HomeMy WebLinkAbout6764 Wagon Trail St99 99
o t0004EAB —ARIA
HO M E S
12602 TELECOM E>RIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
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ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODS,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
REVIEW DAYS NOV 0
CITY OF ZEPHYRH-fiLLS
PI S EXAMINER ,/
• 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
• FBC RESIDENTIAL 8TH EDITION (2017)
•FLORIDA FIRE PREVENTION CODE 8TH EDITION
•NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION
-ALL LOCAL AND STATE CODES
-OCCUPANCY - RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE - VB
:CONSTRUCTION
INTERIOR FINISH - CLASS B
-BASIC WIND SPEED - Vult=150 11PH
• EXPOSURE - B6sd=118 MPH
•1-STORY RESIDENCE -
• 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
ABV. ABOVE
A/C AIR CONDITIONING
ALT ADJUSTABLE
ALT. ALTERNATE
AMP. AMPERAGE
ED. ROARD
CL CENTERLINE
CAB. CABINET
CLG. CEILING
CLR.
CONC. CONCRETE
CPC, CARPET
C.T. CERAMIC TILE
D. DRYER
DBL DOUBLE
D.G.DUAL GLAZED
DIA, DIAMETER
DIM. DIMENSION
DISP. DISPOSAL
OF. DEEP
DR. DOOR
D.S.DDOWNSPOUT
D.W. DISHWASHER
E.A. EACH
ELRV. ELEVATION
EXH. EEXXHHAUST
EXT, EXTERIOR
F,G1FX. FIXED GLASS
P.G.R FUEL GAS
FIFINISH
FLR, FLOOR
FR. oR FLUORESCENT o
FTG. FOOTING
GA. GAUGE
GAR. DISP, GARBAGE DISPOSAL
G.P.I. GROUND -FAULT
CIRCUIT INTERRUPTER
GL. GLASS
GYP. BD. GYPSUM BOARD
H.B. HOSE BIB
H,C. HOLLOWCORE
HDR HEADER
HOT. OR HT HEIGHT
INSUL. INSULATION
NT, OR
LAV. LAN VATORY
UM LUMINOUS NET
MFR, MANUFACTURER
MIN. MINIMUM
M.T. MOUNTED
MTD. MOUNTED
MTL. METAL
N.T.S. NOT TO SCALE
O,C. ON CENTER
PL PROPERTY LINE
PA PUSHBUTTON
Pit PHONE
PLT. PLATE
PLYWD. PLYWOOD
PR. PAIR
P.T. PRESSURE TREATED
R. RISER
D. RADIUS
R.A.G. RETURN AIR GRILL
REP. REFRIGERATOR
RM. Room
R.O. ROUGH OPENING
S.C. SOLIDCOREEXTDR
S is SMOKE LEE DETECTOR
SHT. SHEET
SHTHG. SHEATHING
SHWR. SHOWER.
sL SIMILAR
SL. GL SLIDING GLASS
STD. STANDARD
SWS SHEAR WALL
SECTION
TEMP. TEMPERED GLASS
THK. THICK
T.O.C. T POFCURB
T.O,P. TOP OF PLATE
T.O.S. TOP OF SLAB
TYP. TYPICAL
U.N.O. UNLESS NOTED
OTHERWISE
V.P. VAPOR PROP
W. WASHER
w/ WITH
WD. WOOD
WOW. WINDOW
W/H WATER HEATER
W.I. WROUGHT
DATE
DESCRIPTION
ARCHITECTURAL SHEET DESCRIPTION
PG Cl-COVER SHEET
PG GN— GENERAL NOTES
PG Al —FLOOR PLAN
PG A2—ELEVATION "C"
PG El —ELECTRICAL PLAN
PG PI —PLUMBING PLAN
PG Ml—MECHANICAL PLAN
PG Dl—DETAILS
PG D2—DETAILS
PG D3—PRODUCT APPROVAL LISTING
PG WAl—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
PG WA6-WALL ASSEMBLY DETAILS
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
SQ.FT. CALC.'S
LIVING 1612 50. FT,
GARAW 432 $0. FT.
ENM 38 .SQ. FT.
LANAA so
TOTAL 2238 SO. FT.
STRUCTURAL SHEET # DESCRIPTION
PG Si -FOUNDATION PLAN
PG S1.lA—DETAILS
PG S3.2—DOWEL PLAN
PG S1.2A—DETAILS
PG S2—LIFT BEAM PLAN AND NOTES
TAILS
PG S3—ERA LNG
PG S3—FRAMING PLAN
PG S3.lA—DETAILS
G S3.1B—DETAILS
PG S3.1C—DETAILS
PG SNI—DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THEBUILDER
INTERPRETATION ASSUMES
OF L Rnc�T noc°in�ENTs.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN AND IN NEED OFS DRAWING FURTHERDETA1IIN�GEORNCLEAR
EXPLANATION IN ORDER TO BUILD THIS PROJECT
BASED ON THIS DRAINING SET, THE CORRECT
PROCEDURE IS FOR THE BUILDER TO SUBMIT A
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO
THE ARCHITECT OR ENGINEER FOR CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TADS NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF
THE CONSTRUCTION BASED ON THE DRAWING SET.
1441 N. RONALD REAGAN RI
LONGWOOD, FL 32750
I PH:407.774-6078
FAX 407-7744078
www.abIftlgngroup.com
AA S: 0003325
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3U13DIV. ea LOT
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LOT #2
BLK. #11
PROJECT#
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MODEL:
4EAB
"1672-ARIA"
GARAGE B IMG:
LEFT
PAGE:
COVER
SHEET
150 MPH EXP. B
A K*ff EOTI
8TAM OF FLORDA
2A.ABOUCHACPA
AR NO 9 33723 ,
DAB 8/16/18
sCALE: 1/4"=1'-O"
SHEET
C1
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
BM 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.
8TE WORK
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 HERERSEE 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 ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
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 1 318 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/,INCH GYPSUM BOARD OR EQUIVALENT.
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF 3'- T BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
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:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (71-2002)
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 ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO.
PLUMBING
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 P3D05.2.
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 COVERINGS
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 FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 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-C1063428.
3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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.
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH:407-774-6078
FAX: 407.7744078
www.abdosigngroup.com
L AA M: 0003325
04
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BVHDIV. at LOT:
SILVERADO
LOT #2
BLK. #11
PROJECT/P
04128.001-02111
MODEL;•
4EAB
"1672-ARIA"
GARAGE BVI17MG:
LEFT
PAGE:
GENERAL
NOTES
150 MPH EXP. B
nwtmT B/16/18
:SCALE: 1/4"=l'-O"
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C W=ff AID CIAM
MID LOAM
MW=SPOBUBFOR 0010
MSM
os m
Sam
201E
9811HMIDIMrD
RBMIIB
MID TYPE
FOOTAGE
MIN. WINDOW
IV
5
24/-33
CRITERIA
EXTERIOR SWING
18
5
24/-31
DR MIN. CRITERIA
S.G.D. MIN.
41
5
23/-29
CRITERIA
16010 O.HD.
112
5
20.4/-22.1
BASIC BIND SPEED MPH — 150 (VO.It)
INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG.
CAT.=Ii, EXP.=B, MEAN ROOF HT. = 13'-0"
PRESSURES HAVE BEEN MOMFIED PER SECTION R301.2.1
OF THE FBCR STH ED. (2017) TO MEET TESTED
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER. COMMIATE0100
TOP
PLATE 0
BAR
A DETAIL
SCALE: 1/4' • I'-0'
FLOOR PLAN
DTL.
(�_,-)!.ARCH
ALE: 1/2 • 1'-0'
SCALE: 1/4' . I'-0'
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-7744078
FAX: 407-7744078
www.abdesigngroup.com
L AA p: 0003325
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STJBDIV. ad LOT:
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LOT #2
BLK. #11
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04128.001-02111
UODa'r1
4EAB
"1672—ARIA"
GARAGE 3TfMG:
LEFT
PAGE:
FLOOR
PLAN
150 MPH EXP. B
PA AW A ABOUCIACRA
L AR NO 93723_A
DATE". 8/18/18
SCALE: 1/4"=1'-O"
3PKEET
Al
•/-18'-8° BLDG. HGT.$ _
SHINGLE ROOF 1)
b
4' RAISED BAND —�
COACH LIGHT -4I I LIE
� 8 L1
0'-V FIN. FLR
Ml.WGR - -- - -- '-- --
10
FRONT ELEVATION
SCALE: 1/4. F-0' TEXTURED FINISH
NOTE,: WALL FENESTRATION FLASHING AS PER PBCR R103A
OFF RIDGE VENT
EQ. _--FOAM DRAIN 12 // OFF RIDGE T
TILES Sr
4' FRIEZE
BAND
-,AB -8'
A40
VX62'
DECORATIVE
SHUTTER
4' RAISED
BAND (TTP.)
--III -
OFF RIDGE VENT
REAOFATTIC = 1735 SQ. FT.
NET FREEVENTILATION AREA REQUIRED
= 1/300
REQUIRED VENTILATION AREA
2235 /300
= 7.45
VENTILATION AREA SO. INCHES PER FT.(244)
= 107Z850. IN.
MIN. REQUIRED VENTILATION
= .SX 1M.8
IN UPPER PORTIONOFAT IC
M4 SQ. IN.
OFF RIDGEVENTILATION AREA
= 1155Q. IN. PER VENT
53Q41115
TOTAL 9 OFVENTS REQUIRED
= 4.EW5
BRG
F_T_ F�E v I I rrP
EIE El
II
FIN. FLR.
REAR ELEVATION
SCALE: 1/4 . I'-0' TEXTURED FINISH
8'-8' BhCS. NGT.
II
0'-0' FIN. FLR. I I 0'-0" FIN. FLR.
GR D----------------'---------'---------------------- -- GR D
MIN. 4'
LEFT ELEVATION
SCALE: 1/4 • I'-0' TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
12
6
8'-8' BRG. HGT.s
a
MIN. N. 4 FIN. FLR.
4' GRAD --- --------------------------- ---------------
RIGHT ELEVATION
SCALE= 1/4 . I'-0' TEXTURED FINISH
FIN.
8
I �� I
DECO. DETAIL
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdesigngrouP.Com
AA N: 0003325
b
b
A
EILTBDIV. & L.OT:
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MODEIA
4EAB
"1672-ARIA"
GARAGE ®WINO:
LEFT
PAGE:
ELEVATION "C"
%150 MPH EXP. B
DATE: 8/16/18
8CAI.E: 1/4"=1'-0"
SHEET
A2
ELECTRICAL LEGEND
SYM.V-WAY
DESCRIPTION
-0-
SWITCH
4
CH
4
CHITCH
I -BON
T
T
rHERWSTAT
INGLE RECEPTACLE (125VR0-AMP
WALE POLE)
IOV DUPLEX RECEPTACLE
IOV DUPLEX RECEPTACLE (EQUIPPED
TH c4ao Np FAULT
NTEIWPTER/TAMPER RESISTANT TYPE)
10v DUPLEX OUTLET (HALF OF OUTLET
RED TO SWITCH)
4W-
IOR WATERPROCF/GFI
CEPTACLE(GROUND FAULT
NTERLPTMU
NDV QUAPPLEX RECEPTACLE
®
10VDUPLEX RECEPTACLE (FLOOR
20V RECEPTACLE (4 WIRE
CTOR)
L MOUNTED LIGHT
FILING MOUNTED L*14r
ENT L*WT
LOOD LIGHT
WALL SCONCE PRE -WARE
T FAN WITH LIGHT (I CFM PER SO. FT.)
8G9
BULB LIGHT FIXTURE
8098
BULB LIGHT FIXTURE
nOCOnn
BULD LIGHT FIXTURE
' TRACK LIGHTING
TTIC LIGHT WITH PULL CHAIN
'(
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m
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•NOTES,
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TORE VERIFIED • HOMEOWNER
PRE -CONSTRUCTION MEETING.
• ALL RECEPTACLES IN ALL NHABITABLE ROOMS
TO BE ARC FAULT PROTECTED PER NEC 2I0.12(b)
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GPI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO DE LOCKOUT IN
PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY
m GFM INTERMITTENT PER TABLE MI901A OF
OF "'Ix
FBCR 6TH EDITION
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT-NTERUIAPTER PROTECTION FOR
PERAONNEL ON FEEDERS)
• WIRING METHOD SHALL DE NON METALLIC CABLE
AS NEC 2014 ARTICLE W0A(5X2)
• ALL RECEPTACLE TO BE TAMPER -RESISTANT
TYPE
• ALL LAMPS SHALL 8E SELECTED BY BUILDER
AND T5% OF LIGHTI� MUS1 BE ENEIsaSY EFFICIENT
TYPE PER FBL. EAEId^sY CONSERVN ATIO
(RESIDENTIAL ENERGY EFFICIENCY) 20I1. 6th
EDITION R404J
METER
FIELD
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LOC.
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AS REQ.
PER BLDG.
CODE
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CLG FANS` MTD. LIGHT j
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150 AMP ELECTRICAL RISER
NOT TO SCALE.
FOR
IES
GENERAL NOTES:
A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6!H
EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER
PRE -WIRED
COMPANY REQUIREMENTS.
CLG FAN
M ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
AT
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARX
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" CIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 302/0 CU. THWN . 1% CU IN 2' CONDUIT OR 3
04/0 AL, THU.N • 1.6 CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG-)
COMBINATION SERVICE B0 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
PANEL
1S_OZTP
MC5
TELEPHONE SERVCE CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 618
EDITION (2011).
5/8" CIA X 8 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PHA07.774.8078
FAX: 407-7744018
www.abdeslgngroup.oDm
AA M 0003325
0
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>9USDIV. Qe IAT:
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MODEL•
4EAB
"1672— ARIA"
GARAGE SIVFING:
LEFT
PAGE:
ELECTRICAL
PLAN
v.150 MPH EXP. B
ARCHMOT
STATE OF FLOF;flA
1
A. ABOUGHACRA
AR NO W723
SCALE: 1/4"=1'—Or•
BiIEET
E1
I
I
II
II I I
I
II I
I
0 0
0
v
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I
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II
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o ----
0 0 0
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0 - - - - - - - - - - - -
PLUMBING PLAN
SCALE. 1/4 . I'-m'
r V.T.Rc1
I I/2
2' 1
KITCHEN
sINK W/ �f I
AUTO VENT 1 I
1
2' V.T.R. �I 1/2'
1 1/2' 1 2 1
2' 2• II/2,1 �1 1 TUEiI
I I/2 I I 1
I I I/2' � I I/1' LAv I 1
2-j 1 I1/2' ----Yp 11/2, ( I 2•
r 1 3.
