HomeMy WebLinkAbout6573 Wagon Trail Stc-
STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
I PLAN REVIEW I
111. , .; M1111
;9 1(o) 7 2 —A R IN
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN
CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING CODE, RESIDENTIAL,
AST
ABOVE
LAY.
LAVATORY
5TH EDITION (2014)
A/C
MR CONDITIONING
LUM.
LUMINOUS
-ALL LOCAL AND STATE
CODES
AW.
ALT.
ADIUSTABLE
ALTERNATE
N.C.
Mm
MEDICINE CABINET
MANUFACTURER
AMP.
AVERAGE
MIN.
MINIMUM
OCCUPANCY
- RESIDENTIAL, GROUP R3
BD.
BOARD
MTD.
MOUNTED
CONSTRUCTION TYPE
- VB
CL
CAB.
CUM LINE
CABINET
MTL
N.T S.
MAL
NOT TO SCALE
INTERIOR FINISH
- CIASS B
CID.
CEILING
ox�
ON CENTER
:MIN.
BASIC WIND SPEED
- Vult=150 MPH
CIR
CLEAR
PL
PROPERTY LINE
CONC
CONCRETE
RB
PUSH HUTTON
Vasd=116 MPH
CPT''
CARPET
PH.'
PHONE
- B
C.T
CERAMIC TILE
PIT.
PLATE
:EXPOSURE
I -STORY RESIDENCE
-
D.
DRYER
PLYWD
PLYWOOD
-2-STORY RESIDENCE
- Mg. HEIGHT AS PER LOCAL
DBL
D.G.
DOUBLE
GOAL GLAZED
Pt
P.T.
PAM
PRESSURE TREATED
AND STATE CODES
DIA.
DUMM
R.
RISEN
DIM.
DIVERSION
RAD.
RADIUS
DISP
DISPOSAL
RXG
RMW AIR GRILL
DF
DEEP
REP
REFRIGERATOR
DR
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
ED.
ROUGH OPENING
DTL
DETAIL
S * D.
SMOKE D912CTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
EWA.
EACH
ELEVATION
SHT.
sm .
SHEET
MUTMG
SQ.FT.
CALC.'S
EQ.
EXH.
EQUAL
mIAUSr
SHER
Sim.
SHOWER
So"
-
w '
EMOR
SL
SLEDING
L1v1W,
16,12 50� FT.
F.G./FX
Fm GLASS
SL GL
SLIDING GLASS
GARAGE
432 $a FT.
F.G.
FUEL GAS
SFD
STANDARD
EWRY
38 FT
FIN,
FINISH
SWS
SEW WALL
LANAI
S6 SQ. FT
FIR
FLUOR.
FLOOR
FLUORESCENT
SC
SECTION
SOLED CORE
TOTAL
2238
FR DIL
FRENCH DOOR
TEO
TEMPERED GLASS
5,2.77.
FIG.
FOOTING
THK.
THICK
GA.
GAUGE
T.0 C
TOP OF CURB
GAR
GARAGE
T.O:i
TOP OF PLATE
GAR DIV.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.i.
GROUND -FAULT CIRCUIT
TYP
TYPICAL
INTERRUPTER
UX0.
UNLESS NOTED
CL
GLASS
OTHERWISE
GYP BD.
GYPSUM BOARD
V.P
VAPOR PROOF
H.B.
HOSE BID
W.
TASHER
H.C.
BOUGIE CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HOT. OR HT
HEIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER BEATER
INT.
INMOR
W.I.
WROUGHT ]RON
a
REVISIONS
REV. I DATE DESCRIPTION
%J-L V40RK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
SHEET #
REVIEW DATE 7
CITY OF ZEPHYRHILLS
PLAN EXAMINER 6�
k4o
f S7'
t? 5
:Dg- 0*
INDEX OF DRAWINGS
DESCRIPTION
PG CI -COVER PACE
PG GN-GENERAL NOTES
PG I -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG IB-IINTEL SCHEDULE
PG I B.I-IINTEL LOADS
PG 2 -FLOOR PLAN
PG 3D-ELEVATION V
PG 4D-FRAMING PLAN ELEVATION "D"
PG 41-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG DI -FOUNDATION DETAIIS/SECTIONS
PG D2-MISC. DETAILS
PG D3-1-STORY WAU SECTIONS & NOTES
PG D4-2-STORY WALL SECTIONS
PG D5_MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG WAI _WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
PG W-WALL ASSEMBLY DETAILS
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX- 407-774-4078
www.abdosigngroup.com
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1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BIJIILDING CODE, RESIDENTIAL (FBCR), PH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS R3Dl.5 (PSF)
1. SLEEPING ROOMS 30
11. ATTICS W/ STORAGE 20
111. ATTICS WIOUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301 A 16 (PSF)
C. ROOF LIVE LOADS R301.6
1. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
11. CONCRETIETILES 25 (TCDL 15 & BCDL 10)
E. MIND LOAD CRITERIA
1. BASIC WIND SPEED VULT-150 MPH, VASD-116 MPH
It, EXPOSURE CATEGORY 8
111. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS ±0.18
V. RISK CATEGORY if
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAJNST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPA14CIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WR17TEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE NTH 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 ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
GAMGES AND CARPOM
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 148 INCHES THICK,
OR 20-MINLRE FIRE -RATED DOORS AND MUST BE EQUIPPED Wl A SELF -CLOSING DEVICE PER R302,5.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) R302.52 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 I - MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE 140 OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) 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/WNCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE,
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPITHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS RAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3�- O"BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
'11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11,
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402,2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 2W.
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED NTH ADHESIVE TAPE.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 1 ACI 530 1 ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE"N" TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F�n = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-02, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUr IT SHALL NOT BE LESS THAN Y4 INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R60711
FOR MORTAR JOINT THCKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING
8. MASONRY WALLS SHALL BE LAID IN A RUNNING B014D PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER NAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6X 6' - WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TOASTM A185. LAP
SIDES AND ENDS A MIMMUM OF 12". LOCATE WWF 2FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3-
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #5, W31 OR D31 AND SMALLER 7
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROLM:
1. #11 AND SMALLER '/4w
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11W
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1 . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITLTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
LINATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI-1-07)
1. ENGINEERED WOOD CONSTRUCTION GUDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, LINO.
Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LLkMBER SMALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBGR, STH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CU`MNG OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16'OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN IWON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 518' COX PLYWOOD. 6/r COX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10, FLOOR SHEATHING SHALL BE APA RATED %"SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16'OSB EXPOSURE-1 OR 1/2"CDX PLYWOOD SHEATHING,
12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #Z
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE 'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE VATH SECTION R302.12. OF THE FBCR 5TH EDITION (20il).
PLUMBING
I . SANITARY LINES SHALL BE OF CAST )RON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CP'VC OR UPONOR PEX"K (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM '/4' PVC (SCHEDULE 40), INSULATED "TH'/v AMAFLEX
4 SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5 ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6 No VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8 FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
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 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVEMNISS
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
I . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FA13RIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112* THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la &
ASTM-C1063-12a.
3. LATH& ACCESORIES PER ASTM-1-1063-11A &R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITEDTO:
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-CIO63 - 1 1A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
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. FBCR R302.7.
CONTROL DATE:
6
G r am I n
ousO.2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX- 407-7744078
www.abdosigngroup.com
AA #: 0003325 J
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FLOOR ELEVATIONS AT REQUIRED Er.RESS DOOR SWALL
MEET PROVISION Or R3113.1 Or T14E F5CR STH EDITION (2014)
A K C H I T E C T $'I
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LONGWOOD, FL 32750
PH: 407-774-6078
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L— 2 L— 2
L— 3
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----— — — — — — — — L—i---------
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LINTEL SCHEDULE
NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM
ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF
EQUIVALENT OR GREATER CAPACITY THAN TWE VALUES STATED
CAS�RETI� LINTEL SCHEDULE6
LINTEL
NO.
LENGTI {
tYPE
COMMENTS
L I
11'-4'
8F28•�/IT
L 2
'I'-b'
8FI6-IB/R
L 3
12'-0'
BFIb-IB/IT
L 4
9'-4'
8FI6-ffi/iT
L 5
l'-b'
8F24-1B/R
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Design
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41 N. RONALD REAGAN BLVD.
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LINTEL
SCHEDULE
150 MPH EXP. B
DA11/09/17
SI3>CM'1'
SAFE LOAD T,45LES
FOR GRAVITY, UPLIr-T 4 LATERAL LOADS
a' FRECAST 4 PRESTRESSED U-LINTEL&
(ifRAVITT'
LENGTH TYPE
131.18
-
.
-
eFewtB
SF12 -15
SFIr. -IS
OF20-15
SF24-113
OF28-IB
SF32 -115
2'-10'(34') PRECAST
2302
316(o
4413
60311
1526
S004
10412
llIB36
3166
4413
60313
1526
S004
10412
IM36
3'-(o' (42') PRECAST
2302
3138
331-1
468S
60011
1315
8630
5S41
' 3166
4413
_603S
152r.
13004
10412
IIS36
4 -0'(46*) PRECAST
202S
2325
2456,
3461
4430
5410
6384
1358
r-2.46
4413
603S
152r,
W04
10412
HS36
11S-
4'-(b'(54') PRECAST
1(251
Mal
IZ13
2651
3403
414B
4S56
P-44
S644
K.3
2110
4021
(.03S
152r,
W04
10412
Sr,&S
5'-4' (ro4')PRECA5T
1184
1223
1301
IWS
2311
2826
3336
3046
19,65
288S
5051
60S(o
5400
(.424
4 P.
1450
, S
5'-10'(10') PRECAST
S12
1000
105S
1414
ISDS
2304
2121
3131
1455
24r.4
4144
5456
4431
52W
6122
PRECAST
1255
2101
32r.3
214r.
3358
3511
4585
r 1255
2101
S3S&
5260
1134
SSS5
6650
'1'-(o' (SV)PRECAST
Irol
102S
1615
2385
ISS4
243S
2806
3333
102S
1615
2610
3835
55S6
(.613
5041
lb'-4' (112') PRECAST
632
10413
146S
1210
1482
1154
2021
1&$
1212
11518
2544
346S
4030
3121
PRECAST
456
482
802
1125
SIB
1122
1328
1535
-658
19>25
1514
20SI
2114
3130
2404
1]'-4' (136') PRECAST
44
Bea
535
1365
1854
2355_
IIS5
2015
5W
S35
1365
16154
2441
31B5
4044
l2'-0'(I44*) PRECAST
414
545
864
1254
168-3
2014
1510
Ibis
555
864
1254
I&W
2211
2832
35SO
I3'-4'(Irb0') PRECAST
362
421
12(0
102a
1331
1635
1224
1418
=--747-
joir
0
1438
1855
2-143
2520
PRECAST
336
381
646
SIS
IIW
1462
1061
1260
_&rb
455
100
1003
1335
1114
2153
76
PRESTRESSED
NR.
NR
NR
NR
NR
NR
NR
NR
465
'165
1310
2045
2610
3185
31b5
PRESTRESSED
NR,
NR
NR
NR
NR
NR
NR
NR
420
(.55
12SO
1855
2310
28150
3410
II'-4'(205')F1RE5TREr;,5ED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
S50
1400
IWO
2200
2600
IS'-4'(232') PRESTRESSED
N,R,
NR
NR
NR
NR
NR
NR
NR
240
400
150
IOW
1400
1120
29>30
2l'-4'(25W)PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
103
330
610
1540
1340
IIW
1 2110
22'-0'(2io4')PRESTRESSEDj
N.R.
NR
NR
NR
MR
NR
KIR
INR
&0
L
BlO
sic
12SO
16,60
ISIO
24'-011'288') PRE5TRESSEDj
N.R,
-
R
1 IF
NR
NR
NR
NR
-7-
R
-IN3 0
1 240
410
120
1 1030
1 1350
1610
MATEIRIAL5
1. r'c precast lintel& - 3500 pal.
