774-4078
www.abdesigngmup.com
AA B: 0003325 A
M
P
0
t
aysDIV. see LOT
SILVERADO
LOT #10
BLK #18
PROJRCT*
04128.002-10181
MODEIe
4EAB
"1672- ARIA"
GARAGE SIMNO:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
DAM 10/09/19
aCAL C: 1/4"=1'-0"
a*==
S3.1C
GABLE -END >�11
NIP ROOF >1 w
ROOF WIND DESIGN PRESSURES
NET ASCE 7-1
ZONE 1 ) = 8.97 PSF (19.97)
ZONE 2 17.98 PSF (27.98)
ZONE 3 33.53 PSF (43.53)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 150 MPH
WIND EXPOSURE: "B"
RISK CATAGORY: 11
APPLICABLE INTERNAL
PRESSURE COEFFICIENT, 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 7/16'
O.S.B. OR la' CDX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN, 518 CDX EXT. PLYWOOD, WITH 8d RING
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES AND Sd RING SHANK GUN NAILS
AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS 0 4" O.C. EDGEWISE 2X4
BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE
END.
ROOF/ WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. DIA
SHANK
TENSILE STR.
SHANK
8d
RING SHANK
2 1/2'
0.120"
170,000
RI G
SCREW SHANK
(16.20 RINGS
PER INCH)
Bd
SCREW SHANK
2 1/2'
0.120"
PNEUMATIC
SCREW -NAILS
1. NAIL SIZE PER ASTM F1664
2. INTERNATIONAL STAPE, NAIL & TOOL
ASSOCIATION (ISANTA) ESR-1539
EXTERIOR SHEATHING
USE 1/2' CDX OR 7/16" O.S.B. PLY WITH 8d RING
SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES
AND 8d RING SHANK GUN NAILS 4" O.C. TOP &
BOTTOM PANEL AND 8d RING SHANK GUN
NAILS AT B" O.C. AT INTERMEDIATE SUPPORTS
OR 7116" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL.
8d RING SHANK GUN NAILS (9 4" O.C.
TOP & BOTTOM EDGES
4-
IM
a
rn
gJ_
` W
Z
(0 W
2:
UU
O
E
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TRUSS
ROr1F CHFITHING
BUILDING LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
wR GABLE END FRAMING
Sd RING SHANK GUN NAILS
12 6" O.C. IN FIELD `
Bd RING SHANK GUN NAILS ® 12- O.C. IN
FIELD or 8d x 2 1/Y' SCREW SHANK
PNEUMATIC SCREW -NAILS C 12- 0.6.)N
FIELD J\
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
wR GABLE END FRAMING
Sd RING SHANK GUN NAILS
12 6" O.C. IN FIELD `
Bd RING SHANK GUN NAILS ® 12- O.C. IN
FIELD or 8d x 2 1/Y' SCREW SHANK
PNEUMATIC SCREW -NAILS C 12- 0.6.)N
FIELD J\
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ABTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 314'.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
WOOD.
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWFATfiER
NON -SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Btlt EDITION
ALL EXPOSED EDGES OF CONCRETE ARE TO BECRAMFERED 3M'.
ALL WOOD FOR BEAMS, SEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
ACI 318-14, BUILDING CODE REQUIREMENTS
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF
FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE 8#9L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE 9IDICATFD ON
ELASTICITY = 1,400,DDO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FORMWORK:
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE W TH ACI 347,
Wl DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
'RECOMMENDED PRACTICE FOR CONCRETE PORM-WORK
CONTAINS MORE THAN %* OF HEARTWOOD.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2017, BM EDITION. SEE NAILING SCHEDULE ON PLANS.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
OF THE WORK
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLD) BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP #2.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
WELDED WIRE MESH•
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
DESIGN LOADS:
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef
20 Pet TOP CHORD -non- na nt
10 pet BTM CHORD-noncor-rrent
DEAD LOAD DEAD LOAD
15 psf TOP CHORD 20 psf TOP CHORD
WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI
TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE
SUPPORTED WITH 2' CHAIRS SPACED V-0- OC, EACH WAY.
REINFORCING STEEL:
REBAR SHALL BE ASTM AB1 S GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
REVIEW.
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36"
#5 BAR - 30' #7 BAR - 42'
PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
FOR ADDITIONAL INFORMATION.
WOOD TRUSSES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TPI-14, "DESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA SCSI 1"
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
(7 psf w/ ASPHALT SHINGLES) (10 pef wl No GYPCRETE)
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
10 Pef BTM CHORD 5 Pef BTM CHORD
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
BALCONY LIVE LOAD 60 pst
WALL.
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
WIND: DEAD LOAD SPEED =1STAIRS LIVE LOAD 40 Pet
MPH 3. SECOND GUST
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
(ASCE 7.10 (FBC R2017) EXPOSURE 8, RISK CATEGORY IN
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, FEA3181LITY8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED
LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT
STORAGE: 20pV,, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pst, STAIRS:
PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
40pef
MASONRY:
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLOR.—
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONAL ENGINEER.