I U1G I OPT.1 IJ I WASHER g
ITIM LAv. AV I
3' I SHWR 3.
CA.
TO
3' 3- MAIN
4'
PLUMBING RISER DIAGRAM
i44i N. RONALD REAGAN BLVD.
LONG WOOD, FL 32780
PH: 407-774.6078
FAX 407-7744078
www.abdeslgngroup.com
AAiF.0003325
W
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INti
SVSDIV. da LO11
SILVERADO
LOT #2
BLK. #11
PROJECT*
04128.001-02111
DLODIM
4EAB
"1672-ARIA"
GARAGE El1R1JG:
LEFT
PAGE:
PLUMBING
PLAN
%150 MPH EXP. B
DATE- 8/16/18
I9CALE: 1/4"=1'-0-
8HEET
P1
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MF.:s. 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 SLOG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 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, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION
(2011) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH 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/SMOKE
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 FBC 6TH
EDITION (2011) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
11, DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
00 EXTERIOR WALL
PLENUM — b AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY REFRIGERANT LINES
AIR
EVAP
LEGEND
®
SUPPLY AIR DIFFUSER
m
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
—
BROKEN LINE- RETURN TRUNK
1
BALANCING DAMPER OR 000
0
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
®
THERMOSTAT
m
PASS-THRU AIR GRILL
SECURE STRAP TO GONC. CONDENSER
W/ (2)-3/I6'X2' TAPGCNa UNIT IT
WB ROLL STRAP
OR EQUAL
4• CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
AOXI 1/4' BHT. MTL. SCREWS
EXTERIOR WALL
b
3/4' PVC CONDENSATE DRAIN LINE
d
PVC SLEEVE TO LINES BELOW SLAB
T
REFRIGERANT LINES TO
RETURN
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 6TH EDITION (2011)
MECHANICAL BLOC. CODE
SECTION W12A
HVAC
DRAINS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD • 12' FROM STRUCTURE
SCORIATED NICKEL FIN. FLOOR COUNTERSUNK
BRONZE FL. PL. OR WALL CO. PLUG
BRASS PLUG
SEE SPEC.
I'-8'X8' CONC.
FIN. GRADE
FITTING OR EXTENSION TO OR PAVING
SOIL OR WASTE AS FITTING OR
REQUIRED EXTENSION TO SOIL
WADE 8240-K J05AM 56000 OR WASTE AS
INSIDE SERIES NICKEL BRA56 TOP REQUIRED
CAULK P.V.0 OPTI/SPEC
INV. SKS
SITE PLAN INV. _S�E�E
91Y TE PLAN
FLOOR SLAB CLEAN -OUT (TYPN� NEXT. GROUND CLEAN -OUT (TYP.)
MECHANICAL PLAN
SCALE: 1/4 • I'-0'
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX 407-7744078
www.abdesl$ngroup.com
AA * 0003326
W
0
O
SVHDrv. do LOT:
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MODEL.•
4EAB
"1672-ARIA"
GARAGE SVRNG:
LEFT
PAGE:
MECHANICAL
PLAN
150 MPH EXP. B
J _t
!E
DATE: 8/18/18
scALE: 1/4"=1'-0"
SHEET
M1
u�.c��_ 1� 2X4 TOP PLATE
PRE-FAB TRUSS
IR' CLG. BOARI
O' DRYWALL
2X4 WOOD
STUDS *24'
O.G.
/--CONC. SLAB
NOTE: STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.G.
FIN. RR T � '
(a:)TYP. INT. WALL ( NON— BRG. )
�1 SCALE: 3/4'•I'-C'
FII5E GLASS SHINGLES
OVER 30 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION RW511
ON J' O.SUS. SHEATHING
OR k CDx PLYWOOD
SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK 2 COAT PORTLAND-1--
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR�
FIBERGLASS SHINGLES
OVER 30 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R505.1.1
ON 1}' Ob.S. SHEATHING
OR CDX PLYWOOD
5/S' GYPSUM BOARD
SECURED PER
OR HIGH
FASTENER SCHEDULE
STRENGTH CLG.
BOARD
REFERENCE
STRUCTURAL
SEE ENERGY CODE FORMS FOR
PRE-ENG TRUSS
INSULATION R-VALUES
REFERENCE STRUCTURAL
MTL. DRIP EDGE
PER ELEVATION
2x FASCIA PER
ELEVATIONS
R-4.1 INSULATION
VENTED SOFFIT
ATTACHMENT
AS PER MANUFACTURES
�WINDOW
SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS 24' OC.
1/2' THICK, 2 COAT PORTLAND
g• cm
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
I/2' GYP. WL. BD.�
WOOD SASE
m ..
a a
n
A W/ WINDOW OPENING TYP WALL SECTION
B' NNe) NOTE•
PER SECTION 505.1.1 - FOR ROOF
SLOPES 2:12 TO LESS THAN 4.12, A
5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM
1 SCALE: 3/4 •1'•0' IS R15MIRED. FOR ROOF SLOPES
OF 4:12 OR GREATER, (1) LAYER
IUNDERLAYIMENT IS PERMITTED BUT
MUST BE PER ASTM 0226 TYPE 11,
ASTM D 486S TYPE Iv, OR ASTM P
6l5i
"&* Lou
2 GAS LINE THRU BLOCK
eaao m.r.v
FIBERGLASS SHINGLES
OVER 30 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
RWb.1.1 ON J' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
TYP.
MTL. DRIP EDGE O.N•
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
III
IN�-ry flf-I
TO
Is I" o6Lv. aTaTa.
. pm zvle .4L TRpgc. _ . nw. •,,o =OMR
s GARAGE DOOR JAMBS
D1 SCALE: I1/2'•1'-0'
2x BLOCKING BETWEEN TRUSSES
PER STRUCTURAL DETAILS—\
STIFFDACK AT ALL UPRIGH'
PER STRUCTURAL DETAILS
PRE-ENG WD. TRUSS
CONT. 2x RAT RUN SECURED PER—/
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
PER ELEVATION
\ S/W GYPSUM BOARD OR I/2'
HIGH STRENGTH CLG. 50ARD
FIBERGLASS SHINGLES
OVER 30 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R305U.1 ON J' Ohb.
SHEATHING OR;' CDX
PLYWOOD SECURED PER
m FASTENER SCHEDULE
TYP. MTL. DRIP EDGE
o.H. 2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
'--2x P.T. SECURED PER
STRUCTURAL DETAILS
�-- R-4.1 INSULATION 1/2' THICK, 2 COAT
�— WINDOW ATTACHMENT AS PER POIMAND CEMENT
MANUFACTURES SPECIFICATIONS PLASTER APPLIED
RENCE DIRECTLY TO MASONRY
STRUCTURAL
Ix2 P.T. FURRING
STRIPS • 24' O.C.
1/2' THICK, 2 COATj—' 1/2' GYP. WL, BDCMU
PORTLAND CEMENT WOOD BASE
PLASTER APPLIED
DIRECTLY TO MASONRY
V-0' FIN. FLR l _ 0'-0' FIN. FLR
a
ti W/ WINDOW OPENING B TYP. WALL SECTION
NO OPENING
K-6-'�1—STORY GABLE BLOCK WALL
D 1 SCALE: 3/4' • 1'-0'
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 327W
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.com
AA M: 0003325
rl
11
BBIII
enm
SL78DIV. Z M
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.00 -02111
MoDEL-
4EAB
"1872-ARIA"
GARAGE 81IINO:
LEFT
PAGE:
DETAILS
150 MPH EXP. B
P:9• : J
DA � 8/18/13
ScAI•E: 1/4"=1'-0"
SHEET
D1
0
SECURE 2x4 ON
PLAT TO SLK
W/ CUT NAIL6.
81DEA,
2X6 GARA4E DOOR DUCK UV (D)
AW' A -BOLT& 4' EMBEDMENT MIN.
W/ 2'X2'>4 WASHER AND NUT
SPACED EVENLY PROM FLOOR TO
4ARA4E DOOR HIM N J0INT8
PRIOR TO PILLN6.
1-2X6 PT BLOCK • CENTER OF
p DOOR HEADER WKUJi'>W J-BOLTS
4' EMBEDMENT UY 2'xt')db' W48HER
AND NUT.
° Iym
ALL ANCTLW SHALL L N ACCORDANCE NOTVQ NTI TO
MANtPACTIRER'S INSTALLATION MBTRICTIONB WHEIC
GARAGE DOOR
BUCK ATTACHMENT
\,Q� —.d
8' cm
14' DRYWALL
I'x4' OR I'X2' P.T. NAILER
❑ Ix4 P.T. OR %4X4' MIN.
SECURE THRU FRAME t
EMEND I-Y4 INTO BLOCK
W/ Wb' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I-Yi
WITHIN 8' OF EACH END 4
B' 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 Y4)
DOOR JAMB TO BLACK +3/4 OR +5/4
(-e1 1RNDOM TO BLOCK +3/4 OR +5/4
" SCALE: N.T.S.
2X4em
SECURE TO BLOCK W/ W,'
TAPCONS OR
(MIN. SHANK SIZE J45
MIN, HEAD SIZE 300
MIN. EMBEDMENT I Y4)
WITHIN 8' OF EACH END t
18' O.C. MAX SPACING,
2X6:m
SECURE TO BLOCK W/2-%'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 4')
WITHIN 8' OF EACH END t g, CM
IS' OC, MAX SPACING. Y,• DRYWALL
2xS, ® ❑ IA -'
OR I-X2' P.T. NAILER
SECURE TO BLOCK W/J-Y.. OOR CASING
TAPCONS
(MIN. SHANK SIZE J45 B MIN. HEAP SIZE 300 (DOOR JAMOR WINDOW
MIN. EMBEDMENT I Y4) ATTACH TO 2X PER
WITHIN 8' OF EACH END t MANUFACTURES DETAILS.
IS' OC. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 )
DOOR JAMB TO BLACK +1-1 2"
/n1 WNDOW TO BLACK +1-1 "
" SC E: N.TS.
2X4m
SECURE TO BLOCK W/'
TAPCONS (MIN. SHANK SIZE
145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4 )
WITHIN 8' OF EACH END t
NOTE, STRUCTURAL 2X
18. OC. MAX SPACING.
MUST BE ON OUTSIDE t
2Xbm
SECURED THROUGH
SECURE TO BLOCK W/2-%'
NON-STRUCTURAL V.-
A
TMIN.
(MIN. SHANK SIZE .145
EMMPCCN BEDMENT INTO BLOCK
MIN. HEAD SIZE 300
CMU
MIN. EMBEDMENT I Y4)
DRYWALL
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.��,r-I:X4
OR I'X2' P.T. NAILER
2XS,m
SECURE TO BLOCK W/2-V&'
}(r' OS$. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4)
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
18' OZ. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y49
DOOR JAMB TO BLOCK +1-15/1p"
H C +1- 8
C SCALE: KT .
2X4,m
SECURE TO BLOCK W/
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4 )
WITHIN W OF EACH END 4
NOTE: STRUCTURAL 2X
18' O.C. MAX SPACING.
MUST BE ON OUTSIDE t
2X6m
SECURED THROUGH
SECURE TO BLOCK W/2-Wo'
NON-STRUCTURAL
ON MIN.
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN, HEAD SIZE 300
MIN. EMBEDMENT 149
8, cm
WITHIN W OF EACH END t
J4' DRYWALL
18' OC. MAX SPACING.
2X8�
❑
I'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/J-%'
OOR CASING
TAPCONS
[DOOR
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
JAMB OR WINDOW
MIN. EMBEDMENT I Y49
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
18' OC. MAX SPACING.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED i'4)
DOOR JAMB TO BLACK +2 4"
D WINDOW TO BLACK +2 1 4"
SCALE, N.T .
2X4m
SECURE TO BLOCK W/ V
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y♦9
WITHIN 8' OF EACH END t
NOTE: STRUCTURAL 2X
18' O.G. MAX SPACING.
MUST BE ON OUTSIDE t
2Xbm
SECURED THROUGH
SECURE TO BLOCK W/J-V.'NON-STRUCTURAL'Nr'
TAPCONS
TAPCON MIN. 1-Y4
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
CMU
MIN. EMBEDMENT I Y49IMANUFACTURES
DRYWALL
WITHIN W OF EACH END'X4'
18' O.C. MAX SPACING.2XS�
OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2TAPCONSppOr+i
CASING
(MIN. NK SHASIZE .145MIN.
HEAD SIZE 300
MIN. EMBEDMENT i Y4-)DOOR
JAMB OR WINDOW
WITHIN 8' OF EACH ENDTTAC44
TO 2X PER
18' OC, MAX SPACING.
DETAILS.
xvm .,.,.. rmFo ro ru.. aas mo wr oa:mx•,
DOOR JAMB TO BLACK +3"
E ENDON TO BLOCK +3"
SCALE: RT .
2X4m
SECURE TO BLOCK W/
TAPCONS
(MIN. SHANK SIZE J46
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4 )
WITHIN 8' OF EACH END t
NOTE: STRUCTURAL 2X
10' O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6om
SECURED THROUGH
SECURE TO BLOCK W/1-%'
NON-STRUCTURAL %'
TAPCONS(MIN. SHANK SIZE
TAPCON MIN. I-Y4
145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
8, CM
8. OF EACH END t
%i' DRYWALL
18' OC, MAX SPACING.
2X&cm
a
I'X4' OR I-X2- P.T. NAILER
SECURE TO BLOCK W/2-%'
2NO 2X SECURE TO
TAPCONS(MIN. SHANK SIZE
STRUCTURAL MEMBER
145
W/l2)I2d WITHIN 8' OF EACH
MIN. HEAD SIZE 300
END t 6' TO 8' O.C. MAX
MIN. EMBEDMENT I Y4)
OOR CASING
WITHIN 8' OF EACH END t
DOOR JAMB OR WINDOW
18' OC, MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4)
DOOR JAMB TO BLACK �3"
T' SCALE: N.T.S.