2. F'c prestressed lintels . (0000 pal.
3. F'c grout z 3000 psi w/ maximum 3/a' aggregate.
4. Concrete masonrg units (CMU) per ASTM CSO wl
minimum net area compressive strength - 11300 psi.
5. Relbar provided in precast lintel per ASTM A&15 GIR&O.
Field rebar per ASTM A&15 GR40 or GFVoO.
io. Prestressing strand per ASTIM A416 grace
210 low relaxation.
-1. 1/32 wire per ASTM A510.
8. Mortar per ASTM C270 t�pe M or S.
8' PRECAST 4 PRESTRESSED U-LINTEL5
"ICAW-44"M
Uf=L
I FT
LAT AL
TYPE
LENGTH
SF8-"
BIFO-2
'2_"
F37
�F*-2T
- I
31-20-2
1
-
BF28-27
-
OF32.2T
.....
2'-10'(34') PRECAST
2-121 12518
4101
5332
'5r 3
a
lei]
W5B
2021
2021
2121
64
3WI
5 1 SO
I
le'30
8861
(42') PRECAST
2165T2211
�21
6
f
32&0
jl!�.4
4231
521
&204
IIS2
1251
125-1
rb 5
5
2215
3165
4125
59ni
5
r,061
1036
4'-0'(48') PRECAST
is -lei
198A
2632
3&SO
4532
5381
624S,
IB36
ISIS
IS25 .2150
3583
4422
52r,4
6110
41-ibl (54') PRECAST
'-& b 0
_11's2
2BOI
3251
4010
4161
5525
121
12'1
1660
1105
2435
3111
3SI3
46B8
5406
5'-4' (64")PRECAST
IBS3-
1484
2110
2141
3315
4010
0'0
505
505
-13S3
-
1431
2050
2610
32S3
e2O
31B20
415
_�5_
5'-10'(10') PRECAST
1212-
1351
IS30
2505
3094
_B
366B
4241
416
418
-721-2
1315
1815
2441
3010
3563
'E",
N
4151
ro'401(la') PRECAST
1141,
1200
1133
22SO
21613
32W
3 2
3812
'101
081
1141
1182
1684
21S2
2103
3211b
r
3132
-11'-ro' (SO')PRECAST
55e,
S12
1415
1514
2354
21131
2
3240
65-1
SW
102S
1466
IWl
2351
21SI
3245
'B'-4' (112') PRECAST
sol-
ro 12
sw
l2bo'S
1560
1852
2144
630
Sol
1%
IIS2
1550
ISIO
2211
- 1454
2,,34
10'4o'(12W) PRECAST
it(&-
4W
IS3
1021
1261
14S&
1131
3 JC>
4133
lir,
611
103S
13813
1111
2034
2358
ll'-4* (136') PRECAST
±661
43S
&56
See
1104
. 130S_
1515
694.
B35
S05
12S5
15BS
IS%&
-7e,_
12'-0'(144') PRECAST
601-
400
1 631
016
1001
1 Its&
1312
340
4cJ4
631
486
ale
12M
ir,14
Mee
2086
IV-4'(160') PRECAST
BOO-
340
532
686
841
591
1153
302
3sa
-
513
40S
(.82
1004
13(
ol
)&31
-7,31-
87
l4'-0'(IroV) PRECAST
458.
Big'
4W
635
Me
S22
1065
261o,
U001
548
318
6,213
S22
1254
1561
lairb
PRESTRESSED
243
2S5
459
5SI
-124
B51
SSO
N.R.
135'71
243
352
582
852
115r,
14SI
1142
15'-4'(184') PRESTRESSED
226
21a
430
553
elil
eel
S25
NR,
321
22b
321b
B42
lei
1012
38,
--;-lg
IT-4' (20W)PRESTRIESSED
IL38
23ro
361
464
5,61
9,10
114
NR.
255
185
219,
4415
lb4S_
8-14
1121
13SIZ
1S'-4' (232') PRESTRESSED
165
201
313
401
4SO
BIB
661
N.R.
204
165
2315
383
550
136
S40
1160
21'-4' (25&')PRESTRIESSED
14B
IS&
2-15
35ro
433
512
5W
N.R.
112
142
212
33r,
411
635
e717
S3
22'- 0'(264') PRESTRESSED
1411
SO
343
418
4W
561e
"I
=
7216
OB
322
451
601
ill
S41
7_
."
24'-0'(258') PRESTRESSE
1 1
'21
4127ba
*5
244
1 312
1 3W
441
55
124
IS&
ar�
2W
1 40S
1 53S
1
-REDUCE VALUE BY 25% FOR C.RADE 40 FIELD REBAR
a' PRECAST W1 2* RECE56 DOOR U-LINTEL6
GRAVIT'�'
LENGTH TYPE
4'-4' (52') PRECAST
14"'
15el
IS21
3053
3412
2SS2
4W2
31554
6412
4S2S
IS41
5W4
S416
(.880
IOS18
4'-(o' (54') PRECAST
n5i
144S
2182
2114
.]2
3600
44SI
5315
6264
1102
3412
4S82
r.412
2
IS41
S41r.
10810
5'-B' (68')PRECAST
S32
1602
1550
2058
256r,
301S
3505
1851
1153
1 162
49>14
6412
b5*
5S14
r,83S
1,15
1500
144e
11324
2400
2816
3352
1103
2051
3811
6412
6516
5450
6411
ro'-V (80')PRECAST
822
Wl
1611
2S33
2516
a223
3S1_2___
4522
Wl
troll
21B33
4100
6130
sill
6101
I'-ro* (W') PRECAST
161
1311
2252
IS58
2451
2S44
343S
66,5
-76-4
131-1
23215
360S
54,32
1 69>24
5132
c
5'-S' 016') PRECAST
1 311
420
a34
101,31
1342
1 1614
lear,
535
1 528
12573
e .1
7_
1 11
1 2618
1 3555
-
1 2815
6' PRECAST LU/ 2' RECESS DOOR U-LINTELS
ICAW-44M
Uf=L IFT
LATERAL
LENGTH TYPE
effe-IT
SWIC-IT
6FFI4-IT
SWO-IT
2-IT
8M2-ITj8ffl'2&-ITjeww-rr,
8W-&-2Tj$WI0-2T
OW14-2T
SWIS.2T
mw22-2r
22 _2'r
OW26-27
SW30-21
SRIjr.
swr.
4'-4' (52') PRECAST
1244
1513
2413
32(PO
4112
4112
4S&l
5825
W2
S32
1244
1515
233S
3110
4008
4 0 a
R
'
41350
5r.Sr,
4'-ro' (54') PRECAST
1152
1501
2311
3121
3WI
3,3 1
4154.
5511
853
IIS2
1455
2240
303&
'.3'
383-1
4
464.1
5453
$53
S24-
1112
1 IIS5
2423
.300,
3005
360S
4325
S24
1132
1141
2351
2515
3
3&03
4230
PRECAST
Ser,
1138
1142
2352
2S65
3581
41W
4r.-j
8156
IOSS
Ir,%O
2288
20SI
314SI141
46S
116
W2
1513
2042
2513
3101
36,42
830
1100
lie
%6
1468
isal
250S
3035
35&3
-I'-(o* (150') PRECAST
bee
6JI
1325
1610
22W
2-153
3221
-
, & OWS
84S
1302
1162
2225
2row
31BI
PREC45T
B33.
433
We
1 1123
1 1413
1104
IST15
533
1 Sal
lok-A
I 13ros
1 1-128
20"
1411
-REDUCE VALUE BY 5% FOR CiRADE 40 FIELD REBAR
S REBAR AT TOP
MIN (1) REQ'D
CLEAR
TYPE 1)E61r3N,4T1QN
F - FILLED WITW GROUT / U - UNFILLED
LU
2
r_.M�U.
QUANTITY OF S REBAR AT
150TTOM OF LINTEL CAVITY
L
GROUT
-IS REBAR AT BOTTOM
OF LINTEL CAVITY
NOMINAL LUIDTI4 QUANTITY OF S
NOMINAL WEI(SWT-1 REBAR AT TOP
50TTOM REINFORCING
PROVIDED IN LINTEL
11-5/8'ACTUA
1_1 (VARIES)
GENESAL NOTES
1. Provide full mortar head and bed joints.
2, Shore Filled lintele, as required.
3. Installation of lintel must compl� with the architectural andlor structural drawings.
4. Lintele, are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintel& meet or exceed 1-1360 vertical deflection, except lintele, ll'-4' and
longer with a nominal height of 8' meet or exceed L/180.
ro. Bottom field added rebar to be located at the bottom of the lintel cavltg.
1. -1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage.
a, Cast -in -place concrete mag be provided in composite lintel In lieu of concrete masonrs units.
13. Safe load ratings based on rational design anal�sls per ACI 316 and ACI 530
5AF-E LO,4[) TABLE NOTE5
1, All values based on minimum 4' bearing. Exception: Safe load& For unfilled
lintels must be reduced ln� 20% If bearing length is less than ro-112*.
Safe loads for all recessed lintels based on 6' nominal bearing.
2. N.R. - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified,
4. Safe loads based on grade 40 or grade 60 field rebar.
r;,. Additional lateral load capacltg can be obtained lc� the designer bg providing
addlonal reinforced masonrg above the precast lintel.
(P. One *1 rebar mag be substituted for two 615 rebars in 5' lintel$ onig.
I. The designer mag evaluate concentrated loade, from the safe load tables bg
calculating the maximum resisting moment and shear at cl-awag from the face of support.
a. For composite lintel heights not shown, use safe load From next lower height.
S, All safe loads in unite, or pounds per linear foot.
A R C N I T I C T 2-1
G r ZDe'
ous0t..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-W78
FAX: 4107-7744078
www.abdesigngroup.com
AA M 0003325
W
I BUBDTV. as LOT,
SILVERADO
LOT 28
BLK 6
raoizow
04128.000-02861
wonxma
4EAB
1672-ARIA"
GARAGM 91TfWG.*
RIGHT
PAGIM
SAFE LOAD
TABLES
150 MPH EXP. BJ
F-PRDIT
DATM 11/09/17
11111CA1.0 1/4"=l'-O"
1B. I.;
op
COWONENr AND CLADDN0
WND LOADS
SAW WND BMINE FOR 3 SEDOND
GLISM
OpEom
amm
ZME
ISDIONWID"
ROM
AND TIPE
FOOTAGE
MIN. WINDOW
IV
5
25/-33
CRITERIA
EXTERIOR SWIW,
]a
5
24/-31
DR. MIN, CRITERIA
S.G.D. MIN.
41
5
23/-2'3
CRITERIA
1
Irpolo O.H.D.
1 112
5
20.4/-22.1
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICENT = 0.18 BLDG. CAT,=II,
EXP.=B, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2
TO MEET TESTED ALLOWABLE OR NOMINAL WIND
LOAD VALUES FROM THE PRODUCT MMUFACTURER.
COMMOL DATE 07/0051
;2'-0' 2 a'
S'- 4' 11-11,
EGRESS
I
ALL -------------
101
Ll
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-5" CLG,
OWNER'S
SUIT
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n'- 2'
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CODE
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8'-S'CLG.
_!�AP
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306a W/
3r.'XIO' TRANS.
m BDRM.,f
M.T.
W-a* CLG.
y
(2) 3052 - SH
W-O'Cl-G.
E&R EW
— — — — — — — — — — — — — — — — — — —
0'
4 L
II-011 28
2 -4"
FLOOR PLAN
NOTE�
-2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
FRONT DOOR ASSEMBLY TO BE THEWA-TRU FIBERGLASS DOOR W1
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EOUIPPED W1 SELF -CLOSING DEVICE (R302.5.1) F5CR 5TW ED� (2014).