SHOP DRAWING REVIEW:
"SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING INTENT
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
PROVIDED BY THE TRUSS ENGINEER.
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH,. ELEVATIONS, DIMENSIONS, ETC.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE NTH ASTM C-80, GRADE fm - 1500 PSI, BLOCK SHALL BE PLACED USING
OF THE ADDING WINTED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
ALL TRUSS TO TRUSS CONNECTIONS.
OF REPRODUCIBLE SEPIAS A
STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
IT
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTM C�78, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI A7 28 DAYS, UNLESS
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/S'
CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS
WRITING BY THE ARCHITECT.
COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION
WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE
TO CONSOLIDATE GROUT.
LATEST CATALOG.
FOUNDATION/ SITE PREPARATION:
"M" "S"
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 paf, FOOTING
TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS
EXCAVATIONS AND SLAB SUB-GRADEYSHALL BE COMPACTED A DRY DENSITY OF AT LEAST THE
SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
MAXIMUM
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM D-1557. TREAT ALL
A 7. TR
CELLS TO BE FILLED.
SOIL FOR TERMITE PROTECTION.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
REINFORCING.
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING 70 MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE- COMPACTED AND RETESTED AT THE
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETER$)., U.N.O.
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
STRUCTURAL STEEL:
BE MADE BY THE GEO-TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
CONCRETE:
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
CONCRETE SHALL ACHIEVE MINIMUM DAY
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
28 COMPRESSIVE STRENGTHS AS FOLLOWS:
A36, Fy = 38 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B,
Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"d-PRIOR TO THE ADDITION OF PLASTICIZER
OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL
SE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
CONCRETE SHAU.COWLYWITHALLTHE REQUIREMENTSOFACI 301 AND ASTMC-940R MEASUMNG, MXING,TRANSPOR7ING, ETC.
ALLANCHOR BOLTS SHALL BE GALVANIZED STEEL,J-BOLTS ARE TO BE STEEL.
CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS
ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION $HALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE
RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMPLIANCE WITH THE ABOVE
REQUIRED CONCRETE COVERAGE OVER REBAR $HALL BE AS FOLLOWS:
A $-FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS):
B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER
U7lY FOR N AND SM ULEt
2FOR#6 AND URGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3/4' FOR SLABS, WALLS AND JOISTS
1-t12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK
FASTENERS
FASTENER
APPLICATION
312E
ttPE
ePACING
REMARKS
APPUGTpN
312E
TYPE I
SPACING
REMPR 5
14 PT FURiBNO TO
MABONRYICONC.
CF,EHIRDEN®COIL
NAIL 11?LONG.
S'PC
GPAAGEDOOA—K
TO MASgJRYIOONC
1/<'W
NO WARNER
TAP NMA.90NRV
fAeTENER
BOIC
/!"EMBED., 1'ENDdBT.,
21'EDG—.
800. AL.EM OWRB
GBE HARDENEDLgL
WOx:
W1N'0014'OOIXa FASTENED
GMAOE DOOR &lCK
i?DOA W3
EKPANgON BOLT
24'OC
1"EMBI.DgST.,
tx PT, SEE NOTES
NAILI i?LONG.
BTADGEREp
INTO M+80NRYIOONC.
TO MASONRY,WNC
WAeMtTi
3'E—qeT.
.—BUCK
GBE HARpENEpWIL
rqc
W1NWYgWOILPASTENEo
METAL srRAPT.
CONTACT THIS ENGINEER FOR SPACING
,x PT, SEE NDTE6
NAIL11?LONG.
6TAOGERED
INTO MABONRY,CONC.
MPBONRYI WNc.
REQUIREMENTS
EM.BWiNO DOOR
T43118'dA
TAPCON
iCQC
11?EMBW, SEND.
ROM -BEARING W000
I?° EXPANSION 1'EMBED.rErO
NOG
BULK 2x Pr, SEE NOTES
NO-
FASTNER
gBT.,i1?ETxiE pBr.
WALL iO CONC SVS
WI WARNER BOLT qST., 3•EIX3E p8r.
Zy PT 1MN00W BlCK B. t..=21re• FOC 1"END . g8T.11?
PT T08TEEl COL., BEE W/VNBNEA BTAOOE ED EDGE qBi.
NOTED
1.NSTTAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL BE HILTI X-ZF HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE
6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR W TH A WOOD DOOR FRAME. lx MEMBERS ARE PULED AND
2x MEMBERS ARE SECURED W TAPCONS OR PAP TO THE SUBSTRATE.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH:407-774.6078
FAX: 407-7744078
www.abdosigngroup•com
AA #: 0003326 J
6
IN
atmD><v k LOT:
SILVERADO
LOT #10
BLK #18
PIiOJEOT6/
04128.002-10181
1LODEIs
4EAB
"1672- ARIA"
GARAGE SWU40:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
Dr-pluxTA E. 10/09/19
ac :1/4"=1'-0"
>s
SN1
S I "