2x4m
SECURE TO BLOCK W/Y4
TAPCONS(MIR SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
NOTE: STRUCTURAL 2X
WITHIN 8' OF EACH END 4
MUST BE ON OUTSIDE t
IS' O.G. MAX SPACING.
SECURED THROUGH
2x6,®
NON-STRUCTURAL �(r'
SECURE TO BLOCK W/1-1/4'
TAPCON MIN. I Y4
TAPCONS(MIN. SHANK SIZE
EMBEDMENT INTO BLOCK.
145
MIN. HEAD SIZE 300
, CMU
MIN. EMBEDMENT I Y♦')
, DRYWALL
WITHIN 8' OF EACH END 4
IS' OC. MAX SPACING.
'X4' OR PX2' P.T. NAILER
2X8mo
❑
SECURE TO BLOCK W/I-1/4'•
OS$. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END t
ATTACH TO 2X PER
18' OC. MAX SPACING.
MANUFACTURES DETAILS.
etlR. MIM Y �� ro M1,1� JY� t0o NOI oK7o x'1
DOOR JAMB TO BLACK +3-7/18"
G WINDOW TO BLACK +3-7 16"
ALE: N.TS.
2X4m
SECURE TO BLOCK W/Ya'
TAPCONS
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y♦')
WITHIN e' OF EACH END t
NOTE: STRUCTURAL 2X
18' O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6m
SECURED THROUGH
SECURE TO BLOCK WA-1/4-
NON-STRUCTURAL V
TAPCONS
TAPCON MIN. I -A'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
8' cm
WITHIN 8' OF EACH END t
J¢ DRYWALL
18' Or-, MAX SPACING.
1'X4' OR I'X2' P.T. NAILER
2X8as
SECURE TO BLOCK W/I-1/4'
' P.T. X 4' MIN.
TAPCONS
OOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
DOOR JAMBR OWINDOW
WITHIN 8' OF EACH END 4
TTACH TO 2X PER
18' OC. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED 49
DOOR JAMB TO BLOCK +3 3/4"
n NINDOW TO BLACK +3 3/4"
as SCALE, N.T.S.
d N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdoeigngroup.com
AA 8: 0003325
m
O
c
a
SU13DM ae LOT
SILVERADO
LOT #2
BLK #11
PROJECT#
04128.001-02111
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
150 MPH EXR B
STATEARCHrrECTO: ,
t� � o
A CRA
L AR NO 93723 _ J
PAINT
I)ATE.8/16/18
SCALE: 1/4"=1'-0"
BiIEET D%
iv
PRODUCT APPROVAL
LISTING
-
-
-
-
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
FL 17232.4
FL 17232.3
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 17248.1
FL 6223.3
FL 17325.1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 7473.1
EAGLE PRODUCTS
ROOFING
ROOF TILES
2017 FBCR
12/31/2018
FL 12019.1
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2017 FBCR
3/2/2020
FL 14039.1
PLYGEM
SINGLE HUNG
-
2017 FBCR
7/31/2019
FL 14634.2
PLYGEM
SLIDING GLASS DOOR
-
2017 FBCR
7/31/2019
FL 15264.1
PLYGEM
WINDOWS
MULLIONS
2017 FBCR
7/31/2019
FL 14253.1
PLYGEM
FIXED GLASS
-
2017 FBCR
7/31/2019
FL 15217.14
MI WINDOWS & DOORS
SINGLE HUNG
-
2017 FBCR
6/16/2020
FL 18240.2
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
12/31/2039
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
2017 FBCR
12/31/2038
FL 5891.1
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2017 FBCR
12/31/2018
FL 10758.2
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2017 FBCR
10/13/2020
FL 10477.1
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
01/02/2018
FL 13192.2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
12/31/2020
FL 13223.2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 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
12/31/2018
FL 7006.4
IKO
SHINGLES
30 YEAR
2017 FBCR
9/6/2021
FL 158.1
CASTCRETE
STRUCTURAL
LINTELS
2017 FBCR
9/11/2018
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: 06/13/201
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-7744078
www.abdeslgngroup.com
L AA 8: 0003325 A
0
4
SILVERADO
LOT #2
BLK. #11
Paoine"
04128.001-02111
uoa�
4EAB
"1672-ARIA"
GARAGn OWING.
LEFT
PAG7z
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
Dw8/16/18
SCAM 1/4"=1'-0"
slaglff
D3
P 4EPORIM CONTROL JOINT—
PLARM OF CONTROL JOINTS Td
DE WIRED TIED TO LATH P a'
OG. MAX (VERTA NOTE, DO
NOT PAST04 CONTROL JOMT TO
WALL EVEN IF STUD EXISTS
OE toz EXCEPT STAPLES W/
W LEG MAY ME SECURE COROI�JOI TO TEhIP.
WRING INSTALLATION —�
FASTENERS TO DE SPACED
• l' O.C. MAX VERTICALLY
I' THICK
PLASTR3 COAT CEMENT
\ W IS LAYER 41 FORTIPIDER
OWLDNG PAPER
APPROVED METAL LATH
FASTENED .l' (VERT.) OC. MAX
AT SUPPORTS
LLRD LAYER %
STUCCO WRAP
WOOD SHEATHING
VYJ
LATH SHNALL
OE CgT LL
iTdmUGH CON
JOINTS 15Ui
DE STOPPED M
TIED AT EACH SIDE. PROVIDE 2X4 OLOCKING
PER ASTM C1063 PLACED FLAT MAX 6' TO 6'
1J014
PROM CONTROL JOINT WHEN
\ CONTROL JOINT PALLS ON
i FASTENERS FOR LATH TO DE NAILS 0-- i STRUCTURAL STUD
STAPLES IN COMPLIANCE IW A67M C063
2. WHO TIES TO DE (NO. IS) 00415' WIRE /
3. OLOOCING SHOW MAY DE N ADDITIOt* \
TO WALL STUDS REOMIRED PER PLAN /
77-777
O"M" TYPE CONTROL JOINT
OLPOLDIWMIV.rt.♦
Ft A
2. CREAW • Pr. o
3. CRILAEE • M, C
Y
n
OtPOW NWIID•R.A
2. CREAN •K.o
FOLD
• 4r
® L FOLD YaL.1.D . M. A
2. uvAAs • rt. S
s. CREAM • Pr. C
A. POLO rt. c CVQ rt.
o TLL P7, C TOLICLIP
SofTom FLAN.E
d�
Y'
ISOTr "
RAC.
bmcuT.
ICK 3 COAT CEMENT
(TER (Fit"L N' 2 COAT
rt PLA5TSt (C M/
LAYER v, PORTIPISER
JMG PAFER`Iwm Ote.Y)
LAYER'S,
CO URA1•(NRANo OILY)
MY.L PL.AMeq
L-ouT R-46HINa (ssE
�A Ew� eor1C1 i�oP RpoF .
IUAL.L NTOMaCTIaIP
NOTIE,
APPROVED DUILDNG WRAP 6t
SHALL DE LAPPED A MMMUM OF 4'x4' SELF -ADHERING MEFIGRANE
b' • VERTICAL LAPS (ROLL FLA6WW (COI-IPATIOLE UV F10U8E q.
ENDS) N b' • NEED
TO BE LAPS. WRAP MATERIAL) OVER
LATH VERTICAL LAP TO DE I' APPROVED HOUSE WRAP,
ALL FOAMS NEED TO HI TAPED R-AS14M TO exfBaD ONTO PIPE I
OATH PORTEER 81NEATHING TAPE �
\ 11 OR LESS PIPE xb'xb' SELF-AD4E!RING nErlelvAN•IN
/ \ PENETRATION FLAOMMG (CCMPATWLE W/ MOUSF
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMPRA1•E
R.AOMW OVER APPROVED
METAL LAt mom ~.
RJASM NG TO EXTEN 0 ONTO PIPE
X X X—�'c?C CUT AND OVERLAP ONE 81De OF
—�-1!\_ METAL LAIM CUT AND OVERLAP ONE SIDE OF
STEP M STEP 02 FLUNG NG ML97DR 4NlE
WIS LAYER 1, r THICK 3 COAT GEI-ENT
STUCCO URAP I PLA67M 67UCCO Wtw
e• MIN P a aN Y METAL LATH Wlm LAYER 4, FORTPIDER
WRD LAYER .2,FORTPIDER / I WRD LAYER -2. FORTPIDER
BUILDING PAPER DUS.DING PAPER
\ WILDING. PAPER METAL LATH
W.AP
b'xb' 6W-AP ERNEM S MDRANE
STUCCO
WELP-ANG OVER Mill'
FELF-ADFERN6 NIEMIORiNNE
INSTALL FASTENERS (CLIP6, FLASHY OVER AFFROVLD
WOOD SHEATHING STRAPS. STAPLES) AS HOUSE WlAP.
RECUIRED TO SECURE R_ASNYYi TO EXTENID arxo PIPE
PIPE/ WIRE TO FRAMING
4'z4' SELF-ADHERANG N1E7'7ORAPE
FLASHMG OVER APPROVED
NIOLIBE UNQAP.
r nN LAIN FLASHING TO EXTEND ONTO PIPE
LM, 4' OVER
4LL LAP
' WNWAD
AD OF 69ALMT
2 SCALE, I V2'.1'-0' WTALL APPROVED MW6lW2lAP AIR
(4) KIC KO UT
DETAIL
"mm n*m ulw coop OR
eomm Do NpT art)
Mom,
SIDE LAPS OF METAL
PLASTER DAM$ 64ALL
DE SECURED TO
PR.AMW M1111'DER6.
THEY SMALL M TIED
WTH 00418-IN. (121-MM)
WRE AT INTERVALS NOT
MORE THAN 6' (226-MM).
AS PER A6TM 010b3
lAl
FOR REPAIR OF TEARS
IN UNAD LAYERS, TEARS
MAY OE PATCHED
WA40USE WA7.1P TAPE
PER MANLF. SPEC. OR
PEEL A STICK
WOOD
&NEAT
OUILOII
PAPER
STUCG
4TH
MR
WOOD SHEATHING OR CM
WR6 LAYER 61,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB 1 TAPE OVER
R!]lTFAl ldl l 09SEEn
z 5'X5' 'L' TYPE CONTINUOUS
i z GALv. METAL FLASHING
N � (NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
"L" FLASHING
N.T.S.
N.T.S.
SECTION PER SECTION Rn3.7
EdErlw 4tlikg and ple.MM1iO
Ederbr use of portlenU cwmt pluter
.hell comply wnh tlR epplIcatlon
reWVements of ASTM C 12612A
in.ta2atlon of eMrlo, 1eftg ad hemtlg
shill comply wIM ASTM C 1083-12A.
LEGEND
DRAINAGE PLANE (WRB
LAYER #1, STUCCO WRAP)
WR5 LAYER 02 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
•�� A
SELF-ADHESIVE FLA5HING — — — — — —
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R-1031.1 / A5TM C-84l -Oc3, MIN. 2.5 L55.
PER 5Q- YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407.7744076
W ww.abdeslgngrouP•com
AA & 0003326
LATH SHNALL
OE CgT LL
iTdmUGH CON
JOINTS 15Ui
DE STOPPED M
TIED AT EACH SIDE. PROVIDE 2X4 OLOCKING
PER ASTM C1063 PLACED FLAT MAX 6' TO 6'
1J014
PROM CONTROL JOINT WHEN
\ CONTROL JOINT PALLS ON
i FASTENERS FOR LATH TO DE NAILS 0-- i STRUCTURAL STUD
STAPLES IN COMPLIANCE IW A67M C063
2. WHO TIES TO DE (NO. IS) 00415' WIRE /
3. OLOOCING SHOW MAY DE N ADDITIOt* \
TO WALL STUDS REOMIRED PER PLAN /
77-777
O"M" TYPE CONTROL JOINT
OLPOLDIWMIV.rt.♦
Ft A
2. CREAW • Pr. o
3. CRILAEE • M, C
Y
n
OtPOW NWIID•R.A
2. CREAN •K.o
FOLD
• 4r
® L FOLD YaL.1.D . M. A
2. uvAAs • rt. S
s. CREAM • Pr. C
A. POLO rt. c CVQ rt.
o TLL P7, C TOLICLIP
SofTom FLAN.E
d�
Y'
ISOTr "
RAC.
bmcuT.
ICK 3 COAT CEMENT
(TER (Fit"L N' 2 COAT
rt PLA5TSt (C M/
LAYER v, PORTIPISER
JMG PAFER`Iwm Ote.Y)
LAYER'S,
CO URA1•(NRANo OILY)
MY.L PL.AMeq
L-ouT R-46HINa (ssE
�A Ew� eor1C1 i�oP RpoF .
IUAL.L NTOMaCTIaIP
NOTIE,
APPROVED DUILDNG WRAP 6t
SHALL DE LAPPED A MMMUM OF 4'x4' SELF -ADHERING MEFIGRANE
b' • VERTICAL LAPS (ROLL FLA6WW (COI-IPATIOLE UV F10U8E q.
ENDS) N b' • NEED
TO BE LAPS. WRAP MATERIAL) OVER
LATH VERTICAL LAP TO DE I' APPROVED HOUSE WRAP,
ALL FOAMS NEED TO HI TAPED R-AS14M TO exfBaD ONTO PIPE I
OATH PORTEER 81NEATHING TAPE �
\ 11 OR LESS PIPE xb'xb' SELF-AD4E!RING nErlelvAN•IN
/ \ PENETRATION FLAOMMG (CCMPATWLE W/ MOUSF
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMPRA1•E
R.AOMW OVER APPROVED
METAL LAt mom ~.