SQ.FT. CALCS
LWING *12 SQ. FT.
GARAGE 432 Sa FT
ENTRY 38 50. FT.
LANAI sb Sa FT.
TOTAL 2238 FT.
EXTERIOR MASONRY
WALL BRIG. 14EIGHTS
a,-&, BRS� :j]
TOP
PLATE
(�)BAR DETAIL
SCALS�
ARCH
/iz�\ARCH
F-A III C N I T E C T 8-1
G r aqDesp
ous,. n!
i"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
N
I
F-sumviv. at X.01�11
SILVERADO
LOT 28
BLK 6
PIROJWT#
04128.000-02861
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4EAB
"1672-ARIA"
CIAP.AGZ 0VWC9:
RIGHT
PAGEk
FLOOR
PLAN
150 MPH EXP. B
A It C H I T 0 C T 81
I 8'-S* IBM- HGT.
OFF RIDGE VENT
12 1
zz:�� -
mi
K,
LEELME1011101
0 1
-
INS
CNJL
REAR ELEVATION
TEXTURED FINISH
0'-O'FIN.
OFF RIDGE VENT
ROOF �1�
FYPON
BKTIIXII OR
EQUIVALENT
WRAISED %p�
BAND (TYP.)
J, 0'-O'PIN. FLR. v--o- FIN. FLR.
OFF RIDGE VENT
EQ. EQ.
— ====f — — — — — -- —
IRS
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL PENE67RATION FLASHING AS PER FBCR R103.6.1
- - - - - - - - -- - - - - - ---- - - ---- - - - - - - 11-51 5W.. Hat
-01 1, 'Lli-O.
FIN, FLR.
RIGHT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT
12 OFF RIDGE VENT
a, -a,
2'-
FIN. F
—K -- — — — — — — — — — — — — — — — — 0-0
LEFT ELEVATION
TEXTURED FIN15W
FYPON
5KTIIxIl
OR
EQUIVALEN
DECORAT11
5RACJ<ET
FYPON
LV12X24 OR
LENT
a, -a, EIRa W3
---------------- 41.
! RAISED
9 BAND (TYP.)
COAr-W
LIGHT
AREA OF ATTIC
2235 SQ. FT.
N ET FREE VENTILATION AREA REQUIRED
1/300
REQUIRED VENTILATION AREA
2235 /300
7.45
VEN nLATION AREA X SQ. INCHES PER Fr. (144)
= 1072.8 SQ. IN.
MN. REQUIRED VENTILATION
= .5X 10728
IN UPPER PORT`ION OF ATTIC
536.4 SQ. IN.
OFF RIDGE VENTILATION AREA
115 SQ. IN. PER VENT
536.4/115
TOTAL# OF VENTS REQUIRED
4.66435
TOTAL# OF VENTS PROVIDED
5
'AREA OFATTIC IS THE PERIMITER OFTHE HOUSE, LESSTHE OVERHANG
(E)(TERIOROF WALLTO EXTERIOR OFWALL,
NO OVERHANGS INCULIDED)
I-
2`1Z-o, -�2
ww�LOUVER DETAIL
Sr-ALEi 1/2' - F-0*
1441 N. RONALD REAQAN 'BLVD.
LONGWOOD FL321,J750
PH: 407-7�446078
FAX: 407-774,4078
wwwAbdesigrigroup.mm
AA #-. 0003325
I-Tml
Ll
xnmzv. a xW1071
SILVERADO
LOT 28
BLK 6
]p]mo"wT#
04128.000-02861
MODMU
4EAB
1672-ARIA"
GARAGN SWINCk
RIGHT
PAGIM
REARFRONT
LEFT &
RIGHT ELEV.
"D"
V, 150 MPH EXP. B
1-p
swil/
NCAM 1/4"=l'-O"
%. 3 D -I
DENOTE R,4T KIN i 10' O/C MAX
.. DENOTE 29 STR7W BACK a 0' 02 MAX.
BRACING LEGEND
EXTERIOR GABLE TO BE
® BRACED W/2X4 BLOCKING •
4'-C' O.C. BETWEEN TOP CHORD
4 2X4 SYP -2 X-BRACING.
REFER TO DETAIL 9/D5 FOR
BRACING REQUIREMENTS
FASTEN 2X4 SYP "2 OR SPF
BEVEL CUT TO TRUSS TOP
CHORD W/AOd x 3' NAILS o
V O.G. STAGGERED
NOTE:
REFER TO TRUSS MFR'S SIGNED 4
SEALED DRAWINGS FOR WEB
BRACING LOCATION, SIZE 4
REQUIRED FASTENERS.
HUC410
FRAMING PLAN
CCA 01/14/14
CJI
CJ3
CJ5
A R C N I T L C T t
6
Gam i n
1441 N. RONALD REAOAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-W78
FAX: 407-7744078
www.abdesigngroup.com
AA $: 0003326
F
h
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0
U
0
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4
c
8umm ds LOT.
SILVERADO
LOT 28
BLK 6
PROJna"
04128.000-02861
MODnL:
4EAB
"1672— ARIA"
OARAOn OWING:
RIGHT
PAdn:
FRAMING
PLAN
ELEVATION
11 D"
150 MPH EXP. B
CONNECTOR SCHEDULE I ccNTRoLDATE;oi-os-n_
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
WTA 16-18
1625
(0) bod 1 1/2' I -PLY, (6) 16,1 2-PLY, (USP; (10) 101d X 1 1/2 NO l6d OPTION)
(2) META-16
ISS5
-- --
(2) WTA 16-18
28M
(10) led 1 1/2* ]-PLY, (USP. (10) 106 x 1 1/29
2515
(14) I&CI 2-PLY (USP. NO I&d OPTION)
WETA-16
isle
WTA 1( b
1810
(S) 10cl . 1 1/2' I -PLY, (W I&d 2-PLY USP, (10) led x 1 I/V, NO l6d OPTION
PETA-20
1510
WTA 29)
tole
(S) 10cl x 11/2' I -PLY, (8) I&d 2-PLY USP; (10) 10cl x 1 1/2', 140 l6d OPTION
z
(2)14ETA-20
2030
(2) WTA-20
3230
(10) led x 1 1/2' I -PLY USP: (10) led x 1 1/2'
2500
(12)16d 2-PLY (USP% NO l6d OPTION)
C)
L&T-2
21rV
LUST-2
L-190
CI) - I/A' . 2 114' TITEN, 2 (USP; ELK (5) 1/4' US, WOOD (16) led
V)
DETAL-20
2480
D14TA-20
2430
(18) - 10cl x 1 1/2, 1 PLY
M63T
3kS&5
MUGT
4M
(1) 5/0' A.TJk IN 141GW STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP. (28) led TO WOOD)
W.T-2
10,560
WUGT-2
511w
(2) 3/4'A.TJt IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) l0d TO WOOD (USP: WOOD (8)10d)
HGT-3
10530
HUGT-3
5060
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD (U5P, WOOD (8) loci)
LGT3-SDS2-S
32"
LUGT-3
BS25
(12) 6061/4'x3' TO GIRDER, (4) 3/8'x WTITEN WD TO WALL (USP;C(74C.(4)3/8'XB'LEDC-E50LT,U)000(12)W&2'5�
LTA2
12:0 PARALLEL TO WALL
12 0 PERPENDICULAR TO
WALL
LPTA
1510
'10) led K 1-1/2' (USP: (10) 10�1 . 1 1/2'
VGT
4540
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1-2'- EMBED), (Ir.)-SDS I/4-x3' TO WOOD
(2) VGT
lies
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2)S/6' ATA IN WIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
MTS.12
1000
MTW 12
IlS&
(14) led x 1 1/2' (USP: (14) 10cl x 1 1/21,04) 10d)
PTS-16
1150
WTW 16
1260
(16� led . 1 1/2' (USP: (16) led . 1 1/2', (16) led)
WTO-20
149,0
WTW 20
1530
t24) led x 1 1/2' (USP� (24) led x 1 1/2', (20) 10cl)
WTS-24
1450
WTW 24
1530
(24� led x 1 1/2' (USP� (24) led x 1 1/2', (20) led)
LSTA-12
S25
LSTA t2
We
(10) led usp� (10) led
LSTA-10
1236
LSTA IS
1:235
(14) led usp: (14) Od
MSTA-10
1315
MSTA-18
1310
(14) Od USP; (14) led
V)
MSTA-24
1640
MOTA-24
1640
(18) hod USPI (18) led
OL
MSTA-30
2050
MSTA-30
20651
(22) led Usp; (22) led
<
w
MOTA-36 .4
29*0
MSTA-36
2065
(2( ) led USP, (2( W 10d
MSTI-36
3800
KSTI 2356
3aw
—
(36)104d . 1 1/2' USP; (36) led x 1 1/2'
0
M$TI-48
5065
KTSl 24S
5140
(4W led . 1 1/2' USP; (4a) led x 11/2'
W6
590
LFTA &
1210
(8) Od TO PLATES, (8) 8d TO STUDS (USP-. (16) Od x 1 1/2', 06� 0k;I)
SP4
6116
SPT 4
S45
(6) 1" x 1 1/2' TO STUDS U6P: (b) led x 1 1/2' TO STUDS
A34
3.351
MP 34
380
(4) Scl x 1 1/2' TO BEAM, (4) 86 x 1 1/2' TO POST. UbP: (4) Sal x 1 1/2' TO SEAM, (4) Sol 1 1/2' TO POST.
4-CP2
64S
HHCP 2
see
(12) 10,;1 . 11/2' USPg (10) 10cl x 1 1/2' TO TRUSS, (10) 10cl X 11/2' TO PLATE
WIOA
1140
RT I&A
13W
(16) led x 1 1/2' USP: (S) 10,dX-1-1/2' TO TRII&S, (8) led X 1 1/2' TO PLATE
VGT 4 WOU4
4S40
PWD 4A
521-3
(16)-SDS 1/4'xV TO WOOD, (10)-806 1/4'x2 1/2' W/ THREADED ROD, e2� NUTS/WASHER/2 PLY
USP. 5/6' ATR MIN. 11 EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
VGT 4 wDis
4540
TDX 10
10140
el&)-608 1/4'x3'TO WOOD, (3�-.3/4'STUD BOLTS W1 THREADED ROD, (2) NUTSAIJASHERJ2PLY
USP, 1/0' ATR MIN. I' FMIBED SET IN 14IGH STRENGTH EPDXY,_(4) 1/S_'_THRU-5OLTS
ABU 44Z
22M
6665
PAU 44
2535
6115,
IN HIGH STRENGTH EPDXY, (MIN. I'EMBEDd IN CONC., (12)1&cl TO WOOD USP. SAM AS SIMP50N
ABU &&Z
2300
12000
PAU 66
23W
1 16005
(1) 5/8' A.TR. IN HGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12AC-1 TO WOOD Uap.. SAI-E AS SIMM-ON
LTTIS ...
13,40
LTS IS
1200
(1) 3/4* ATJZ IN HIGH STRENGTH EPDXY, (MINI. 1- EMBED.) IN CONIC, (6)10cl TO WOOD USP, SAME AS SIMPSON
0
m
LTT20M ...
1500
LTS 20B
1105
(1) 1/2'A.T.R. IN HIGH STRENGTH EPDXY, (MK 1'EMISEDd IN CONC., (IOAOd TO WOOD
USP. 3/4'ATR MIN I' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led . 1 1/2', 2-1/2'
L)
z
WTT4
4455
WTT45
4160
(1) S/S'A.T.P- IN HIGH STRENGTH EPDXY (MIN. I- EMBED,) IN CONC, (18) 50-10 X 11/2' WSP, (20) lbol X 2-1/2')
Usp WAS MORE NAIL OPTIONS. (20) led, (20) led . 1-1/2'. (20) I&d x 2 1/2'
<
HTT5
Sow
WTT45
5005
(1) 5/91' ATR� IN HIGH STRENGTH EPDXY (MIN. I' EM5ED,) N CONC., (26) lbd X 2 1/2' (USP: (20) Ibd X 2 -1/2')
USP WAS MORE NAIL OPTIONS: (26) Vd, (20) 10d x 1- 1/2', (20) W d x 2 1/2'
WWDQII-SC>S 2.5.