RJASM NG TO EXTEN 0 ONTO PIPE
X X X—�'c?C CUT AND OVERLAP ONE 81De OF
—�-1!\_ METAL LAIM CUT AND OVERLAP ONE SIDE OF
STEP M STEP 02 FLUNG NG ML97DR 4NlE
WIS LAYER 1, r THICK 3 COAT GEI-ENT
STUCCO URAP I PLA67M 67UCCO Wtw
e• MIN P a aN Y METAL LATH Wlm LAYER 4, FORTPIDER
WRD LAYER .2,FORTPIDER / I WRD LAYER -2. FORTPIDER
BUILDING PAPER DUS.DING PAPER
\ WILDING. PAPER METAL LATH
W.AP
b'xb' 6W-AP ERNEM S MDRANE
STUCCO
WELP-ANG OVER Mill'
FELF-ADFERN6 NIEMIORiNNE
INSTALL FASTENERS (CLIP6, FLASHY OVER AFFROVLD
WOOD SHEATHING STRAPS. STAPLES) AS HOUSE WlAP.
RECUIRED TO SECURE R_ASNYYi TO EXTENID arxo PIPE
PIPE/ WIRE TO FRAMING
4'z4' SELF-ADHERANG N1E7'7ORAPE
FLASHMG OVER APPROVED
NIOLIBE UNQAP.
r nN LAIN FLASHING TO EXTEND ONTO PIPE
LM, 4' OVER
4LL LAP
' WNWAD
AD OF 69ALMT
2 SCALE, I V2'.1'-0' WTALL APPROVED MW6lW2lAP AIR
(4) KIC KO UT
DETAIL
"mm n*m ulw coop OR
eomm Do NpT art)
Mom,
SIDE LAPS OF METAL
PLASTER DAM$ 64ALL
DE SECURED TO
PR.AMW M1111'DER6.
THEY SMALL M TIED
WTH 00418-IN. (121-MM)
WRE AT INTERVALS NOT
MORE THAN 6' (226-MM).
AS PER A6TM 010b3
lAl
FOR REPAIR OF TEARS
IN UNAD LAYERS, TEARS
MAY OE PATCHED
WA40USE WA7.1P TAPE
PER MANLF. SPEC. OR
PEEL A STICK
WOOD
&NEAT
OUILOII
PAPER
STUCG
4TH
MR
WOOD SHEATHING OR CM
WR6 LAYER 61,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB 1 TAPE OVER
R!]lTFAl ldl l 09SEEn
z 5'X5' 'L' TYPE CONTINUOUS
i z GALv. METAL FLASHING
N � (NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
"L" FLASHING
N.T.S.
N.T.S.
SECTION PER SECTION Rn3.7
EdErlw 4tlikg and ple.MM1iO
Ederbr use of portlenU cwmt pluter
.hell comply wnh tlR epplIcatlon
reWVements of ASTM C 12612A
in.ta2atlon of eMrlo, 1eftg ad hemtlg
shill comply wIM ASTM C 1083-12A.
LEGEND
DRAINAGE PLANE (WRB
LAYER #1, STUCCO WRAP)
WR5 LAYER 02 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
•�� A
SELF-ADHESIVE FLA5HING — — — — — —
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R-1031.1 / A5TM C-84l -Oc3, MIN. 2.5 L55.
PER 5Q- YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407.7744076
W ww.abdeslgngrouP•com
AA & 0003326
4'
y
8
0
O
a
BVHDIV. Z LOT
SILVERADO
LOT #2
BLK, #11
PROJECT#
04128.001-02111
MODEL.•
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
%150 MPH EXP. B
A. A
� T 8/16/18
SCALE: 1/4"=1'-0"
8HEET
WA1
BACKER ROD
BACKER ROD
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST,
SEQUENCE OF FLASHING TO ISE,
I. BOTTOM, 2. SIDES, 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES. Ya' CAULKING • JOINT
ALL AROUND
PER SECTION R703.7
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926.12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063.12A.
WRB LAYER 01,
STUCCO WRAP
I
!I
`x
.
HOODED VENT
:X, }' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT ( FRAME)
WOOD SHEATHING
WRB LAYER h,
STUCCO WRAP
WRB LAYER 4, FORTIFIBER
BUILDING PAPER
WOOD
CON6IUCTION
—METAL LATH
e' Cr1U i Y:. VINYL CASING BEAD
x. V RAISED BAND
V TON MID -WALL
WEEP SCREED
w WIDE STRIP SELF
ADHESIVE FLASHING, CLEMI
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKI
LEGEND
DRAINAGE PLANE (WRB
LAYER #1, STUCCO WRAP)
WRB LAYER e2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO o
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-641-0S, MIN. 2.5 1_155.
PER Sa. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT •
TOP t SIDES
GB DRYER VENT (BLOCK)
BUILDING PAPE
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
6' SELF ADHESI'
FLASHING (INSTA
PER MANUF. SPE
BUILDING PAPR
UNDER 'QUICK FI
A VENT PENETRATION
SCALE: N.T.S.
ELEC. METEf
VERIFY LO
Ii 7G IV r�GVGIYG
STUCCO SCRATCH COAT
t 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
WOOD
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIIBER
BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
Ye' TO Ye' MID -WALL
WEEP SCREED
6' SELF-ADHESIVE
1 ` FLASHING
WOOD FRAMED
WALL
—ELEC. METER FIELD
VERIFY LOCATION
1
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CONSTRUCTION
HORIZONTAL WEEP SCREED
( FRAME TO FRAME
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYELEND FOAM
-)R 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
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER •I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH TWA'
NO MEMBRANE
ENTERS BOX,
APPLY TO Flu
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
WRS LAYER •I,
STUCCO WRAP
WRB LAYER •2, FORTIFIBER
BUILDING PAPER
METAL LATH
O OD WOSTRUCTURAL
• I' Or. MAX
36. TO
X,SOiEm L
ADHESIVE FLA614NG, CLEAN
MASONRY BEFORE APPLYNG
® HORIZONTAL WEEP SCREED
(FRAME TO BLOCK.
8'
WRB LAYER •I,
STUCCO WRAP
CUT 'X' INTO
%
SELF -ADHERING
1
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
ry
STEfi #i
STEP #2
LAYER 01,
STUCCO
STUCCO WRAP
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
STEP #3
MEMBRANE FLASHING
WRB LAYER'2, FORTIFIBER
BUILDING PAPER
STEP #4
ELASTOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
'1ETAL LATH
STEP #5 STEP #o'
OELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7748078
FAX: 407-774.4078
www.abdosigngroup.com
AA #: 0003325
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LOT #2
K. #11
TyCO
T
ROTE04128.001-02111
MODEL:
4EAB
"1672— ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
DA INT 8/16/18
SCALE: 1/4"=1'-0"
SHETE�TT
dd A2
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
WOOD
WRB LAYER R, FORTIFIBER
CONSTRUCTION
BUILDING PAPER
V HAT CHANNEL
J' THICK,, 3 COAT CEMENT
W/%* TYPE 'X' DRYWALL
6' SAF. • TOP OF WEEP SCREED
- TO SHEATHING BEHIND WEEP SCREED
WOOD SHEATHING
y-- 4' POSITIVE DRAIN
wir SCREED
WRB LAYER -1,
STUCCO WRAP
J' THICK, 3 COAT CEMENT
`
PLASTER 6' SELF-ADHEREING
166-WFWC-180 CUSTOM GA
FLASHING WRAPPED
"
• TOP OF WEEP SCREED
A�:
TO SHEATHING BELOW
i
WRB LAYER -1,
STUCCO WRAP
WRB LAYER 4, FORTIP15
i
BUILDING PAPER
-
W SELF-ADHEREINC.
WRB LAYER 9,
/�
Al
FLASH( WRAPPED
STUCCO WRAP
�6 AMbe ➢EGZ !z E :iIC_ P -1SQ (� �.
4
I � wEEP�EED
o CORNER OF CANTILEVER
jj�llTljTjlfi� IN
NO GAP IN HELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
10A DTL.® CANT.
SCALE: 1 1/2'.I'-0'
NOTE:
METAL LATH: LATH TO BE PER SECTION
R1031.1 / A5TM C-84i-09, MIN, 2.5 LB5,
PER 60. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER M
3/ I RESILIENT WEATHER RESISTIVE
HAT CHANNEL rBARRIER 4
�- i' THICK 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
WOOD 8-EEATHI
FINISH
J' THICK 3 COAT CEMENT
(2) 2x12 HEADER
PLASTER
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11D DRIP EDGE
INSTALLATION
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
I
BARRIER n
VINYL CASING BEAD
i' THICK 3 COAT CEMENT
PLASTER
5/8, TYPE 'X' DRYWALL
METAL LATH
W/TE 'TUBED o PAINTED
Wppp SHEATHING.
FINISH
}' THICK 3 GOAT CEMENT i�
HEADER/SEAM
PLASTER
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@DRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING-.�
PRE-ENG'D TRUSS -�
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER Q
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
NCB - - - - -
FINISH LAYER l2 LAYER
PEEL 4 STICJV�
6' PEEL 4RI STICK • DP
EDGE TO
DECK
I1S'XI % P.T. OR SIMULATED
WOOD (TREX) FILL
CONTINUOUS
WATER PROOFING lot 1 `
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM /
BALCONY DECK TO —/
CANTILEVER
b' PEEL 4 STICK •
DRIP EDGE TO DECK—,
I NXI W P.T. OR SIMU_AT
WOOD (TREX) FILLER,
CONTINUOUS
Yi GAP FOR BACKEE /
ROD 4 SEALANT
FINISH LAYER (2 LAYER
PEEL 4 STICK)
3/4 RESILIENT
HAT CHANNEL k
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
}' THICK 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD -/
0
3' X 3' 26 GA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANTA' MIN.
SPACE FROM DRIP
FACE TO TREX
V GAP FOR BACKER
ROD 4 SEALANT
VINYL CASING BEAD
WEATHER RESISTIVE
BARRIER M
1 WEATHER RESISTIVE
na BARRIER 42
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANTJY' MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL G�I��
WATER PROOFING lot
I LAYER (2 LAYER PEEL
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
}' THICK 3 COAT CEMENT
PLASTER
METAL LATH
I WOOD SHEATHING
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11 EDGE INSTALLATION
I
Y♦' GAP FOR BACKER
ROD A SEALANT —
VINYL CASING BEAD .
WATERPROOFI `let_
LAYER (2 LAYER PEE
4 STICK)
WOOD SHEATHING
%U'N SHEATHING
FATHER RESISTIVE
ARRIER -1
EATTHER RESISTIVE
ARRIER'2
SAP. \
-EEL 4 STIFK
'11G'x3' 'L' FLASHING
FULLY EMBEDDED
N ROOF CEMENT
IN X 3' 26 GA. GAL V.
METAL DRIP EDGE
SET N FULL BED OF
SEALANT,V MIN.
SPACE FROM DRIP
FACE TO TREX
7
I A'XI N P.T. OR SIMUL,
WOOD (TREX) FILLER
CONTINUOUS
Y♦' GAP FOR SEALANT
WEATHER RESISTIVE
BARRIER 9
WEATHER RESISTIVE
BARRIER 4
EXTERIOR COLUMN
COLU`N SHEATHING
6' SAF.
I )Vx3' 'L' FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
IN X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT,IY MIN.
SPACE FROM DRIP
OPT. BACKER RDD. -
L
- WATER PROOFING [at
MODIFIED e0
LAYER (2 LAYER PEEL o
3/4 RESILIENT
I STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
16
i' THICK 3 COAT CEMENT
PLASTER
5/8' TYPE 'X. DRYWALL
PETAL LATH
W/TEXTURED 4 PANTED
WOOD SHEATHING
FINISH
J'THICK 3 COAT CEMENT
""--4' POSITIVE DRAIN
noew areem
PLASTER
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
YINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
BALCONY DRIP
11C EDGE INSTALLATION R COLUMN
(W /"T "
VT AC'i.TTAT(--\
2x FRAMING MEMBER
WRB LAYER M,
STUCCO WRAPP
THICK, 3 COAT CEMENT
WOOD SHEATHING
PLASTER
UIRS LAYER 41, FORTIROER
i
BUILDING PAPER
2 1/2" CORNER BEAD
WRB LAYER 01,
FASTENED TO SHEATHING
® '1' O.C. MAX.
METAL LATH
STUCCO WRAP
N
J' THICK, 3 COAT CEMENT
i WRB LAYER 02, FORTIF15ER
N
PLASTER
BUILDING PAPER
x WRB LAYER "I,''
METAL LATH
'I STUCCO WRAP
FLASHINGDHERING
WOOD SHEATHING
'I
(EXPLODED J' THICK, 3 COAT CEMENT
EW FOR PLASTER
METAL LATH
DRIP GAP
CLARITY)
�
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
(14A CORNER BEAD 05) FRAME
, 2 1/2"
GONER BEAD
(FASTENER 4 SPACING o -I' O.C.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
/ � R�CORNER BEAD � BLOCK
WINDOW FLANGE
UIRS LAY(
BUILDING
METAL L<
J' THICK
PLASTER
WSELF-,
FLASHINt
DRIP C,
WINDOW ,
15 B CASING BEAD ® WINDOW
( FRAME, NO BAND)
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774,6078
FAX 407.7744078
www.abdeslgngroup.com
AA B: 0003326
Moo
V
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sv73D><v ae LOT:
SILVERADO
LOT #2
BLK. #11
PROJECT*
04128.001-02111
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
K',Rursl
10 A
AR N
DA E 8/16/18
SCALE: 1/4"=1'-0"
SHEET
WA3
WOOD SHEATHING
WRB LAYER "I, —
STUCCO WRAP
WRB LAYER'2, PC
BUILDING PAPER
METAL LATH 1111
J' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FLASHING
gilgifigWOZA'11143
DRIP CAP —
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
IWIRE,LAYER "2, FORTIF15ER
BUILDING PAPER
METAL LATH
-(EXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WIRE, LAYER h,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD ® WINDOW
(15C ( FRAME, W/BAND)
WOOD SHEATHING
METAL LATH —
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER r'
BUILDING PAPER
9' THICK, 3 COAT CEMENT
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
)'4'GAF- TYP i' THICK 3 COAT CEMENT
CASING BEAD PLASTER
IX TRIM MEMBER TO TRIM METAL LATH
s STUCCO TO
SIDING TRANSITION WRB LAYER 02, FORTIFIBER
BUILDING PAPER
SIDING? _ WOOD SHEATHING
WOOD SHEATHING
LAYER 01, \ \ WRB LAYER •I,
%O WRAP STUCCO WRAP
`— CASING BEAD
6' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
maWO°DO CON6TI%=TION
WOOD 6NEATN►IG—
WRATWM I
06NMM ,eESI6TiVE
LLBATHER RESISTIVE -
SAlaweR n
WW1I�.A EP--,BRING -
STARTER STRIP —
\
URATHEIR �1616T VE
5A." R RESISTIVE
BAIatlER 4
/ MASHINGADNERNG
GALVD METAL
'Z' FLAGHMG
Yi00D �°1 hIQ7ClRTIEP— -' -GAP
I
\ / oR APPR WACAL Gi NT
CAMS
SIDING TO STUCCO
0 BLOCK TO FRAME
9 TRANSITION --
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS.
PER 60. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WRB LATER *1
WOOD CONSTRUCTION
BEYOND
STUCCO WRAP
WW PEAT aNEATNMb
MER -19leTlvc-�
UEATNER RESISTIVE
BARRIER 9LqP
WRB LAYER "2, FORTIF15ER
wx
Xlm'AAL sv�
BUILDING PAPER
� � �-
METAL LATH
6TARTER 6TRIP—�`
(EXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
CASING BEAD ® RAISED
1 "7 A BAND ( FRAME)
SCALE: i 1/2'=I'-0'
l x 6 TMMrErTED-- —
(U%l FLEXIB{.E PVC \ /
BACKER ROD,T14 \
CET'@1T1 I�i AeRT TER
WEATHER RESISTIVE
BARRIER 9
UEATNER RE6IeTIVE—
BARRIER 7
}' THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
7-7
WINDOW FRAME
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
F-Z BEAD VINYL CASING
(W/V FLEXIBLE PVC BACKER ROD)
2X FRAMING
MEMBER
-ADHERING
PLASWINO
UIEATNER RE6ISTIVE
BARRIER M TO LAP
\ 6' MIN. ABOVE TOP
\ OF 'Z' FLA6NING
4-U �TN616T1VE
`�- UNATH ER REa16TIVE
BAMWMt -2
'rRIM"AATER
It MM616TIVE
ISA
(FWD
FLEXIBLE)PVC
BACKEIR SIDING TO STUCCO \-e�'A1e-MIRMSISTIVe
® FRAME TO FRAME
19 TRANSITION
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
BELOW EXPLODED
a OR CLARITY
Y4' GAP TYP }' THICK 3 COAT CEMENT
CASING BEAD PLASTER
SEALANT
TO WINDOW METAL LATH
WRB LAYER e2, FORTIF15ER
BUILDING PAPER
WINDOW FRAME
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING
(W/3'e' FLEXIBLE PVC BACKER ROD)
MEMBER
-APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
,
EZ BEAD WINDOW CASINGI
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 62 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING — — — —
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdeslgngroup.com
AA k: 0003328
114
0
b
0
a
OUBDIV. & I.OT:
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MODEL-
4EAB
"1672—ARIA"
GARAGE OWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
CUT HOUSSIMA
AT 46' ANGLE
MODIFIED 11• a
N HOUSE~
APPROVED HLUSM~
OVER SHBATHIN3 OVER
LLD 6TUD WALL
STEP 1
INSTALL 6•
SELF-ADNCRIN3
FLASHING OVER
NAILN3 PLAN3E AT
JAMBS
EXTEND1.vixx PLANNING MN �� /
SILL
FLAXISLE FLASHPIfs
DO NOT SEAL BOTTOM
FIN
STEP 6
1®7-ORAMLY
POLO -LIP N SEC
NOWEUMAP (O
TUCK PLAP %W
at HEAD
FOLD HOUOM
N AT JAM06 a
SLOPE SILL R
INSTALL 6'—
SELF-ADHERUNG
R-A614ma OVER
VINYL HEAD
FLAS14NI (WITH
DAMS) NAILING
FLANGE
EXTEND
SELF-ADMI RNG
PLAAHING P MN
BEYOND JAM
HL4SHNG
INSTALL VINYL C
CAr
AL13N FLASHING
0 INT. EDGE Or
61LL RO.
FASTEN PANNED P
EDGM PANNED
Nate, STAPLES)
NSTALL DUPONT
PLDNRAP A6 TH
R.ASHNN3 AT THE
FOLD HIOLpEWAlAP
DOW t TAPE
DIAGONAL CUT t
ACROSS HEAD OF
WINDOW
INSTALL 6• WDE ADHESIVE
BACKED PWWOLE PLASHIN
MATERIAL OVER DPoP CAP
JOINT (PROTECTO•WRAP
BT•20XL w EOUIV)
STEP 7 't`� STEP 8
WINDOW FLASHING
INSTALLATION DETAILS
12 (FULL WRAP)
SCALE: NTS
STEP 4
L IT IS THE CONTACTORS RESPONSIDILTY TO VERIFY
THE COMPATIBILITY OP ALL PRODUCTS NCUDNG
HOUSEURAP, SEALANTS 4 SELF•ADNERNG
PLASHING MATERIALS USED OURNG 0"TFUCTION.
2. INSTALL ALL MATERIALS PER tWLPACTURM
URITTEN SPECIFICATIONS
SEALANTS MAY REACT ADVERSELY IF NOT
CCfTPAT 6
n�
CLEAN AND SEAL JAMB TO SILL JOINT$ WITH
DOW M FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
REPAIR 604EME SHOWN $HALL BE
IMPLEMENTED AT ALL WINDOW6 WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WNDOW OPENING
$EEAL I TERIOR PERIMETER OF WINDOW WITH
1441 N. RONALD REAGAN BLVD.
LONGWOOD,FL32760
PH: 407-774.6078
FAX: 407-7744078
www.abdeslgngroup.com
AA 6: 0003326
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SuDDIV. Z MT".
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MODEL:
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL ASSEMBLY
DETAILS:
WINDOW
FLASHING
150 MPH EXP. B
trn q
=J:I
-• F � 1 �T6A�v
rpRINT
DATE: 8/18/18
BCALX: 1/4"=1'-0"
SHEET
WA5
/ I \
-----------------------------------
2x6 SUB-BANb
W/I'x4' NOTCH
- - -"
END, WRAPPED IN
PEEL 4 STICK
METAL FASCIA UAQAP
DRIP EDGE
I\
—
..
1/8' TEXTURED I \
\\
a
FINISH m WOOD I
2x6 SUB BAND
I/2' TEXTURED \
FINISH 0 CMU / \\
� \\
V METAL FASCIA
WRAP Ye' FROM \
�'
O �� �N
STUCCO, I" FROM \\
`
WOOD WALL \
EXTERIOR WALL
r� (FRAME OR CMU)
\\
\
\\
\\
NOTE: NOTCH FOR 2X(o
\`\ SUB BAND ONLY
k ROOF KICK OUT REMOVED
\\
\\ FOR CLARITY
\\
\ ROOF DECK (BEYOND)
DRIP EDGE, I' OFF WALL
NOT INTO STUCCO)
\ \ 1-1/8' TEXTURED FINISH a
/WOOD, 1/2' TEXTURED
\ J FINISH m CMU
/ 2x6 SUB -BAND W/1'x4' NOTCH
END, WRAPPED IN PEEL 4 STICK
® VAT I QN METAL FASCIA WRAP V OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
®FLAN A
1/8' TEXTURED
FINISH • WOOD,
1/2• TEXTURED
PINISH • CMU
METAL LATH
WRB LAYER 01,
STUCCO WRAP(PRAME ONLY)
WRB LAYER •2, FORTIFIBER
BUILDING PAPER
(FRAME ONLY)
ROOFMG CEMENT
EDGE
. KICK OUT
PRE-ENG'D TRUSS TO BE CUT m
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCABBED TO TRUSS
W/12d NAILS 6'-8'
O.C. MAX.
2x SUB -BAND WA'x4'
NOTCH * END
AL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL ® WALL
3e
x
x x x `n
x x x x 3�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 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 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 x x
x x x
SUB BAND DETAIL ® WALL
W /KICK —OUT
iME OR CMU
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN, Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/P4'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
ROOF CEMENT m
ROOF EDGE
OMITTED FOR
CLARITY
4ME OR CMU
.L KICK -OUT FLASHING
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY. FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/Il 'x4' NOTCH A
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
144i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-8078
FAX: 407-7744078
www.abdatigngroup.corn
AA #: 0003326
I� a
ST;7HDIV. & I.oT
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
1LODEL•
4EAB
"1672-ARIA"
GARAGE 3'TWI TG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
150 MPH EXP. B
I
8/16/18b 1/4"=l'-0"T A �? HV
EXTEND
SLAB 1 1/2"
111 i
IL
3 — — — — — — — — — FM-12X18
FM•12X72
4" CONC.
SLAB NI
I
�
F �I
ul
I
§
i4
io
4:31/2
F-24X24
CL
2'-6"
9'-6"
I I'
0
FM-12X18
/
I
„ I
I
I rt
I.
Im
�00
i TOPOF
Et
1" PVC CHASE
FOR ELEC. ®
SLAB I
I'
ISLAND
W I.
71
I
I
I
is
, 9'-0" •�
19'-0" I
'v
I
I 4" PVC
EXTEND
CHASE
E- BLAB, 12
TE-1
— —
I
4" CONC.
SLAB
+ 51/2
I r T'' 5 I
I
o
a �—' ,., I
p
4
I
a a.
o
g:�
TOP OF
1T-8" 2'-8"
18'-0"
`v 6
SLAB
I
I7
O EXTEND
t,t
2 SLAB 1 1/2"
FM-12X18
to
Ir
4" CONIC
l
lax
6"
`O SLAB
3.-4.6" I I I
IOa
-�-7 1 Y2
FMC-12X18 FMC-12X18
FM-12X18
to 1
L FM_12X/8
— — — — — — — — —
—1•
FM-12X12
11 t7 (
2'4- 16'-U' 1-0-4'-4• 2'-D„ 2'-6" 8'-6"
8'-4" „'-0"
38'-8"
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE
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.
8. 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.
11.EIINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #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", #6 -36"), 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 (FOP 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.530.131ASCE 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: Pm
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 j OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 681 EDITION
SLAB SCHEDULE
SLAB
THICKNESS
I REINF.
REMARKS
BXS W1AxWIAOVER
GENERAL
3 1!2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
FM-12x18
12"
CONTINUOUS
18"
-
(2) #5's
(+)0'-0"
FMC-12x18
12"
CONTINUOUS
18"
-
s
951N CURB
VARIES
F-24x24
24"
24"
12"
a
's
(+)0"-8"
FM-12x12
12"
CONTINUOUS
12"
-
(2) #5's
-
(-)0'-4-
TE-1
8"
SEE PLAN
S.
1) obs
#5 IN CURB
-0'-0"
L"I N. RONALD REAGAN BLVD.
LONG WOOD, FL 327W
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
L AA #: 0003325 J
0
b
4
-0
8LJHDm & L,OT:
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MODEL"
4EAB
"1672-ARIA"
GARAGE SVfMO:
LEFT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
911
iL
A ABOUCHACRA
DFUNT -I
w 8/16/18
SCALE: 1/4"=1'—O"
SiIEET
sl
30"
MIN. EACH WAY
MONOLITHIC FOOTING
}
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
a CELL SEE PLAN FOR SIZE AND
5 a
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
. ��°—
m SPACING REQUIREMENTS
¢
q
m
° o_
+�. '�-I---�'_-� r._
GARAGE DOOR
q W
<
U
��
w
I
I
�W�c
RECESS
�S
EL
a
°
cc U) 6" CMU WALL
O
8" CMU WALL
, CORNER BARS, SAME SIZE AS BAR
I
w w
8'
0
O
b
0'-0"
° .I IN FOUNDATION WITH 30" LEG EACH
W =
y
0'-0'
° TOP OF SLAB
"-
TOP OF SLAB
+e WAY AT ALL CHANGES IN DIRECTIONS
I °I SO THAT THE STEEL REINF. IS CONTINUOUS
°
MATCH AMOUNT OF CONTINUOUS BARS
' °
;k CURBFOR
SEE SLAB SCHEDULE
BAR SIZE 46 BAR DIA.
EXT. PORCH SLAB 4" CHAMFER (I -STORY)
°
N3 18"
g
EXT. PORCH SLAB
(-1 VARIES
° —$-
BEE SLAB SCHEDULE TOP OF GARAGE
4" CHAMFER (1-STORY)
,_ I _I
CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
N MASONRY
UNITS SET
7p, AT ELEV:
W/ I' ISOLATION 6"CHAMFER (2STORY
JOINT(WHERE •° a • ° !4 24"
W/1/2"ISOLATION
_ �° 8" CHAMFER(2STORY)
"
APPLICABLE) Z SEE SCHEDULE M5 30"
JOINT (WHERE
APPLICABLE) Z
• ' • EE SCHEDULE
°
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY 4
AND BAR QUANTITY
NUMBER OF BARS (1•. 2 TO 3, PROVIDE 2 BARS), LINO
��EXTERIOR MONO -FOOTING
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
i SCALE: 3/4"=1'-0"
2
SCALE: 3/4".1'-0"
as GARAGE
CORNER BARS DETAIL
DOOR OPENING
3
4
3/4".i'-0"
SCALE: 3/4".1'-0"
SCALE:
LAP TOP PLATE A MIN. OF 48"
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
AND NAIL W/ 16d COMMON
VERIFY HEIGHT
NAILS, 2-ROWS, 4" O/C BTM. GHT
NAILS, 2-ROWS, 4" O/C BTM.
HEIGHT
VERIFY HEIEI
LAP TO OCCUR OVER STUD OF WALL PLAN
LAP TO OCCUR OVER STUD
OF WALL PLAN
W
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP
2x40R 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
PROVIDE BLOCKING
w . I
No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/
PLANS FOR SPACING. SINGLE
> N NEW REINF. BAR
SPACING. SINGLE BTM. PLATE
1/Z'x9" WEDGE ANCHOR W/T
BTM. PLATE TO BE PT.