11,010
UPWO it
143W
(1) 1' ATK IN HIGH STRENGTH EPDXY, (MIN. 10' Et'�.) IN CONC, (24) aDs Yw. 2h, w000 sc-maus wart (24) WS31 Wc= SCREWS)
wDis
TDX 10
10140
(1) 1/0' AS. IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN cow-, (3) 3/4' STuv BOLTS TO WOOD (Usp: (4) 1/9' BOLTS)
V)
MSHA 3. 556/11.25
3415
5330
Kr-M3rxl2U
2�80
1130
SIMPSONg (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIK b1t,' EMBEDMENT) IN CMAJ. TOP, (1) 3/4.
AT.R. IN HIGH STRENGTH EPDXY,,(MIN. 6.190 EMBEDMENT) IN C.MU. FACE, (ISAOd TO BEAM
USP-. (1) 1/2'J-50LT W1 MINIMUM 6 EMBED. 4 NOT LESS THAN 4'FROM EDGE OF: CONr W1 3/4'DIA ITW
RAMSET/RED�-IEAD OYNA BOLT SLEEVE ANCHOR OR Ea W1 MIR 5' EMBED DEPTH INSTALLED IN THE FACE.
(14) led AT JOIST
w
Ld
HUSCA12 (W(�OD)
3635
2660 (FLR)
AUS4121F
3060
2110 (FLR)
j,
(10) 16d TO HEADER, (10) 16d TO WOOD USP; SAME AS SIMPSON
3265, (ROOF)
3 325 (ROOF)
<
W=410 (CMU)
1800
4S20
I
W0410 IF
1300
5000
(18) 1/4'x 2-5/4'71TEN (S PER FLANGE) TO CM, (10) 106 TO WOOD; (USP. (18) 1/4'. 3* WS3 SCREWS, (10) led TO WOOD.
USP (20) 3/16' TAPMR-, (10) led TO WOOD
WUC20-2 (CMU)
low
5OL93
W0210-21F
1305
BOW
(18)1/4'x2-3/4'TITEN(-JF-ERrLAW.E)TOr-MU,(10)10.iTOW00C), (USP:
USP (20) 3/16' TAPMRt (10) led TO WOOD
PUC210�3 (CMU)
1800
bee's
WD210-31F
1305
50"
18� 1/4' 1 2,.1/4* TITEN (S PER FLANGE) TO CM, (10) led TO WOOD, (USP: (18) 1/4' . 31* WS3 SCREWS, (10) ]0d TO WOOD,
USP (20) 31W,' TAPPER-, (W) led TO WOOD
LGUM26-2-606
1430
51ISS
LGLM&-2
2125
rlorE,
(4) 3/8' x 4' TITEN WD ANC*101ft (2 MR FLANGE) TO CMU, (4)1/4' X 2 1/2' $06 SCREWS TO WOOD,
USP (4) 3/8' X 4' WEDGE BOLT-t W53 WCODSCREWS
HIGH STRENGTH EPDXY - SIMPSON 'W EPDXY -TIE'. CONTACT THE ARCWITECT/EN63INEER Or RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS
WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MST BE FILLED SOLID wl GROUT.
: IiDd COMMON NAILS r- BE SUBSTITUTED WITH led . I 1/2'"LS IN CONJUNCTION WITH A 23,96 REDUCTION IN T44E ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR TH15 APPLICATION
RIOR TO 11,16TALLATION.AN
... MINIMUM EMBEDMENT INTO THE TOP Or A BONDISEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
Ld
0
A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF; THE WIDE VARIETY or MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKIW. SURE TWAT THE PROPER CORROSION PROTECTION
IS USED,
WHEN USING STANLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / Ht>-. GALVANIZED CONNECTOR$, USE FASTENERS GALVANIZED PER ASTM-A53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE AFICHITECT/ENGINEER OF: RECORD PRIOR 70 USE.
1
ALL CONNECTOR VALUES ISASEr.> ON SIMPSON U000 CONSTRUCTION CONNECTORS C-C2011', 'HIGH WIND -RESISTANT CONSTRUCTION F-C-WWRC-AGI&, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTOR$ 2011S-2016.
tihAI)hN ZSFAIN UHANT
SINGLE STORY APPLICATION
51ZE
CLEAR SPAN
DBL 2 x r.
UP"�05'-4'
DBL 2 x 5
5'-4' To I'-C'
DBIL 2 x 10
I'-O'TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWNI STAIRS
SIZE
CLEAR SPAN
DEL 2 x &
UP TO 5'-0'
DBL 2 x 8
r2'-O* TO W-4'
DBL 2 x 10
W-4' TO V-0'
D5L 2 x 12
81-01 AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
51-01 TO
81-0.
UN.O.
W-11 1/2'
'I'-Il 1/2,
AND UP_
NUMBER Or HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENIGTW STUDS
2
AT EACH END OF HEADER
1
1
3
2 12
2 'SY P)
Ar., OSB
NAIL (3) 12d 0 61-al Or—
TYP. 2x1L2K.,/HDR.
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-Iro
FLOOR TRUSS TO MA-I-ONRY/CONCRETE SHALL BE HETA-16 AT EACH
ENE) AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
- TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND PANGER5 SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER,
4, REFER TO TRUSS, MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE,AND SIZE Of: ROOF/rLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.0 ON FRAMING PLAN
ro. MIN. 2X4 PIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 0 EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PERAPA REQUIREMENTS.
'T. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
B.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF�
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302J2.
5.REFER TO DETAIL & SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAP5 4
DETAILS.
A I C N I T E C T 1111"I
m I n
G r ZOO..
3's
41 N. RONALD REAGAN BLVID
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407'774-4078
www.abdesigngroup,com
AA 111: 0003325
F-stmDrv. as xo%%'
SILVERADO
LOT 28
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"1672-ARIA"
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RIGHT
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SCHEDULE
150 MPH EXP. B
DATM 11/09/17
scAm- i/4"=1'-0"
4. 1
ELECTRICAL LEGENr>
YMBOL
DEFINITION
NOTES
125V OUTLIET
20 A� &NrLe POLK
I— OUTLET
I— OUTLET
wl
lov OUTLET
=M� I(TAMPIER
1
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up
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LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS To BE VERIFIED 0 WA�)I-TCUNER
PRE-CONSTRILICTION MEETINIG.
ALL RECEPTACLES IN ALL WA51TABLE
ROOMS TO BE ARC FAULT PROTECTED PEr
ELECTRICAL PROVISIONS Or P5CR 5TH
EDITION (20141
20 AMP DEDICATED LAUNDW CIRCUIT.
GF1 0 ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO ISE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO WAVE MIN.
CAPACITY Or 50 Cr-M INTERM17TENT PER
ELECTRICAL PROVISIONS OF SECTION
M5013 FBCRZ��H EDITION (29u!u
LAUNDRY RO RECEPTACLE SHALL ME
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PEMISONNEL ON FEEDERS
WIRING METHOD 844ALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS Or
TftmT li� (2014).
COMPLY WITH ELECTRICAL
PROVISIONS Or THE F5CR 5TW ED (2014).
-----------------
CEILING
MTD. LIGHT
TO BE
INSTALLED,
PROVIDE
-BOX FOR
0PT. FAN
IU,
GFI
4
D MNI� G
0 M
I
PRE -WIRED
CLG PAN I
1 IL I
0
GREAT ROO
SWITCH IN
CABINET—
KITCHE EF
qp
WOOD WIRE W/
OUTLET FOR
FUTURE MICRO. I
13DRM.# -------
�71
PRE-WIRZD�\
CLG PAN
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41
BDRM.#
CLG FAN
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LAUN '--'
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OWNER'S
SUIT
PRE-LUIRED
CLG FAN
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C.
/.,LLARD
AS REQ.
Zuj",LL MOUNTED PER BLDG.
LIGHT W/SWITCI4 IN CODE
ATTIC
KEYLESS
FIXTURE
-1 METER
GF1 51 FIELD
i - VERIFY
OL6, 1.1 LOC.
I (m
IRRIGATION
OUTLET e
48- AFF.
GARAGE
ENICRY
OAcH
LIGHT
ELECTRICAL
PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLJNG WITH HEAT PUMP
� COOR MDV
HOUSE PLAN: MODEL "ARIA'
LOAD INFORMATION
VA
18W SQ " GXNEUL MHWRG X 3 VA PEIt SQ
w.
9 20 AW RT AT 1500 VA
L,�Ry cmm
�Z AT NAIM �W RAMIG OR COORTOP/OVEN
1�
wAT= tm�
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I 10�ROWA�
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��l
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w"
TO�XL NW .� LOAD
26
.5 Tom RRAT PuMr (w/ 5— Z��y HEAT
� � , 2-
&5 TOR cOOLwG Mm 40 � , 0 VA-
- 9600
x= GiImmnAL w"
Wom
E.o,
NET TOT" w�
o600
TOT" w-
CALCULATED LOAD FOR SERVICE
--227AA— VA/240 V- __L&d_AIIW_
-WORST 2 -=� - —� —.0 W�
= POR AIUULA__-
NEUTRAL CALCULATION.
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14283 VA
3000 VA 0 "%, REMAINDER a 35%
NET LOAD: 6,S4S vA
RANGE: 12000 * .10% &,400 VA.
DRYER: 5)WO * -10% 3500 VA
TOTAL 1&)34S VA
NEUTRAL AMPACITY: ]BASS / 240 - IS A
02 AL MINIMUM NEUTRAL CONDUCTOR- I
PROVIDE 3-2/0 CU, THILLIN - AIE, CU IN 2- CONDUIT OR 3
4/0 AL, THWN � 1% CU IN 2' CONDUIT.
(CONDUIT TO TEWINATE ABOVE SOFFIT 0 OVERHIAN3.)
I I
150 AMP ELECTRICAL R15ER
NOT TO SCALE e COMBINATION SERVICE 150 AMP
DISCONNECT SW17CH AND 120/240 VOL
GENERAL NOTES: ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS $WALL NEMA3R ENCLOSURE MLO
COMPLY WITH ELECTRICAL PROVISIONS OF: THE r5CR rpTW PANEL
LOCAL CODES, AND ALL LOCAL POWER
P REQUIREMENTS. F150A/2P
15. ALL CONDUCTORS SHALL BE TYPE TWWN/THLLN UNLESS I MCB
NOTED OTHERWISE.
POUER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I P14ASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN
1-1/2" DIA SCHEDULE W PVr_ CONDUIT OR PROVIDE 3
2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SE"CE 16 PROVIDED BY THE
ELECTRIC COMPANY . COORDINATE WITH T14E ELECTRIC
COMPANY PRIOR To BID.
TELEF110NIE OERVICIE CABLE TELEVISION I
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDIWG
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 -4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISICNS Or THE FBCR STW
EDITION (2014).
5/6" DIA X 8 FT LOW. COPPER CLAD GROUND ROD
A R C N I T I C T 11"'III
Design
r. r I ant qjsff -. �_
LONGWOOD, FIL 32750
PH: 407-774-W78
FAK 407-7744078
www.abdesigngroup.com
6 AA #,.0003325 1
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SILVERADO
LOT 28
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04128.000-02861
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RIGHT
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PLAN
150 MPH EXP. B
AR
STATE 0 F:LOFdDA
e.
A.