O IL SECURED W/ 2- PART
TO BE PT, PROVIDE DBL. TOP
WASHER SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE
SECURE BT. PLATE TO
¢
a g I EPDXY. MIN. EMBED
PLATE
EPDXY S-1/2" EMBED. MIN. @ 16" OC
SLAB W/10d MASONRY
Q 8", UNO
USP SPTH4 OR SPTHB BTM MAX.
NAIL 16" O/C STAGGERED.
p FOLLOW ALL MANF.
AND TOP PLATE ANCHORS W/
2 ¢ SPECIFICATIONS FOR
N q
10d x 1 1 /2" COMMON NAILS
3 1/2" DIAMETER CONC.
FILLED STEEL PIPE'
a 6x6 METAL PLATE
= m USE AND
H PREPARATION OF
Lu S HOLE.
FILL ALL HOLES, DO NOT USE
10d z 3" w
2 SEE SLAB SCHEDULE
Q
w
0C SEE SLAB SCHEDULE
Q
BASE W/ 1/2'x6"
O O},-0'-0"
- "
ANCHOR BOLTS
P�Q
TOP OF SLAB - _� .
TOP OF SLAB
4" CHAMFER (1STORY)
° �•' a°.
' N�— �-
roe
ol, i
6"CHAMFER (2-STORY)
a
L
°
EQ. EQ. SEE SCHEDULE
EQ. EQ, EE SCHEDULE
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
ADDING BAR TO
INTERIOR CURB FOUNDATION WOOD WALL
INTERIOR CURB
FOUNDATION WOOD WALL
5 BOLLARD _
O MONOLITHIC FOUNDATION
SCALE:34"=1'-0" (W� UPLIFT)
SCALE:3/4".1'-0
(NO UPLIFT)
3DALE.34=,-0
LAP TOP PLATE A MIN. OF 46"
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
LAP TO OCCUR OVER STUD OF WALL PLAN
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
Z
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT. SECURE BT. PLATE TO
SLAB W/10d MASONRY NAIL
0-
PROVIDE DBL. TOP PLATE
16" 0/C STAGGERED.
2
q W
mV
a.
20 fn
8" CMU WALL
Z
- V
' POURED LINTEL CONT. (TYP.)
�'
- TOP OF SLAB
6" CMU FILLED CELL (TYP.)
-to''
SEE SLAB SCHEDULE
°
I
2X WALL FRAMING
�- 0•-0^
SEE SLAB SCHEDULE
1/2" DIA. USP 725OSD BOLTS 8'
ItITOP OF SLAB 4'
Z
m
MINIMUM EMBEDMENT INTO
"ISOLATED" COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
CENTERED UNDER WALL AND
16" O.C. VERTICALLY MAX
_� a POURED MONOLITHICALLY WITH
<
- - FOUNDATION AND SLAB
SEE SCHEDULE
SEE SCHEDULE
FOR WxD, BAR SIZE
•
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
INTERIOR FOUNDATION WOOD WALL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRG WALL TO
(NO UPLIFT)
10
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
SCALE: 3/4".P-0"
SCALE: 3/4".1'-0"
L"l N. RONALD REAGAN BLV
LONG WOOD, FL 32750
PH: 407-7748078
FAX: 407-7744078
www.a bdealgngroup.00m
L AA M: 0003325
a
0
C
a
9UBDIV. ee LOT:
SILVERADO
LOT #2
BLK. #11
PROJECT+
04128.001-02111
MODEL
4EAB
"1672- ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
%150 MPH EXP. B
POW A- ABOU"CRA
LVARNO93M ,
DATE. 8/18/18
SCALE: 1/4"=1'-0"
SHEET
s1.1A
DOWEL PLAN
SCALE: 1/4" = 1'-0"
144i N. RONALD REAGAN 81
LONGWOOD, FL 32750
PH: 407-774-8078
FAX 407-7744078
www.abdosigngroup.com
AA 8: 0003326
a
a
0
a
BUDDIV. & LOT
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MOD=-
4EAB
"1672-ARIA"
GARAGE BWIHG:
LEFT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
DAPS 8/16/18
BCALE: 1/4"=1'-0"
SHEET
s1.2
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
TIE VERTICAL REBAR
TO HORIZONTAL Z
REBAR HOOK
GROUTED BONG BEAM
VARIES PER ELEV. .-
fV
`I
� a
5
p
CLEAN OUT REQUIRED
tL
FOR INSPECTION
1Ir
Ir
0'-0" FIN. F-R.
TIE ERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
BAR SIZE 48 BAR DIA
cc >I'
m U
#3 18"
94 24"
#5 30"
#6 36"
#7 42"
HORIZONTAUVERTICAL
REINFORCING
&_
SCALE: 3/4".1
[a
ME
-m---m--
■m®---m-■
=-----
immmmamm
mum
Immimmm
' !fWkWA
-=
■--m--
•
OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA.
METHOD
HORIZONTAUVERTICAL
REINFORCING
2
4 VARIES PER ELEV.
#5BARS
E4
1,
T i0
CMU UNIT DIMENSIONS
a ARE NOMINAL SIZES
O MASONRY SYMBOLS
3 SCALE: 3/4"=1'-0"
1441 N. RONALD REAGAN SLVD.
LONGWOOD,FL32760
PH: 407.774.6078
FAX 407-7744078
www.abdosigngrmou.com
AA #: 0003325
Ell
9uaDIv. at LOT
SILVERADO
LOT #2
BLK. #11
PROJECT*
04128.001-02111
MODEL
4EAB
"1672-ARIA"
GARAGE BVnNG:
LEFT
PAGE:
DETAILS
150 MPH EXP. B
'Iu
A-
N
DA 8/16/18
8CALE: 1/4"=1'-0"
BFIEET
S1. 2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP DTC W/ (13) 1Od x 1 1/2" HDG NAILS.
SMALL JACKS < 9 MAY BE NAILED W/ (1O)d x 1 1/2" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 1Od 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 BE GALVANIZED.
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").
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 WITH 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 V.0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE 8
DESCRIPTION
REMARK
7Q
(2) 2X8
BEAM SCHEDULE
INDICATES OPENING BELOW / T,O.B. -TOP OF SEAM/ 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
rc (psi)
SIZE
E,
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
(1) #5
N/A
GROUTED 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
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
SAFPL
OAD
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
BU8
SM00 I
6F72ap
SFI60B
F2sWj
apriae
�i32.W
TYPE
LENGTH
BLre
BFB
RCMU
TYPE
LENGTH
W&IT
w2r
OF12-IT
amm
"Fill -IT
wwr7
eFxo-1T
vm.2T
*144T
w262r
W MIT
evnrr
P32-IT
wnzr
Y- 42") PRECAST
(
2231
3,,g" (42') PRECAST
III
1025
1024
1598
3'd' (42') PRECAST
16"
2e66
3ap4
4304
eap3
8132
7ap1
1616
leap
304
4384
U83
e132
Tom
4'4r (48') PRECAST
1966
V-D' (481 PRECAST
766
783
1"
ATO (4a) PRECAST
1383
2306
3000
Nis
4670
8328
6m0
1.
2306
SON
81/6
40M
5326
WM
4'41 (1i4') PRECAST
150
4'-6' (64') PRECAST
692
591
1073
4'4Y (64') PRECAST
12N
200
2707
33M
4043
4711
sm
12P
2D40
2t07
33M
4DU
4771
1370
94- (649 PRECAST
1217
94- (64') PRECAST
411
411
745
94' (64-) PRECAST
1ms
ink
22M
me
3210
31181
4622
1016
171s
22M
213e
3M
3161
4812
9-10' (70') PRECAST
1002
9-10 (>07 PRECAST
340
339
818
9-10" (70') PRECAST
t617
Map
j 3101al
3120
4133
171
1e171
2080
26ap
3107
362D
41M
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507
721
49D
96' (78) PRECAST
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136
/407m,
,
mil
3251
3712-
1407
I1ap
2321
1 27ap
1 3211
3712
T-B' (S0-) PRECAST
743
T-0' (WI PRECAST
424
634
363
T41' (BO') PRECAST
717
t
amd
zaaj
2w
RT
1226
1624
20ffi
1 2421
1 2W
3228
94' (112-) PRECAST
554
94- (112'T PRECAST
328
512
230
94' (112-) PRECAST
Bill
lap
1131.
147I
181W
2167
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al
an
1318
180
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194P (125-) PRECAST
471
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264
401
180
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671
me
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1451
1
2011
no
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1472
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2a48
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( 1
312
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(38ry PRECAST
260
462
164
tt'4' (73B') PRECAST
474
604
DOD
1ap7
127
151
1713
404
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I
1372
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218T
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337
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244
402
137
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470
469
724
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1
/lap
470
no
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13Mm
18W
181 ,
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217
324
110
13'4' (1B0� PRECAST
ne
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ap7
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eM
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428
400
Map
11M
14110
iaqm
1857n
14'0 (16n PRECAST
279
14'0 (16n PRECAST
206
293
1D0
14'4Y (168-) PRECAST
apt
368
724
M.
1
1220
410
426
n7
1013
,
10112.
1107
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284
91
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241
334
306
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sap
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1
151
nit
4734
784' (784' PRESTRESSED
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11 (184") PRESTRESSED
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250
83
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810
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me
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102
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740
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1914" (232) PRESTRESSED
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194' (W) PRESTRESSED
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146
52
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341
420
447
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841
21'4" (2 n PRESTRESSED
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125
42
21'4' (269) PRESTRESSED
142
204
SIR
ap3
410
142
137
n2
IW
373
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07
379
72t
462
M1,227
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2Y-0' (264' PRE6TRES8ED
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ns
Sap
m3
sap
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24'-0' (288') PRESTRESSED
N.R
91
33
24'-0' (2981 PRESTRESSED
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721
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gas
2n
ale
a4z
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all
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Sap
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I092
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(#) 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 TABLED BY CASTCRETE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #:16-0126.03
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LIFT BEAM PLAN
SCALE: 1/4". 1'-0"
1441 N. RONALD REAGAN BLVD.
LONOYWOOD,FL3276O
PH: 407.774$078
FAX: 407.7744076
www.abdesigngroup.com
AA N: 0003326
af
0
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A
SUSDIV. All L,OT:
SILVERADO
LOT #2
BLK. #11
PROJECT3j1
04128.001-02111
1lODEI4
SEAS
"1672-ARIA"
41Al2A(3F. awuac:
LEFT
PAGE:
LIFT BEAM
PLAN AND
NOTES
150 MPH EXP. B
8/16/18
9H8.E'T
s2
NOTES TO THE INSPECTOR/CONTRACTOR fflz
TYR 8'W 1#5
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
\,\ PLACE STEEL HEIGHT.
OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
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'ki8" io
^
P' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAMCOURSE
#5 CORNER BAR W/ 30" LAP FOR EACH
O / OF BOND EAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
COURSE OF BOND BEAM
/ 1#5
REINFORCING FORTHEBOTTOM BOND BEAM S TO BE CONTINUOUS THROUGH THE
/ TOP OF THE LINTEL. e„
6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.
VERTICAL REBAR W/ 10" HOOK
,� P05�FTG B DBL. BOND TOP OF
BARBOND BEAM
EACHCOURSE
QP BEAM W/ (i) #5:0'1—.—P—.NlNA.
a 8x8 BOND BEAM T �P O
4 W/(1)#5 BAR .y BOND BEAM
30" TYPICAL
�CQ\r
F. FILLED W/GROUT
.�\AO U UNFILLED GROUT SOLID FROM P
.jl\� NOMINAL LINTEL TO TOP OF BOND
BEAM COURSE
WIDTH # OF #5'S, IN E BOND BEAM#5
BAR IN BOND BEAM
SEE
A 6-1 `T/ 1 M/ B LINTEL W/AS 95 BARR CONCRETE
NOMINAL LENGTH OF BAR. W DTH OF MASONRY
CORNER
9 Q HEIGHT # OF #5'8, TOP OPENING-2 "
BONDBEAMCOURSE OR BEAM DESIGNATION
REINFORCING OF BOND BEAM
IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM Bv8PRE-CAST CONCRETE SCALE:3/4"=1'-0
THAT XFXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL 0-1) REFER
SCALE: 3/4"=1'-0"
AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP
OF OPENING
PRECAST HEADER(MIN)
SINGLE BOND BEAM
2x4 (MIN 2 X 3) 1-3/16
AT HIGHER ELEVATION
TAPCON OR DRIVE PIN (MIN
SIZZEA 45 MIN
WINDOW
SIZE .300 MIN EMBEDMENSHANK
T 1
SINGLE BOND BEAM
1/4") 8" FROM EACH END AND
AT LOWER ELEVATION
1 B" O.C. MAX. MIN 1.14'
EMBEDMENT
95 BAR BENT
AS SHOWN
PRE -CAST <8 1
2z8 (MIN 2 X 3) 2.3/18 TAPCON
OR DRIVE PIN (MN SHANK
WINDOW
SIZE.145 MIN HEAD SIZE.300
SILL
MIN EMBEDMENT 1 I/4") 8"
SLOPE
FROM EACH END AND 19'
N 1-1/4"
EMBEDMENT
0
2x8 (MIN 2 X 3) 2.3/18
TAPCON VE PIN N
OPEN FACE SHELL SO
SHANK SIZE.ID 51 MIN HEAD
AS TO ALLOW BENT
SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING
BAR TO BE PLACED IN
1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/
UPPER A LOWER#5 MIN. REQUIRED IN
18" O.C. MAX. MIN i-1/4" MIN. 2-12d PER BLK. EA. END
BOND BEAM
EACH CELL HOOKED IN
EMBEDMENT
TOP BOND BEAM W/
7/18" OSB SHEATHING
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
CMU WALL
SILL CONSTRUCTION
CORNER BARS
ARCHWAY FRAMING DETAIL
AT CORNER STEP
5 SCALE: 3/4".,•-0"
3
SCALE: 3/4"=1'-0"
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
SINGLE #5 CORNER i
G
BAR, 30x30 TURNED UP
pD P O (
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
I
II u
8x8 CMU PIER
PROVIDE k5 BAR
W/ SINGLE OR DOUBLE REINF. SARIS),
AT EACH SIDE
SEE PLAN.
(( /
STEEL REINF. OF OF ELEVATION
ENSURE THAT PIER GROUTS BENEATH
BOND. BEAM CHANGE
LINTEL
CHANGE IN
ELEVATION OF BOND BEAM
0
SCALE: 3/4"=1'-0"
SINGLE LINTEL, MULTIPLE OPENINGS
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32760
PH:407.7748078
FAX: 407-7744078
www.abdoeigngroup.00m
L AA lf: 0003325
b
0
C
F
9VHDIV. & I.OT:
SILVERADO
LOT #2
BLK. #11
PILOJECT#
04128.001-02111
MODEL
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
%150 MPH EXP. B
o4y1D A ABOUCHACPA
R
% No 93723
DATE: 8/16/18
BCAIX: 1/4"=1'-0"
BI"IEET
S2.1A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP OTC W/ (13) 10d x 1 1/2" HDG NAILS.
SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 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 WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
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").
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 WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 PBS36, .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.
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE
FABRICATED W/ A 2x8 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 TRUSSTO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
1-PLY
G: 2032 LBS
U:-1280 LBS
2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE
NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON
NAILS & SECURE TO BM, W/ USP HLPTA75 USED TO
BRACE TOP OF WALL.
FRAMING PLAN
SCALE: 1/4" -1'-0"
1-PLY
G: 496 LBS
U:-145LBS
1-PLY
G: 671 LBS
U: -317 LBS
1-PLY
G: 677 LBS
U:-390 LBS
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32780
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA ik 0003326
y
Ia
a
Y
0
C
a
8tmDIV. Z LAT
SILVERADO
LOT #2
BILK. #11
PROJECT#
04 28.001-02111
MODELi
4EAB
"1672—ARIA"
GARAGE BVFMG:
LEFT
PAGE:
FRAMING
PLAN
%150 MPH EXP. B
go
Dpmrr
A 8/is/18
9CAIX: 1/4"=1'-0"
a T
ICJ 3
A-USP DTC TRUSS ANCHOR
S-(1) USP DTHA20 TRUSS ANCHOR (1 PLY)
WITH (18) 1 Od x 1 1 /T TO TRUSS
C- (2) USP TA20R TRUSS ANCHORS (2 OR
MORE PLY) WITH (10) 1 Od x 1 1/T NAILS TO
TRUSS.PROVIDE 5" MINIMUM CONCRETE
EMBEDMENT. DEL STRAP, 1 EACH SIDE
WRAPS UP AND OVER TRUSS (NOT SHOWN)
x WOOD FASCIA SEE
ARCHITECTURAL 2x6
IECURED W/ (2)16d
9ALV. COMMON NAILS-
X2 SECURED W/ 10d
1ALV. COMMON NAILS
T O/C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
ENGINEERED WOOD
TRUSSES @ 24" O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT =1825 LBS (1 STRAP) (1 OR MORE PLY)
B ALLOWABLE UPLIFT . 2430 LBS (1 STRAP) (1 PLY)
C ALLOWABLE UPLIFT. 2410 LBS (2 STRAPS) (2 OR MORE PLY)
1 a 1 b 1 c TYPICAL TRUSS/ 4'.,'-0"
GIRDER CONNECTOR(S)
3/4. T & G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG FLOOR TRUSS
SM" GYPSUM BOARD OR 1/2' HIGH
STRENGTH CLG, BOARD
SECURE TRUSS TO TOP PLATE w/ (2)
18d TOENAILS
DOUBLE TOP PLATE
ENGINEERED WOOD —
TRUSSES @ 24" O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
(2) USP TA20R TRUSS —
ANCHOR WITH (16)10d
x 1 1 /2" NAILS TO
TRUSS. PROVIDE 5"
MINIMUM CONCRETE
EMBEDMENT. DBL
STRAP, 1 EACH SIDE
WRAPS UP AND OVER
TRUSS (NOT SHOWN)
USED IN CONJUNCTION
WITH HEAVY UPLIFT
CONNECTOR
2x WOOD FASCIA SEE
ARCHITECTURAL 2X6
SECURED W/ (2) 16d
GALV, COMMON NAILS.
1X2 SECURED W/ 10d
GALV. COMMON NAILS
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
(A) USP RFUS STEEL CONNECTOR WITH
(4) 3/4"x6" WEDGE BOLTS AND
(12) WS3 SCREWS
(B) USP USC" WITH (2) 3/*W" WEDGE
ANCHORS AND (8) 16d NAILS
(C) USP USC" WITH (4) 3/4'x6" WEDGE
ANCHORS AND (8)18d NAILS
IF 4 BOLTS ARE USED
ENSURE THAT CELLS ARE GROUTED
SOLID, 8" EACH WAY OF BOLTS
12 A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS)
B ALLOWABLE UPLIFT = 10223 LBS (2 WEDGE BOLTS)
C ALLOWABLE UPLIFT =12543 LBS (4 WEDGE BOLTS)
�2a�2b2cTYPICAL ROOF AL :34".1'0
GIRDER CONNECTOR(S)
LJ I I L [U UMUUC
W/ I Odx1 /2 HPG CCMMON NAILS.
@ EACH END TOTAL OF 10
FLOOR
GIRDER
iTT4 W/ 5/8" A.B. WITH
AIN. 7" EMBEDMENT
TO SLAB & (20)16d x
2X4 OR 2x6 WOOD BEARING
2-1/2' NAILS TO POST.,
WALL W/ SYP No 2 STUDS SEE
POST TO SIT DIRECTLY
PLANS FOR SPACING. SINGLE
ON SLAB
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
c<
1/2" GYP. WL. BD.
-
a
=�
POST CONNECTIONS
5GIRDER/WOOD
4 FLOOR TRUSS CONNECTION @ L.B.W.
SCALE: 3/4".V-6" (NO UPLIFT)
DEPTH 1/4"D
—HOLE EDGE >&V'
—HOLE DIAMETER
< 2/5"D SGL. STUD
OUTER 1/3 OF
SPAN ONLY
PLATE
STUD NOTCHING
AND BORING LIMITS
8 SCALE: 1 1/2"=1'-0"
EDGE >61&'
HOLE DIAMETER
< 3/5"D DBL. STUD
A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 34"° USP WEDGE-SOLT, 5" MIN.
EMBED (20) 16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232
B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"" USP WEDGE -BOLT, 5" MIN.
EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232
C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4-USP WEDGE -BOLT, 5" MIN.
EMBED (36) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#i 7232
D - USP THDH28-2 G <4800 LBS, U <2650 LBS W/ (4) 3/4"" USP WEDGE -BOLT, S' MIN.
EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232
E - USP THDH28-3 G <4800 LBS, U <2650 LBS W/ (4) 34°USP WEDGE -BOLT, 5" MIN.
EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232
WOOD LEDGER
9 ATTACHMENT DETAIL
SCALE: 3/4".1'-0"
6'-O" MAX
SEE PLAN
FOR LOCATION
# 1175 UPLIFT USP
HTWM20 W/101Od TO
TRUSS AND (4) 114" x 21/4"
TAPCONS TO CONT
POURED LINTEL
# I9W UPLIFT (2) USP
HTWM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/1010d TO
TRUSS AND (4) 1/4" x 21/4"
TAPCONS TO CONT
POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TAP CONS MIN. T
COVER 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
3 SCALE: 3/4".V-0"
DIAGONAL
L CHORD
LING, SEE
N FOR LOCATION
'NOT BE
MIRED
CHORD OF
)D ROOF TRUSSES
1 X4 BTM. CHORD J -END WALL OR OTHER
BRACING 0-D" O/C END TYPE CONDITION, IF
MAX., SECURED W/ DEPICTED SEE PLAN
(2) 10d COMMON
NAILS AT EACH
CHORD
INTERSECTION 6 BTM. CHORD BRACING
SCALE: 3/4"=1'-0"
5'EDGE
CENTRAL
SPACING
SPACING
SEE
SEE
SCHEDUL
SCHEDULE AMIN LAN
SEE SCHEDULE FOR BOLT SIZE
SEE LEDGER SCHEDULE Q
5 1/2" MIN. EMBED. (TYP)
1. ENSURE THAT EXP. BOLTS ARE PLACED INTO
GROUTED CELLS, S" ALL AROUND BOLT.
2. END OF FRONT AND REAR LEDGER SHOULD
Z
LAP A MIN OF 4'-0".
°D
3. ALL BOLTS TO HAVE WASHERS
4. EXP. BOLTS SHOULD NOT BE ANY CLOSER
Z
THAN 6"O/C.
°D
5. IN LIEU OF HILTI PAPS, 1/4" DIA. x T MASONRY
SCREWS (TAPCONS) MAY BE USED, SAME
(2) PT
SPACING REQUIREMENT.
LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
6EDGESPAGING
CENTRALSPACSIG
A
DOUBLE 2x8
112'
8" O/C
16" O/C
B
DOUBLE 2x8
3/4"
B" O/C
24" O/C
C
DOUBLE 2X10
1/2"
8" WC
16" O/C
D
DOUBLE 2x10
3/4"
8" O/C
24" O/C
E
DOUBLE 2X10
3/4"
6" O/C
16" O/C
F
DOUBLE 202
3/4"
6"
10 WOOD LEDGER DETAIL
SCALE: 3/4"-V-0'
(2) 2X4 No.2 SYP DIAG. -
BRACE W/ (3)12d @ EA.
TRUSS(DIAG. BRACE TO
COVER 5 TRUSSES)
0'-0" TO 30'-0" (1) "X" BRACE
30'-1"TO 60'-0 (3)'0C BRACE
(1)"X" BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY
FROM CENTER TO END.
2x WOOD FASCIA, -
SEE ARCHITECTURAL
PRE-ENG GABLE TRUSS
STIFFBACK (AS PER
TRUSS ENG)
SEE SCHEDULE FOR
BOND BEAM REQ.
2X4 BLOCKING BETWEEN
TRUSSES WHERE
X43RACING IS PRESENT AT
4'-0" O.C. (AT SHEATHING
SEAMS)
SECURE 2x8 PT. PLATE
TO BLK W/ I17 DIA.
ANCHOR BOLT W/ T
WASHER SET IN HIGH
STRENGTH EPDXY6"
MIN. EMBED. AT 32" OC
MAX.
SECURE GABLE TO 2X8
P.T. PLATE W/ 12d's 8"
O.C. MAX
CONT. 2X4 SECURED W/
(2) 1 Od'B @ EACH TRUSS
TO BE INSTALLED @
10'-0" O.C. MAX.
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCALE: 3/4".1'0
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
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
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
SUBJECT TO F7 AND F2 FORCES.
S1 � ALTERNATE MATERIALS
SCALE: 3/4".1'-0"
1441 N. RONALD REAGAN BL
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-774,4078
www.abdeslgngtoup.oDm
L AA #: 0003325
y�
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03
4
a
SVHDI& LOT: V
SILVER ADO
LOT #2
BLK. #ll
PROJECT*
04128.001-02111
1gODEL:
4EAB
"1672—ARIA"
GARAGE 811MG:
LEFT
PAGE:
DETAILS
150 MPH EXP. B
DpjNT
A IM 8/16/18
SCALE: 1/4"=1'-0"
SHEET
S3.1A
FLOOR DECK
2x6 PT TERMINATION2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" °x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY 10'-0" BUT REFER TO
TRUSS ENGINEERING
2x4 STRONGBACK,
FLOOR BRACING
1 SCALE: 3/4".1'-0'
USP LFTAS W/
(16) 8d COMMON NAILS 2x STUDS,1/4*
USP LFTA6 W/ (16) 8d EACH END
COMMON NAILS, EACH FL#17244
END EVERY STUD OR ON
EACH END OF BUNDLE"
"
OF STUDS
PLYWOOD FLOOR
SHEATHING
USP SPTH4/SPTH6 BTM.
PLATE STRAPS W/ 10d x 1
GIRDERTRUSS R TRUSS R 1/2"HDQ NAILS FL#17239
WALL / FLOOR FRAMING,
rf TRUSS PARALLEL TO WALL
G
DBL PT 2x6 BLII BETWEEN
TRUSSES W/ 10d @ 3" O.C. 1ST PLY
INTO LEDGER AND 10d @ 3" O.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8" CMU WALL
REINF PER PLAN
PER ELEVATION
o
w
PEP VATION
1X2 FIRESTOP
NI
#8 WOOD SCREWS
x 2" LONG @ 3" O.C.;
STAGGERED OFF
CENTERLINE OFF 2x6; NI
"
/q"
#T-F
NAILING PATTERN
ENGINEERED WOOD
R TRUSSES (SEE
2ING PLAN)
SEE SCHEDULE
SECTION DETAIL
AT TRUSSES BEARING
(_,_"�ON EXTERIOR WALL
SCALE: 3/4".V-0"
98 WOOD SCREWS x 2"
LONG @ 3" O.C.;
STAGGERED 111
AS SHOWN
. DBL 2X8 LEDGER Ijlut
TO CMU W/ 1/2"EXP. BOLT
8" CMU WALL AT 16" O.C. AND 8" FROM NI
REINF PER PLAN END W/MIN 5•i/2' EMBED.
FLOOR DECK
pER ELEVAT N I�
LL
00NAILING PATTERN
cc
PER L VATI
. MPRE-ENGINEERED WOOD
2x4 P.T. CEILING FLOOR TRUSSES (SEE
NAILER WJ FRAMING PLAN)
MASONRY NAILS
@ 12" O.C.
iX2 FIRE -STOP SECTION DETAIL
AT TRUSSES PARALLEL
TO EXTERIOR WALL
SCALE: 3/4"-VV'
2x STUDS PER PLANS
2x STUDS PER PLANS
DBL PT 2X6 BLK'NG BETWEEN
TRUSSES W/ 10d @ 3" O.C. 1ST PLY
FLOOR DECK
2x4 CONT. W/ (8)16d NAILS
INTO LEDGER AND 10d@ 3" O.C.
#8 WOOD SCREWS
NOTE:
@ TOP OF FLR TRUSS
STAGGERED UPPER PLY INTO
x 2" LONG @ 3" O.C.; NI
2x4 BLOCKING @ EA. BRACE.