AIR NO 23
IrIPIRD" 'I
DAM 11/09 17
SCAM 1/4"=l'-O"
x*mv"
% 5
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITW PROPER CLEARANCE, FOR SERVICING, PER
t*T�G. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
Or NO LESS THEN R-r. RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014� MECHANICAL BLDG. CODE SECTION 60a.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 50A 2-3.1
4. FRESH AIR INTAKES E44ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EX14AUST AND OUTSIDE AIR INLET DUCT$, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
Co. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC_R 5Tk EDITION
(2014) MECHANICAL CODE 603.1
'l. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING, FIXTURES SHALL ME
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED BATH ROOMS, SHALL WAVE LINDER-CUT DOORS FOR MAKE-UP AIR To ISE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILIW. OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFda. RECOMMENDATIONS AND FBCR 5TA
EDITION (2014) MECHANICAL CODE SECTION 60-1.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A FANTECW DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 9,0 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE
ALL WVAC TO HAVE PROPER
�7r>
PAN$ W1 DRAINS
ATTIC
CEILIN�
0
[0-70,
EXTr,
EXTERIOR WALL
PLENUM
AIR
AIR RETURN
.U-"
SUCTION AND LIQUID
AIR SUPPLY
IATTIC
RErRI-
REFRIGERANT LINES
AIR HANDLER
EXTERIOR WALL
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY
PVC SLEEVE TO LINES BELOW SLAB
REFRIGERANT LINES TO
PLATrORWM
RETU
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 5TI4 EDITION (2014)
MECHANICAL BLDG, CODE
SECTION 30-1.2.1.1
HVAC
DRAINS
6CORIATED NICKEL
BRONZE FL. PL.
BRASS PI_LrG
1 1
INSIDE
CAULK
FIN. FLOOR
OR WALL
FITTIWG OR EXTENSION TO
501L OR WASTE AS
REQUIRED
WADE 8240-K JOSAM 56000
SERIES NICKEL BRASS TOP
P.V.0 OPTI/S`PEc
IV. SEE
, TE PLAN
T FLOOR SLAB CLEAN -OUT (TYP.
Nt�
LEGEND
SUPPLY AIR DIFFUSER
RISTURN AIR GRILL
5IDE-WALL OR I WAY DIFFUSER
SOLID LINIE- SUPPLY TRUNK
---
BROKEN LINE- RETURN TFUNK
BALANCING DAMPER OR OBD
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(1)
THERMOSTAT
M
PASS-THRU AIR GRILL
SECURE STRAP TO ONC-1, CONDENSER
IN
W1 (2)-31Ir.'X2' T NS UNIT :��SIMPSON WB ROLL $TRAP
OR EQUAL
SECURE 6TRAP TO UNIT W/ (2)
4' CONCRETE SLAB %XI 114' &WT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD 0 12* FROM STRUCTURE
COUNTERSUNK
CO. PLUG
SEE SPEC.
- - - - - - - - - -
FIN. GRADE
OR PAVING,
FITTIW� OR
EXTENSION TO SOIL
OR WASTE AS
REQUIRED
INV- 9 E
PLAIN
��EXT. GROUND CLEAN -OUT (TYP.
�& Nf�
MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A III C N I T 9 c T 8-1
6
M ml '
rob pn
O.n!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA k 000 25
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F-munDiv. me Lwo
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LOT 28
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CONTROL DATE: 07/01/1
A R C N I T E C T 3 -1
6
G r WNsign
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41N i RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407'7744078
wwwabdesigngroup.-M
AA #,. 0003325 -A
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SILVERADO
LOT 28
BLK 6
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"1672—ARIA"
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MONOLITHIC
FOUNDAT10N
DTLS/SECTIONS
No 150 MPH E .
PRE-E INEERED
TRUSS
4'-V* MR
WS-12
BOTTOM PLATE,
08.5.
(2) 12d NAILS AT
2X4
EA STUD.
57111.
PLATE
2X4 DBL. TOP PLATE
2X4 $TUD 16' 04,
1AW 05.5.
1/2' A.S. W/ MIN.
7 EMBEDMENT
LOCATE W�8* FROM ENDS
AND 32' 04. MAX.
TEXTURED FINISH
META-16
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HEADER SIZE PER
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SIMPSON LOTA-12: EA JACK
SIMPSON MSTA-24 - EA. JACK
(MIN SHAW SIZE 145)
R
19 E
CABLE EN3, LLV(2)12cl
SPAN CHART,
STUD, BOTH SIDE OF
2x9 STUDS . 16' O.C. MAX W/
A I
WITH FA W
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"7�.C.
61-81 OIC.
OPENING.
MAX
END AND 18' D.C. MAX
2x STUDS * 16'aC. MAX W1
WITHIN il OF uNr.>ow/ DOOR
Cl—
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SHEATHING, SHEATHING TO BE
OPENING AND SECURE PER
FLAT TO BLK
WITHIN j- OF WMOLLV DOOR
FASTENER SCWEn 11
'o-
�TWING OR
asm. swrATWING OR
W1 CUT NAILS.
OPENING AND SECURE PER
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COD
cox PLYWOOD
FASTE14ER SCHEDULE
SIDE OF OPENING
KING STUDS (SEE HEADER
$PAN CHART FOR DETAILS
JACK STUD ASSEM15LY TO BE
'\-2.4
AND SPECIFICATION)
SECURED ONE PLY . A TIME.
BLOCKS
SIDES$
L-30
GABLE 5LCCKIWG
JACK& (BEE HEADER SPAN
USE 12d NAILS, TWO UTWrN 6.
FROM EACH E14D 4 NO MORE
THAN 12' O.C. STAGGERED
CMU WALL
2X& GARAGE DOOR BUOK W1 (W
TRUSS
2.4 ISLCr-<JW.
F -T
CHART FOR DETAILS AND
SPECIFICATIONI
W04DOW VILL W4CRIPPLES
)j*X9 J-BOLTS 4' EMBEDMENT MIN.
LUZ VXV4. WASWER AND NUT
EA RAMR
L-30 EA*
JACK STUD ASSEMBLY TO BE
16, ojC.
SPAcED EVENLY ROM FLOOR TO
FR.
RAFT R
E
SECURED ONE PLY A TIME.
ANCHOR BOLT
GARAGE DOOR IN JOINTS
W-5 EA,
USE 12d NAILS, TWO WITHIN 6-
O'C' MAX WITH 1.
PRIOR TO FILL w
1-2X& PT BLOCK CENTER Or
E
RAFT R
FFwM EACH END 4 NO MORE
THAN 12' OiC. STAGGERED
EMBEDMENT AND 2'
DIA. WASHER
DOOR HEADER W/(I)h'Xr J-ISOLTS
x4 RAM
24- OZ,
SPA OR WE, - TOP AND
�SIMPSON MSTAM-24 * EA.
4- EMBEDMENT W/ 2-X2-A- WASHER
2x4
BOTTOM PLATE$ - EA, FULL
JACK, SECURED LU/
AND NUT
FRAMfwG
LENGTH STUD, BOTH SIDES
SPECIFIED ANCHORS
(TYP)
OF OPENING.
SHEATHING TO LAP TO TOP
OF M WALL.
2Xb P.T. BOTTOM PLATE
NOTES,
BE-
ALL ANCHO" SHALL IN-A—CCORPANa TO
7
MA"ACTURE 'S INSTALLATION INSTRUCTIONS WI -ERE
SWEATHINd. MJST N07
SUCH INSTRUCTIONS APE MORE STIRINOIENT
BREAK 1'-4' MIN. FROM 2ND
GARAGE DOOR
TYP. EXTERIOR WIN DOOR
Lj�
FILM INE.
TRUSS�
03
WINDOW
0 2-STORY
OPENING
WALL
.,��ED
(:��G��.WFLOOR
ALE,
FASTENER SICHEEDULE
NOTE; 7YP. rXT, 54-11EATWIN63 ATTAC+IMENT
ROOF DIAPHRAGM
FOR &HEAR 4 UPLIFT tOSB.TO BE S7RJCTURAL
USE 1AWO.S.S. OR 1/2' COX PLY WITH % RIW3 SHAW
CAN NAILS AT 4- OC. AT
GRADE) CONNECTOR$ FROM STUD TO PLATE APE
SUPPORTED PANEL EDGES AND 'S RIW3 SHAW GLIN
NAILS AT 6' CO. AT
NOT REQUIRED EXCEPT OPENINGS
PRIE-ENG. TRIUSE,
INTERMEDIATE SUPPORTS. SEE DETAIL,
DISL- 2X TOP PLATE -9
ROOF SHEATHING TO GABLE! END FRAME
-1
111WO.S.B.
USE % GUN NAILS - 4- OC.
. . .
I
EXTERIOR SHEATHING
2X BLOCKING 4
TOP OF
USE 1AWOSIS. OR 1/2' PLY WITH -0 RIN63 SHAW CAN NAILS AT 6- O.0 AT
PANEL SIDES AND -8 RIW. SHAW, GIN NAILS A- Ol- TOP 4 15011
PANEL AND % RING SWANK CAN MAIL& AT WOC. AT
lAb' O.Sa
2X STUDS, 16' OC. MAX.
INTERMEDIATE SUPPORTS. SEE
W. SHANK GUN N AILS
2X 1517-1. PLATE
DETAIL.
NO.: RING CAN NAILS $14ALL BE PERMITTED AS
AN
z
61 0?- IN FIELD
ACCEPTASIZAINKFASTENE PROM ANY MANIJFACTURER.
114' FLOOR DECKW.
AIL REQUIREMENTS
PRE- ENGINEERED
IF I
TOP CORD BLOCKING AT 4'
OC� MAX' IN FIRST 2 FRAMING
SpAcIss AT EACH END.
i E
Typ. EXT. SWEATHIN5. ATTACHMENT FOR ROOF
TO
2X4 . TOP A
CONI
50TTOM CON7.
W1 (5) 12d NAILS
NOTE- NAILS TO BE MI�G. BY MEMBER OF INT.
STAPLE, NAILLT OL,=IATION
RAFTER OR Tmi
SHEATHING (OA.B. BE STRUCTURAL GRADE)
WETA-16---�
BLK WALL
W 4� �
L
ROOF SWFATWING-�
(D
CONTINUOUS SHEATHING TO BEGIN AT Top or sLr-
OF 0,012 DIAMETE
v
LU/ 1/4' GAP FROM WILKTO O.SZ.
2X W/ 3.12.1
&'-&' 0!- MAX TYP.
PER INCH
SQ= HEAD DIAMETER
-0 VOECK SCREWS - 61-81
14ORIZONTAL 2X OPP. STRUCTURAL BLOCKING AT
PERIMETER Or O.SJ3. TO PROVIDE CONIT. NAIL PATTERN
5, 2
CO. MAX d EDGE$ 4 12' OC.
RE AINING AREA TO ME SWEATWED FROM DBL. TOP
2X 15
2X4SECURETOW/4 LKW/2-12d2
SECURE TO BLK META-16
m
MAX IN FIELD. UNTHREADED
To
,,C,.,,,,,,EXTEND BEYOND
OF SUB'p
ATE TO WORIZONTAL BLOCKIW-
PLM
%-MATHING - TOP OF WOOD FRAMED WALL TO 89
ROOF 6�4EAT�41NG LAYOUT
LOOR
SWEATWIW.
STAGGERED MIR OF 16'FROM SWEET BELOW
INSTALL ALL SWEET$ W/FACE WRAIN PARALLEL
AND ENDLUALL 5RACING
BUILDING LENGTH
TYP.
EXT. ATTACHMENT v I
TO $TUDO
-0 �O P S �EC E�D R.
FOR GABLE END FRAMING
FOR
STRUCTURAL
WALL -9,WEATWING (065 TO
GRADE)
BE
TYP. 3/4' TdG SUB -FLOOR D UED TO
E=NG GL
EXT. WALL SHEATHING
SCAL.,"11-1-1
SCALE, 1/2'.1'-0-
ALL EXPOSED MEMBERS
A It C N I T E C T 8
6
G r2Nsign
o tusl®r. na..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdosigngroup.com
AA#:0003325
1 g jmxv. & xAm
IT
SILVERADO
LOT 28
BLK 6
PRO T#
04128.000-02861
4EAB
"1672—ARIA"
GARAGM BWJNG:
RIGHT
PAGZz
misc.
DETAILS
% 150 MPH EXP. B
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RW5.21 ON J* O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
17� IX2 W1 MTL. DRIP EDGE
2x4 OR 2xro SUE, -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED, STRAP VERIFY W/
TRU58 PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MA60NRY
WOOD
CONSTRUCTIC
I P
�PEE ENERGY CODE FORMS
:OR INSULATION R-VALUE5
'GYPSUM BOARD OR J, HIC.
PTREWSTH CLG. MOARI-_>
:ONC. FILLED LINTEL BLK W1
1) 05 REBAR CONTINUOUS
'RECAST LINTEL
PEE ENERGY CODE FO5i!M6
OR INSULATION R-vALUE5
)INIDOW ATTACHMENT AS
FIER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) S REEAR VERTICALLY
W/ CONIC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 Irv' O.C.
a, CMU
1/2' GYP. WL. BID,
WOOD BASE
1—STORY
BLOCK WALL
�,� �LE : 314 �*l - IV
1/1(0- O.S.B. OR j. r_DX
TYVEK BUILDING, WRAP
FORTIRBER 5LE)G PAF
GALvV MTL. LATH
-1/8' TEXTURED
FIN1514 0 WOOD
Ys' TO V MID WALL
LLIEEP 6CREED
-a* Cmu
-5/6' TEXTURED
FINISH 0 MASONRY
WEEP SCREED
DETAIL @) WOOD TO
2 uu'N'N
SCALE: 11/2'=V-V
NOT USED
a, CHU
)j- DRYWALL
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
FIBERGLASS 844INGLES
030
BLOCKING BETWEEN
PER rBCR RW521 ON
TRUSSES W14ERE 'X* 5RACINc
OVER FELT PAPER
INSTALLED PER FBCR
----2x4
TRUSSES WHERE 'X' BRACING
15 PRESENT
18 PRESENT
0,6B. SHEATHING OR 2" COX
RS052.1 ON 1,' 0.6.5.
PLYWOOD SECURED PER�
SHEATHING OR 1, c_DX
FASTENER SCHEDULE
PRE-EWz GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
P.T. Ix2 W/ MTL. DRIP EDGE
f
2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
2x4 OR 2xro SUB-15ANDIJ
CONT. 2x4 RAT RUN SECUREC::P
P.T. Ix2 W/ MTL. DRIP EDGE
12d's a EACH TRUSS
PER ELEVATIONS
W/ (2)12cl's 0 EACH TRUSS
2x4 OR 2x& SU15-15AND
TO BE INSTALLED 0 MID. POINT OF
VENTED ALUM. SOFFIT—
TYP,
TO BE INSTALLED 0 MID.
FIER ELEVATIONS TYR
TRUSS SPAN, OR 10'-0' O.C� MAX.
POINT OF TRUSS SPAN, OR
VENTED ALUM. SSOFFIT
SEE ENERGY CODE FORMS
STIFFBACK (SEE SEALED
10'-0' O.C. MAX.
FOR INSULATION R-VALUES
TRU55 ENG. FOR SIZE 4
SEE ENERGY CODE FORMS
STIFFBACK (.SEE SEALED
I' GYPSUM BOARD OR
CONDITION.)
FOR INSULATION R-VALUE5
TRUSS ENG. FOR SIZE 4
HIGH STRENGTH CLG.
O.B.B. SHEATHING OR I'
J'GYPSUM BOARD OR J'
CONE,>11TION.)
50ARD
CDX PLYWOOD. ATTACHED
HIGH STRENGTH CLG.
0,5.15� SHEATHING OR
2x4 NAILER
PER FASTENER SC14EDULE
50ARD
CDX PLYWOOD. ATTACHED
2x4 im 24' O.C. a INTERIOR
ON SHEET D5
PER FASTENER SCHEDULE
KNEE WALL
-1/8' THICK, 3 COAT
CONC. FILLED LINTEL 5LIK W1
ON SHEET D!,
PORTLAND CEMENT PLASTER
(1) 05 REBAR CONTINUOUS
1/6' THICK, 3 COAT
CONIC. FILLED LINTEL BLK W/
OVER EXPANDED GALV'0
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) *S REBAR CONTINUOUS
METAL LATH ON FORTIFIBER
FOR INSULATION R-VALUES
OVER EXPANDED GALV'D
JUM50TEX GRADE 'D'PAPER
PRECAST LINTEL
METAL LATH ON FORTlFIBER
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
WEEP SCREED
PRECAST SILL
COMPLETE INFORMATION)
PRECAST SILL
(SEE DETAIL 2)
(1) 05 RE5AR VERTICALLY
WEEP SCREED
(1) S REBAR VERTICALLY
SECURE GABLE TO 2xro P.T.
W/ CONC. POURED CELL
(SEE DETAIL 2)
W1 CONC. POURED CELL
PLATE W1 12d's 5' O.C. MAX
Ix2 P.T. PURRING STRIPS
SECURE GABLE TO 2xg> P.T.
Ix2 P.T. FURRIW_% STRIPS
a Iro, O.C.
PLATE W1 126's 6' OC. MAX
a Iro, O'C'
SECURE 2x(o FT. PLATE TO
a, CMU
SECURE 2x& FT. PLATE TO
BLIK W/ J'x'B' ANCHOR BOLT W1
aLK W1 J'xS' ANCHOR BOLT
a, Cmu
2' WASHER SET IN SIMPSON
1/2'GYP. WL� ED.
W1 2' WA5HER SET IN SIMPSON
1/2'GYP. WL. 5D.
HIGH STRENGTH EPDXY -I-
WOOD BASE
HIGH STRENGTH EPDXY I-
WOOD BASE
EMBED. MIN. S) 32' CC: MAX,
EMBED. MIN. 6 32' OC MAX.
THICK, 3 COAT
%* THICK, 3 COAT
7
PORTLAND CEMENT
PORTLAND CEMENT
PLASTER APPLIED
PLASTER APPLIED
DIRECTLY TO MASONRY
DIRECTLY TO MASONRY w
NOTE:
1—STORY GABLE
1—STORY GABLE
PER F-BGRS05.21 - FOR ROOF SLOPES 2:12 TO
BLOCK WALL
W/ VAULT CLG.
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES Or
A�
SCALE: 3/4'-1'-0'
BLOCK WALL
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
-
UB SCALE: 3/4'.1'-0'
PERMITTED BUT MUST BE PERASTM D22ro TYPE
11, ASTM D 46613 TYPE IV, OR ASTM D
I'X4' OR rX2' RT - ILER
1.4 P.T. OR % . X4' MR SECURE
,_ _ Pi EXTEND 141,
INTO 15LOCK W/ V TAPCONS
OR DRIVE P14
(MR SWANK SIZE .145
MIR WBAD 61ZE _,"
MNL EMBEDMENT I-JVA'
WIT14N 0' OF EACH END 4 IS'
D.C. MAX OPACING.
DOOR CASN5.
DOM JAMS OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMS JAM (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
(_-�_�WINDOW�TO BLOCK +3Z4 OR +5/4
1\�
SCALE:
2X4t =
SECURE TO BLOCK LLY V
TAPCONS OR DRIVE PIN
(MR SWANK. SIZE Wb
Mn HEAD SIZE 300
MIR EMBEDMENT I h')
WITHIN &' OF EACH END 4
IS' D.C. MAX SPACINd.
2X6: cm
TAM;`DR glle'4�'
(MIR SWANK SIZE _Wb
MR WEAD 61ZE "
MR EMBEDMENT I JA')
V WIN S' OF EACH END 4
IVOC. MAX SPACING..
"r
2XIN C3=
V DRYWALL
SECURE TO BLOCK Uk2-%!
TAPPICONS OR DRIVE PW
I'X4' OR rX2' P.T. NAILER
(MR OWANK 61ZIS.141b
DOOR CASW.
MIN. WRAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I W)
ATTACH TO 2X PER
DETAU.S.
NOTEs SWIM AS NEEDED TO PLUMB JAMB eO0 NOT EXCISE0,149
DOOR JAMB TO BLOCK +
jj�/l/
rp'� WINDOW TO BLOCK + 2?"
2XA� =
SECURE TO BLOCK W/
TAPCONS OR VE PIN
(MIR SWANK SIZE J45
MIR HEAD SIZE
MIN. EIM13EDMENIT I
WITHIN 0, OF EACH END I
IWO4. MAX SPACING�
2x6. CEC3
SECURE TO BLOCK W12
NOTE, STRUCTURAL 2X MAT
TAPCONS OR
BE ON OU TSIOIS I SECURED
�e IP�
(MIN SHAW 9 7
TWRPDJ� NON-STRUCTURAL
MrN.'HiAD SIZE .500
%' TAPCON MR I-V
MR EMBROPMENIT I Y')
EMBEDMENT 1-0
.I-'. I. - EAC=
&. am
Is, 01C. MAX PA.
VORYWALL
2".
I'X4' OR I'XII'P.T. NAILER
SECURE TO ISLOC,�K Wn N %.
TAPOONS OR DRIVE PgN
)f.- OAR. X 4- MR
(MIR SHAW, SIZE..
DOOR CASING.
MIR MEAD SIZE
DOOR JAMB OR WINDOW
M R Elt-IMPEDIMENT OW)
ATTACH TO 2X PER
WITHIN S' OF BACH END A
V or MAX 04*ACW
MAM.FACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEISDAW)
DOOR JAMB TO BLOCK +1-154
r WINDOW TO BLOCK +1-15
j SCALE,
2X4: CM
OE99To
TA .
(MIN. ORANK SIZE .145
MIN. HEAD SIZE 300
mrR EMBEDMENT I Y')
WITHIN S' OF EACH END 4
LW 04. MAX SPACW�
2X&: CEM
SECURE TO ftntU/21�%'
NOTE; STRJCTURAL 2>1 MUST
TAPCONS OR; RI P
an ON OUTSIDE 4 SECURED
t"N. SHANK SIZE .145
TWRDUrW 14014-STRUCTURAL
MIR HEAD SIZE JIM
I
V TAPCON MOIL 1-YA'
MIN. EMBEDMENT I Jw)
EMBODIMENT INTO BLOCK
WITHIN S'CF RAC44 END 4
\\ts, Cmu
I
WO4. HAX SPAC W�
h' DRYWALL
2XS, C=
SECURE To BLOCK U2.%,
0
—I'X4' OR I-XV P.T. NAILER
TAPCONS OR DRIVE PIN
RT. x A, MIN.
R SHAW, SIZE .145 ��il
DOOR CA61W.
MIN. HEAD SIZE 3MW
--DOOR JAMB OR WINDOW
MIN. EMBEDMENT I
ATTACH TO 2X PER
04
�1!tlt !AlFt _/
MAIWACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +2 1/�"
WINDOW TO BLOCK + 2 1/4
D SCALE,
2X4: CECI
SECURE To BLOCK W/
TAPC_ON5 OR DRIVE PIN
(MIN, SWANK SIZE J4S
MIR 14EAD SIZE 3CO
MIR EMBEDMENT I V) -
WITHIN O'OF EACH END 4
IS, OC. MAX 8PACNG�
2Xb, CM
SECURE TO BLOCK W12-%'
TAPO" OR DRIVE PN
(MIN. SHAW OIZE.45
MIN. WEAD SIZE 31"
MIN. EMBEDMENT 149
WITHIN WOF EACH END 4
16' OZ. MAX SPACW�
2XS, CEM
SECURE To BLOCK W/2-%'
TAPO" OR DRIVE P114
(MIN. SHAW SIZE 14r,
MR WEAD SIZE -100
MN. EMBEDMENT I V)
WITHIN S' OF EACH Or 4
W OC. MAX SPACW/
STRUCTURAL 2X MUST
OUTSIDE t SECURED
PUG4 NON-STRUCTURAL
APCON MIR I-YA'
EDMENT INTO BLOCK
RYWALL
OR I'X2* P.T. NAILER
R CASING.