TOENAIL INTO TRUSS (4)
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS BT.
BELOW
STAGGERED OFF
NAILS ENNDD
E
MUST NOT BREAK WITHIN
PLATE OF 2ND FLR)
CENTERLINE OFF 2x6;
3/4" AS SHOWN
2z4 BRACE @ 48" D.C. w/ (5)12d
V-4" MIN. FROM 2ND. FLR.
FLOOR DECK
NAILS @ EA. END
LINE
2x6 CONT. W/ (8) 16d NAILS
DBL 2X8 LEDGER
TO CMU W/ i/2" EXP. BOLT Oil
8d RING SHANK NAILS @ 4" O.C. MAX
@ 8T, OF FLOOR TRUSS
(BT. 2X6 IS FOR WALL
6"CMU WALL
REINF PER PLAN
AT 16" O.C. AND 8" FROM
INTO BLOCKING
SHEATHING NAILER)
END W/ MIN 5-1/2" EMBED.
16d NAILS @ 8" O.C. MAX
IX2 FIRE -STOP
PER ELEVATION
FLOOR DEC /q»
PER ELEVATION PER ELEVATION
0 3�'
N �x
NAILING PATTERN
U
K mW
PER ELEVATION N
41 PER ELEVATION PER ELEVATION
F7FRAMING
2x4 P.T. CEILING
2q" M PRE-ENGINEERED WOOD
GINEERED WOOD
NAILER W/
FLOOR TRUSSES (SEE
TRUSSES (SEE
FRAMING PLAN)
PRE-ENGINEERED WOOD
PLAN)
MASONRY NAILS
@ 12 O.D.
FLOOR TRUSSES (SEE
SEE SCHEDULE FOR SEE SCHEDULE FORHTA16
@ EVERY
REPAIR DETAIL IF
FRAMING PLAN)
BOND BEAM RED. BOND BEAM REQ.USS
(VERIFY W/
1X2 FIRE -STOP
LEDGER INSTALLED TOO LOW
USP HTAI6@32
TRUSS PLAN)
MAX.
FL#17680
AT TRUSSES PARALLEL
(VERIFYW/TRUSS
SECTION DETAIL
TO EXTERIOR WALL
PLAN) FL#17680
AT PARALLEL /PERPENDICULAR
5
SCALE:3/4"-V-0
PRE-ENG FLOOR TRUSSES
NOT USED
6
�7
PRE -ENO GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL.
PRE-ENG
AT FIRST TWO BAYS 4'-0" O.C. (AT
O PRE-ENG'D WOOD
SEE SCHED. BELOW
ROOF TRUSS
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP) @ 24" O.C.
NOT SHOWN FOR CLARITY)
MAX
I 1
f�\\l
E E EVATO N
1
FOR STRAPPING
VERIFY
PRE-ENG ROOF TRUSS
SECURE2x PT. PLATE TO SLK
W/TRUSS PLAN
TRUSS TO TOP PLATE
5/8" GYPSUM BOARD OR 1/2' HIGH
W/ 1/2" DIA. ANCHOR BOLT W/T
A - USP MTW-12 U <1195 LBS
STRENGTH CLG, BOARD
4z4/4z8 SYP N0.2
WASHER SET IN HIGH
_
W/ (14) 10d GALV. COMMON
SECURE TRUSS TO TOP PLATE W (2)
WOOD POST TO
L
STRENGTH EPDXY 6" MIN.
NAILS,
16d TOENAILS
SLAB. SEE
EMBED. AT 32" OC MAX.
B - (2)USP MTW42 U <2390
DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE TO 2x8 P.T.
LBS W/ (14) 10d GALV.
BELOW FOR
PLATE W/ 12d's 8" O.C. MAX
COMMON NAILS EA.
2x4 OR 2X6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
CONNECTION
FL#17239
PLANS FOR SPACING. SINGLE
CONC. POURED
BTMPLATE TO BE PT.
LINTEL COURSE
PROVI.DE DBL. TOP PLATE
.
PROVIDE BLOCKING
o.
USP SPTH4 OR SPTHS BTM
1/2" GYP. WL. BD.
AND TOP PLATE ANCHORS W/
SECURE BT. PLATE TO SLAB W/
CONT. 2x4 SECURED W/ (2)10d's @
EACH
10d x 1 1/2" COMMON NAILS
FILL ALL HOLES, DO NOT USE
10dx3"
1IZW' WEDGE ANCHOR W/ 2"
WASHER SET IN HIGH STRENGTH
TRUSS/WOOD POST CONNECTIONS
TRUSS TO BE INSTALLED @ 10-0" O.C. MAX.
EPDXY 5-1/2" EMBED. MIN. @ 16"
i
t Oa 10b 1 O�'i
OC MAX.
SCALE: 3/4".1'4'
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
8
as a
TRUSS TO POST CONNECTION
SCALE: 3/4".V-0"
A -USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244
• #
B - USP HT W-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244
C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV.
COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d
COMMON NAILS BACK, (1) "/ A.T.R. TO PHD4A AND (10) WS3 WOOD
TRUSS
CONNECTION @ L.B.W.
SCREWS TO POST FL#17240/FL#172419
9a gb
POST TO SLAB CONNECTION
SCALE: 3/4"-V-0"
A&B - USP PAU44 POST BASE <1.1:2,285 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239
USP PAU46 POST BASE <U:2,265 G:13,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239
C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB
& (20) 16d x 2-112" NAILS TO POST. FL#17324
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.ab dfesigngroup.com
AA 0003325
M
W
U
�v8aiv as LOT:
SILVERADO
LOT #2
BLK" #11
PROJECT*
04128.00 -02111
mo 1.
4EAB
"1672-ARIA"
GARAGE SWMCF:
LEFT
PAGE:
DETAILS
150 MPH EXP. B
01
DATE:
8/16/18
SCALE: 1/4"=1'-0"
SiIEET
s3.1B
VTT SPACING (1) AT EACH END
VTT AND 6'-0" O.C. MAX.
\, 11�1�1111
Iilllllll
\
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IL
o
SIDE VIEW
PRE-ENGINEERED
VALLEY TRUSS CONNECTION
1 SCALE: N.T.S.
144i N. RONALD REAGAN BL
LONG WOOD, FL 32750
PH:407.774-6078
FAX: 407-7744078
www.abdealgngroup.00m
AA SF. 0003325
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0
a
Smwrv. as L.OT
IIII
SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MODEL•
4EAB
"1672-ARIA"
GARAGE SWi2JG:
LEFT
PAGE:
DETAILS
150 MPH EXP. B
AA
NO
DRINT
A E: 8/16/18
SCALE: 1/4"=1'-0"
SHEET
S3.1C
1
is
—LE END
NIP ROOF
ROOF WIND DESIGN PRESSURES
NET (GROSS) 10
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: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT, 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF USE MIN 7116"
O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES AND 8d RING SHANK GUN NAILS
AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS @ 4" O.C. EDGEWISE 2X4
BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE
END.
ROOF/ WALU FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. CIA.
SHANK
TENSILE STR.
SHANK
Sd
RING SHANK,
2 1/2"
0.120"
170,000
118- 0 RINGS
SCREW SHANK
PER INCH)
8d
SCREW SHANK
21/2"
0.120"
PNEUMATIC
SCREW -NAILS
1. NAIL SIZE PER ASTM FI664
2. INTERNATIONAL STAPE, NAIL & TOOL
ASSOCIATION (ISANTA) ESR-1539
EXTERIOR SHEATHING
USE 1/2" COX OR 7/16" O.S.B. PLY WITH Sd 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 6" O.C. AT INTERMEDIATE SUPPORTS
OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL.
8d RING SHANK GUN NAILS @ 4" 0,13.
TOP & BOTTOM EDGES
J
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O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TRUSS
rna auoerulMr -��
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
CBd RING SHANK GUN NAILS
(IDS"O.C. IN FIELD
VP. EXT. S ATHI G ATTACHMENT OR ROOF SHEATHING (O.S.B.
TO BE STRUCTURAL GRADE
C8d RING SHANK GUN NAILS @ 12" O.C. IN
FIELD or Sd x 2 112" SCREW SHANK
PNEUMATIC SCREW -NAILS @ i T' 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 ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE Mr..
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
WOOD:
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
PROVIDE 6%ALR EMRALfED CONCRETE EXPOSED TOEARTH OR WEATHER
NON -BEARING 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, 6th EDITION
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED y/'.
ALL WOOD FOR BEAMS, BEARING 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. Pb. 1100 PSI AND A MODULUS OF
FOR STRUCTURAL CONCRETE, ACI 5-13 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE LINDER ALL S ABS044WLNO WHERE INDICATED ON
. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL
L MEMBERS
COLD -FORMED STEEL STRUCTURAL MEMBEflS 2071, ASCE 7.10 AND AISC SPECIFICATIONS
DRAWINGS. SHAMS LAPPED BINCHES AND SEALED WITH ADHESIVE TAPE.
PRESSURE TREATED.
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES
RE A
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
FORM -WORK:
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 WITH ACI 347,
All DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN IW 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 PBCR 2017, 6th 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 STRUCTURAL.DEPENDING
PROVIDE SOLID 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 a2.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER BUILDING
IS COMPLETE. IT IS THE CONTRACTORS 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.
WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI
WOOD TRUSSES:
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE
SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY.
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
REQUIREMENTS AND BLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS,
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
REINFORCING STEEL:
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
REBAR SHALL BE ASTM A616 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND
DESIGN LOADS:
SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL
FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA SCSI 1'
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pal
SUBJECT TO ENGINEERS REVIEW.
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
20 pel TOP CHORD -non-concurrent
TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 26" B6 BAR - 39"
WOOD TRUSSES.
10 pat BTM CHORD -non-ooncurrarrt
R5 BAR - 30" F7 BAR - 42"
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
FOR ADDITIONAL INFORMATION.
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
DEAD LOAD DEAD LOAD
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASSA-1982.
15 pat TOP CHORD 20 pat TOP CHORD
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
(7 pat w/ ASPHALT SHINGLES) (10 Pat w/ No GYPCRETE)
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
10 pat BTM CHORD 5 Pat STM CHORD
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
DEAD LOAD TO RESIST WIND UPLIFT: I Opal
WALL.
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
BALCONY LIVE LOAD 60 pal
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL
WIND: DEAD LOAD SPEED.I50 MPH 3- SECOND GUST
INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE.
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
(ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IQ
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
SHOP DRAWING REVIEW:
WITHOUT THE APPROVAL OF THE ENGINEER.
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
SHOP DRAWINGS WILL REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
MASONRY_
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
"SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR
LICENSED PROFESSIONAL ENGINEER.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON-
TRACT DOCUMENTS ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
PROVIDED BY THE TRUSS ENGINEER.
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SIJPERCTHOSE
THE ENGINEER
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE V. . 1500 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT
IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT.
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ALL TRUSS TO TRUSS CONNECTIONS.
ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
FOUNDATION/ SITE PREPARATION"
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8"
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL SEARING PRESSURE OF 2,000 pal,
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY
TO CONSOLIDATE GROUT.FOOTING
WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE
OF AT LEAST 96%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN
TYPE'M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
LATEST CATALOG,
ACCORDANCE WITH ASTM 0.1557. TREAT ALL SOIL FOR TERMITE PROTECTION.
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER
CELLS TO BE FILLED.
TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS
FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN
REINFORCING.
CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION
REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
CONCRETE:
STRUCTURAL STEEL:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERMITE SUB,
A36, Fy . 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B,
Fy. 46 kN. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy . 35 Mal. TUBE AND PIPE
CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL
NOT EXCEED 5' H- PRIOR TO THE ADDITION OF R ASRCIZER
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR
MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMEBTAM'BJ
WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED
TO THE MIX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES,
IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN
90 MINUTES, THE CONCRETE MALL 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 SHALL BE AS FOLLOWS:
A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNCATIONS):
B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER
MIT FOR05 AND SMALLER
2' FOR #8 AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3/4' FOR SLABS, WALLS AND JOISTS
1412" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLIGTION
8�
TYPE
aPACINO
REMARKS
APPLICATION
EQE
rvn
SPACING
REMARKS
t PTNAPMO TO
CASE HARDENED COIL
IOC
GARAGEDO OLCK
SEE DETAIL
BEE DETAL
BEE DETAIL
BEE DETAIL
MAHONAYICON:.
NAILI III LONG,
TO MASONIYIWNC.
SOD, AL E DOORS
CASE HARDENED CON.
YOO
WWDOWIDOORI FASTENES
GARAGE DOOR EUCK
SEE DETAIL
SEE DETAIL
SEE DETAIL
SEE DETAILto
Pi. SEE NOTE.
NAIL I —LONG.
STAGGERED
INTO NASONIYMANC.
TO MASONRYICONC.
WNVDOW BLCK
CAGE IARDENEDCOL
Jac
W.00Wl—FASTENED
METAL STRAP TO
CONTACT THIS ENGINEER FOR SPACING
u PT, SEE NOTE.
NAIL t III LONG.
STAGGERED
IWO WSONRYMANC.
MASONRY I CONE.
REQUIREMENTS
Exi.BWaxiOWR
IN'°
'TAK—
tICA:
I III EMBED, P END.
NONSEARING WOOD
E%PANSpN A'EMBED. A•END
PA OG
BUCK 2. PT, SEE NOTE a
NOWASHER
PARTNER
DIET, I- EDGE DIST.
WALITODONC. EIA9
WI WASHER BOLT DIST., 3'EDGE OISi.
z. PT WINDOW BUCK 3a°PAFaz IA° 'OC A• END. DIST, IIII
U.iWI
PTTOSTEEL COL., SEE
WASHER STAGGERED EDGE DIET.
NOTES
NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPEGFlED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND
2. MEMBERS ARE SECURED W/ TAPGONS OR PAP TO THE SUBSTRATE.
1441 N. RONALD REAGAN BLVD.
LONGWOOD,FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdealgngroup.com
AA M: 0003325 J
MISSION
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SILVERADO
LOT #2
BLK. #11
PROJECT#
04128.001-02111
MODEL'
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
150 MPH EXP. B
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