R JAMS OR WINDOW
,CH TO 2X PER
PArTUREb DETAILS.
NOTIS: SWIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +T
E, WINDOW TO BLOCK +T
SCALE: V-P-0'
2XA, =
SECURE To BLOCK W1 W
TAPCONS OR DRIVE PH
(MIR OWANK SIZE .14b
MIR 14EAD SIM -ACV
MR EMBEDMENT I W)
WITHIN WOF EAC14 END 4
V OC. MAX SPACPr.
NOTE, STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THItOUSH NON-STRUCTURAL
2X6% CM
%' TAPCON MR I -A'
SECURE TO BLnWp/2;4%'
EM5EDMrNT INTO BLOCK
TAPCONS OR I ni
(MIN. SWANK SIZE WS
—8 . Clu
MIR HEAD SUE JIM
/--h* DRYWALL
MR EMBEDMENT I V)
WITHIN a, or EACH END I
I'X4' VXVP.T. NAILER
la'O,C. MAX SPACN&.
2ND 2X SECURE TO
2X& CE=
STRUCTURAL MEMBER LLV('X
SE _K W`2_
CURE To BLOC %
WITHIN S' OF EArP4 END 4 6,
TAPCONS OR DRIVE PIN
10
TO r- MAX
0"'
(MIN SHAW SIZE 4b
t�OOOR
DOOR CAil.
MX4AO SIZE ii�d;
JAMS OR WINDOW
Mitt EMBEDMENT I Y�')
ATTAC44 TO 2x PM
MAAFACTURRS DETAILS.
NOTE: SWIM AS NEEDED TO PLUMB JAM (00 NOT EXCEED W)
DOOR JAMB TO BLOCK +3"
rr_� WINDOW TO BLOCK +3"
2X4� cm
SECURE TO 15LOCK 04'
TAPCCNS OR DRIVE PIN
(MIR SWANK SIZE .145
MIN. WEAD SIZE SW
MIN. EMBEDMENT I Y4,)
WITHIN WOF EACH ENO 4
IS- 01C. MAX SPACING..
2Xb, CEM
SECURE TC�BL
NOTE, STRUCTURAL 2X I'lUST
TAro" 4 t=W4A4'
BE ON OUTSIDE 4 SECURED
(MN. SWANK 61ZE 143
TWROUG�W NON-STFIVICTURAL
MR HEAD SIZE 300
TAPCON MIR I-V
MR EMBEDMENT 01�')
EMINEDMENT INTO ISL
WITHIN 0' OF EAC14 END 4
0' OC. MAX SPACW�
2XS. CEO
V DRYWALL
SECURE TO BLOCK WA-114'
I'X4' OR INW Pl, NAILER
TAPOONS OR DRIVE PIN
36� OA.B. X 4- MIN.
(MR, SWANK SIZE J45
MR 14EAD 612E 3"
DOOR CAON5.
MN �EnmEwT I k.)
DOOR JAM OR WNDOW
NOTE, 5441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO K +3-7/16"
G) aALm
2X4, CEO
SECURE TO BLOCK
TAPOONS OR DRIVE PIN
(MIN. SWANK SIZE .145
MIR HEAD SIZE 3M
MR v-scomaw I Y")
WITHIN O'CIP EACH END 4
Ir
>144.
IS- D.C. MAX SPACINd..
2xr,: cm
A
SECURE TO BLOCK W A-114'
TAPCONS OR DRIVE PIN
NOTE, ST— 2- MUST
(MIN. SWANK OIZE.145
BE ON OUTSIDE 4 SECURED
mn HEAD SIZE 300
TAROUG" NON-STRUCTURAL
MIR EMBEDMENT 1 J,4.)
%* TAPCON MIN. I V
WITHIN 8' OF EACW END 4
�>
EMEMiEW MO';;LCCK
W* O.C, MAX ePACIWG
2XS, c3m
NDRYWALL
SECURE TO BLOCK W(I 1/4'
TAPO" OR DRIVE P;N
OR IW' P.T. NAILER
(MIR SWANK SIZE J4b
4'MR
MIR 14EAD 6 ZE 300
��I'P.T.X
DOOR CASING.
MIN. EMBEDMENT I YA-)'
WIT14IN 0' OF EACH ON 4
ID
DOOR JAMB OR WINDOW
Is, OC. MAX SpArW,.
ATTACP4 TO 2X R
MANUFACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAMIS (DO NOT EXCEED Y,9
DOOR JAMB To BLOCK +3 3/4"
Tj WINDOW TO BLOCK +3 3Z4"
L�) SCALE,
F-A RCH -1 TEC T 8-1
GraNsign
ousj0T..2,..._
1"I N. RONALD RFAGAN BLVD.
LONGWOOD, FIL 32750
FAX: 407-774-4078
wwwAbdesigngroUp.con,
AA k. 0003=5
v
stn3DIV. so
SILVERADO
LOT 28
BLK 6
rRojwT#
04128.000-02861
MODNUU
4EAB
"1672—ARIA"
GARAGM 8WING.
RIGHT
1 PAII
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B.0;
li ARCHrrECT- 9
rpygmT
DATM 11/09/17
0i 1/4"=V-0"
N*Mc"
D 3
op FIBERGLASS 5HINGLE5
FIBERGLA66 514MLE5
A It ; H I T E C
OVER 030 FELT PAPER
OVER d3O FELT PAPER
--2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
INSTALLED PER F15CR
INSTALLED PER FBCR
TRUSSES WHERE 'X' BRACING
OVER 030 FELT PAPER
Rw5.2�1 ON a* O.S.e.
R��05.21 ON a' O.S.5.
IS PRESENT
INSTALLED PER F5CR z
6
SHEATHING OR i' CDX
5HEATHIW_. OR J' Cr->X
FRS052.1 ON a* OSB.
PLYWOOD SECURED PER
PLYWOOD SECURED PER
SHEATHING OR J' Cox raz_66�'�
FASTENER SCHEDULE
PRE -ENG TRUSS I
FASTENER SCHEDULE
PT. IX2 W1 MTL. r-:>R(f' EDGE
.--PRE-ENG
GABLE TRUSS
CONT. 2 4 RAT RUN SECURED
PLYWOOD SECURED PER
FASTENER SCHEDULE SEE ENERGY CODE FORMS
DN'
Wou 012.
P.T. IX2 W/ MTL. DRIP EDGE SEE ENERGY CODE FORMS
x
PRE-ENG TRUSS
G IF
FOR INSULATION R-vALUES
2x4 OR 2x& SU5-5AND PER
W/ (2)12cl's a EACH TRUSS
FOR INSULATION R-vALUES
2x4 OR 2x& SU5-5AND Gypsum 50ARD OR
ELEVATIONS
P.T. IX2 W/ MTL. DRIP EDGE GYPSUM BOARD OR
l"i IN RONALD REAGAN BLVD.
PER ELEVATIONS HIGIL4 STRENGTH CLG.
VENTED ALUM. SOFFIT
2x4 OR 2x(o SU5-BAND HIGH STRENGTH CLG.
BOARD
NGWOOD, FL 327'j
LO 50
0
VENTED ALUM. SOFFIT BOARD
PER ELEVATIONS
PH: 407-774-6078
DOUBLE TOP PLATE TWIST STRAP VERIFY W/
STIFFBACK (SEE SEALED
VENTED ALUM. SOFFIT SIMPSON
FAX: 407-774-4078
www.abdesigngroup.com
WINDOW HEADER SIZE TRUSS PLAN
TRUSS ENG. FOR SIZE 4
SEE ENERGY CODE FORMS
SP2 a EA. lk
AA #: OOM25
A-I=a -=-
FOR INSULATION R-vALU=S
1,0000 UPL IFT 2X5 STUD
OPENING SEE HEADER WINDOW ATTACHMENT AS L-c"INL�1 I II.,N/ CONNECTOR
SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE To WALL W/ 2x& SYP 02
SPECIFICATIONS GYPSUM BOARD OR D5L TOP
DETAILS ----JNN i'xro' THRU -BOLTS o 321 O.C. HIGH STRENGTH CLG, PLATE
O.S.B. SHEATHING OF, I- WINDOW SILL MAX THEN SECURE GABLE TO BOARD DRY WALL
CDX PLYWOOD. 2x4 PLATE W/ 12d's 8' O.C. MAX WALL
ATTACHED PER FASTENER OR DOUBLE TOP PLATE SHEATHING J'DIA ANCHOR BOLT
SCHEDULE ON SHEET D5 2x STUDS * 1(o' O.C. MAX W/ SECURE GABLE TO D5L TOP WINDOW ATTACHMENT AS AT Iro' O.C. MAX WITH -1
INSUL., SEE ENERGY CODE 2x$ SYP On2 EMBEDMENT AND 2'
I/V THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 tv 24' PER MANUFACTURES WOOD STUDS DIA. WASHER
PORTLAND CEMENT R-VALUES O.C. MAX SPECIFICATIONS AT 12' O.C. MAX
SIMPSON 5PI
PLASTER OVER WINDOW HEADER SIZE VARIES WINDOW SILL ID EA. 2X6
EXPANDED GALVD J' T 4 G SUEFLOOR GLUED PER WINDOW OPENING SEE
METAL LATH ON AND SCREWED AS PER HEADER SPAN CHART FOR 2x STUDS 0 lro' O�C. MAX W/ STUD
FORTIFIBER JUM50TEX FASTENER SCHEDULE DETAILS INSUL., SEE ENERGY CODE
GRADE 'D' PAPER OVER FORMS FOR INSULATION 2xB P.T. SYP 02
O.S.B. SHEATHING OR J'cr->x R-vALUES 0 SOLE PLATE (1) COURSE TIE -BEAM
TYVEK BUILDING WRAP PLYWOOD. ATTACHED PER t__ POURED SOLID WITH
(REFER TO STUCCO FASTENER SCHEDULE ON SHEET T 4 G SUIEFLOOR GLUEr_> z -
w CONCRETE, (1) S
SPECS FOR COMPLETE 05 AND SCREWED AS PER IL REBAR HORIZONTALLY
INFORMATION) -1/8' THICK, 3 COAT PORTLAND ----T---FASTENER SCHEDULE 0
NOTE: SHEATHING MUST CEMENT PILASTER OVER pi 0-
I PRECAST LINTEL
EXPANDED GALvD METAL LATH w
NOT BREAK V-4'MIN. PRE-ENG FLOOR TRUSS ON FORTIFIBER JUMBOTEX 2111
FROM 2ND FLR LINE (INSTALL PER MF,3. SPECS.) GRADE 'D' PAPER OVER TYVEK I[L WIN -DOW ATTACHMENT AS
2x4 CONT. 0 TOP AND 5T, GYPSUM BOARD OR BUILDING WRAP (REFER TO w PER MANUFACTURES
Or FLR TRUSS (TOP 2x4 SPECIFICATIONS
HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE
SUPPORTS 5T PLATE OF BOARD INFORMATION) PRE-ENG FLOOR TRUSS PRECAST SILL
2ND FLR, BTM. 2x4 15 FOR CONC. FILLED LINTEL BILK W1 NOTE� SHEATHING MUST NOT (INSTALL PER MFG, SPECS.) Z_ S RE5AR is Iro'
WALL SHEATHING NAILER) BREAK 11-41 MIN. FROM 2ND FLR
FASTEN EACH 2X4 R155ON (1) 05 REIBAR CONTINUOUS LINE Gypsum BOARD OR Z' V O�C. MAX, IN
W1 (5� 12d NAILS 0 EAC�H SEE ENERGY CODE FORMS HIGH STRENGTH CLG. w CONCRET�
TRUSS. 5TM. RIB50N TO BE 2x4 CONT. * TOP AND ST. Or BOARD POURED CELLI Ix2 P.T. FURRING STRIPS
FOR INSULATION R-VALUES FLR TRU55 (TOP 2x4 SUPPORTS VERIFY PER Iro, O.C.
P.T. PRECAST LINTEL 5T PLATE OF 2ND FLR, 15TM. 2x4 CONC. FILLED LINTEL BILK W/ u- t PLAN. gL 7 4-z /lP
WEEP SCREED WINDOW ATTACHMENT AS IS FOR WALL SHEATHING (1) S RE5AR CONTINUOUS a alcmu
(SEE DETAIL 2/r->3) PER MANUFACTURES NAILER) FASTEN EACH 2X4 -6 SEE ENEW. I/2'GYfl. WL. 150.
SPECIFICATIONS RIBBON W/ (5)12d NAILS 6 PRECAST LINTEL CODE rowys
EMBED. STRAP VERIFY PRECAST SILL EACH TRUSS. 5TM. R15BON TO WINDOW ATTACHMENT AS (1) 04 CONTINUOUS REBAR
W1 TRUSS PLAN BE P.T. FOR
(1) S RE15AR VERTICALLY PER MANUFACTURER WOOD BASE
V THICK, 3 COAT 13 INSULATION
PORTLAND CEMENT W1 CONC. POURED CELL WEEP SCREED SPECIFICATIONS 9 (1) R-vALUE5 z 04 RE5AR 4V LONG
PLASTER APPLIED lx2 F.T. FURRING STRIPS (SEE DETAIL 2/D3) PRECAST SILL fil r IL 0 Wlro ' HOOK is 24' OC.,
EMBED. STRAP VERIFY -�3 - < ;� < MIN. 24' IN SLAB
DIRECTLY TO MASONRY 0 Irol orc, W/ TRUSS PLAIN (1) W5 REBAR VERTICALLY 0- -A K W
`L� 2 _011 (t'11N.
2—STORY 5, CMU C CELL IN 5LA5)
CON . FOUREr
1/2, GYP. WL. BD. THICK, 3 COAT lx2 P.T. FURRING STRIPS 0
FIRST FLOOR PORTLAND CEMENT t-- f� I
�_��WOOD BASE O.C.
BLOCK SECOND PILASTER APPLIED z
DIRECTLY TO MASONRY a, CMU
rj_-�FLOOR FRAME 112 - CST P. WL. BD. WALL
4' CONC., REINF. W/ (o'xro'
2—STORY GABLE WOOD 15ASE FWI.4XWI.40 UALM ON ro-MIL POLY
SECTION
FIRST FLOOR WOOD ETHYLENE VAPOR RETARDER ON
OMPACTED CLEAN FILL
BLOCK SECOND FRAME TO W TERMITE TREATMENT SHALL BE
> BORA-CARE
(3) 05 RE5AR ON CHAIRS
A�FLOOR FRAME� 2'- 0
SCALE: 3/4'-I'-V
2x STUDS 6 1&' O.C. MAX W1 O.S.B. SHEATHING OR r_Dx 2x STUDS a 16' O.C. MAX W/ NOTE:
IN_O�UL., SEE ENERGY CODE PLYWOOD. ATTACHED PER N5UL., SEE ENERGY CODE PER F5CR'305.21 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION FASTENER SCHEDULE ON SWEET FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
CIS PLACE SIRA" SPACED
R-vALUES R-VALUES SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF EXTERIOR WALL STM$ AND FASTENED AS
116- THICK, 3 COAT PORTLAND MALL SWEATWk-r. NOT
T 4 G su5rLooR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 SWOUN FOR CLARITY)
T 4 G SLIEFLooR GLUED CEMENT PLASTER OVER ADDITIOUNTAWLSTaPAP
PERMITTED BUT MUST BE PER ASTM D22ro TYPE FASTEN EA( �A
AND SCREWED AS PER EXPANDED GALV'D METAL LATH AND SCREWED AS PER LWN STUDS TO BLOCK UALL :w
USP MSTA" STRAP UTW
FASTENER SCHEDULE ON FORTIFIBER JUMBOTEX FASTENER SCHEDULE 11, ASTM D 4E*'5 TYPE IV, OR A5TM D 6151 FASTENERS AS 614OUN. "TALL
- ----------- GRADE 'D' PAPER OVER TYY=K STRAP . EA. END (UND) A MIN (10) Wd COMMON NA LS
I,.LuiJ
L IV. 89
*'um L02�
SILVERADO
LOT 28'
BLK 6
PROJMT#
04128.000-02861
3WDZZ,
4EAB
"1672—ARIA"
GAPLAGS OWWO:
RIGHT
PAGM:
MONOLITHIC
2—STORY
WALL
SECTIONS Sc NOTES
L 150 MPH EXP. B I
SPACE STRAM AS FOLL
BUILDING WRAP (REFER TO 3/4' T 4 G SUBFLOOR GLUED -110 MP14 V, 32")o'!_' ,,--INTO STLD M148 DIA X 1 112-
STUCCO SPECS FOR COMPLETE AND SCREWED As PER lo MPH 'C'. 32 Or- LOW.) � ARCHnr=cT.-
MPW V. 40: 0, STATE OF FL( RIDA
INFORMATION) FASTENER SCHEDULE ON -140 MPH V 48' Or-
2x4 CONT. o TOP AND 5T. OF SHEET D2 TOP OF STM WALL
FLR TRUSS (TOP 2x4 SUPPORTS SOLE _ftAtE
5TM. 2x4 FILL ALL REMAIN STRAP
5T PLATE OF 2ND FLR, WOLSO W1 Wd NAILS INTO
PRE-ENG FLOOR TRUSS 15 FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 FRI55ON W/ WOO ISACKW.
FASTEN EACH 2X4 R155ON W/ (5) (5)12cl NAILS a EACH TRUSS. 00 NOT PLACE SCRW IN
SIMPSON HETA-Iro EMBED. 12d NAILS o EACH TRUSS. 5TM. 1, GYPSUM 5OARr_> OR 5TM. R15SON TO BE P.T. TOP OF T WOLA NEAREST TO 70P
STRAP 0 32' O.C, MAX VERIFY R155ON TO BE P.T. HIGH STRENGTH CLG. MASONRY wAkLIL OF BLOCK WALL
W/ TRLISS PLAN LLEEP SCRSED 50ARD PRE-ENG FLOOR TRUSS CONNECT BOTTOM OF
(SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS) STRAP TO CM BLOCK WALL :RO)LAND 4A.0RA
, W 1 4
F__ W1 (1) 3/16' CIA X 1-1/4' AFR NO 23
GYPSUM 50ARD OR EMBED. STRAP VERIFY CONIC. FILLED LINTEL 5LK W/ CM BLOCK WALL LOW. TAPGON MASOIW
(1) 05 RE15AR CONTINUOUS CONC. FILLED LINTEL EILK W/ SCREW&
HIGH STRENGTH CLG. 50ARD W1 TRUSS PLAN (1) S RE15AR CONTINUOUS 11/09/17
%'THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED OCAXMk 1/4"=V-0"
DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION 9*01111"
FLOOR CONNECTION AT PARALLEL/ ASTENI�NG DETAIL r:;--\TO FIRST FLOOR MASONRY WALL
VERPENDICULAR PRE—ENG FLOOR TRUSS S D 4
'-ALE: 3/4'-l'-O'
r 5C
PFSCAST WEADEWMIN)_;i,.
2 X 4 (MtN 2 X 3� 1-3/16 TAPCON
OR DRIVE PIN (MIN SWANK SIZW4b
MIN WEAD 61ZE 3M
MIN EMBEDMENT 1 1/4')
8'FRCM EACW END
O'C'MAX. MIN 1-1/4' emell
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SWANK SME.W8
p
M N HEAD SIZE 300,
MIN EMBEDMENT 1 1/4')
&'FROM EACH END ANI:� 10'
IN ENT
OC.MAX-M 1-1/4'EMSEDI'
2 X 8 (MN 2 x 3) 2-SA& TAPc4pN
Olt DRIVE PH (MIN SIZE
MIN WAD 61
2XA SOLID BILCOQw.
MIN MISS
SECURE TO SWATHING III/
S. FROM EAC44 END AND 18.
MR 2-1291 PER 5LK EA, END
Vl-'
O.C. MAX MIN I-V4* EMBEDMENT
— —AIWING
CMU WALL
DBL. T PLATE
2X4 *' O.C, MAX.
SECURE 2X4 TO
n �_� . --a-
ARCHWAY DETAIL
rj_'�16" AND UNDER
ARC�4WAY
exc7tc:>410-00
8ML - PLATE
LID
BLOCKING SECURE 1/2' PLYWOOD
To SHEATHING WITH OR 1/16* O.&A.
MINL 2-12d MR BLK__f
EA END
��E)ffERIOR ARCHWAY
Q 1,V O.Sa OR ly PLYWOOD SWEATWIW.
(�) -30 BLDG. FELT
24' WIDE 26 GA� GALVANIZED METAL
PLA8441W,
@ MUST ADD Owe, -w WIDE AND
AND MAT BE A MIN 24'UDE METAL.
(�) FIBERGLASS SHINGLES
DISL ' TOP PLATE
2X4 *'Oj:'- MAX
SECURE 2X4 W/ 2-V
TAPO" OR DRIVE PIN
(MR SHAW alZE.145 MR
HEAD size 300 m
EMBEDMENT I YA' W/W W
EA END NOT TO EXCEED
10* Or- MAX
2X4 SOLIC
BLOC'r
'I - SSCUFT
W
TO SWATWIw. Ou
MIN. 2.12d PER ISLK
EA. SHE
PRECAST WEADEWMINU
2 X 4 (MIN 2 X 3) 1�3/16 TAPCION
OR DRIVE PIN (MIN SWANK_ SME.145
MR4 WEAD SIZE 300
MIN 1 1/4917;
W FROM EACH END AND 10'
OIC. MAX MIN 1-114' EMBEDMENT
2 X 2 X 5) 2-3116 TAPCON
E"(MR
(MIN SWAM 61ZE345
MIN! HEAD SIZE I"
MIN EMBEDMENT 1 1149
1. FROM EACH END AND 18'
OZ. MAX MIN 1-1/4' EMBEDMENT
2X, (MIN 2 X 3) 2-311r, TAPOON
OR DRIVE PRN (MIN SWANK SIZE.145
MIN HEAD SIZE 300
IA6'OSB SHEATHING -
MIN EMBEDMENT I V4')
2X4 WC.C. MAX
S' FROM EACH END AND IS'
(WHEN OVER �- IN Wwj
O'C' MAX MIN 1-1/4' EMBEDMENT
2.4 SOLID BLOCKING —
SECURE TO SHEATWW. W/
MIN. 2-12d PER ISLK EA, END
ARC11WAY DETAIL
16 �AND UP
6' I.�
(��ILE F-.O,
/'�aCLOSED VALLEY FLASHING DETAIL
7-ppm-FAB TRues SIMPSON -
1/2' CLG. BOARD A TEXT SP4 32'
SMPSCN SP4 2X4 COL' TOP PLATE 04.
1/2' DRYWALL
2X4 WOOD STUDS -*' OZ.,
UAO ON TRIM PLAN
2X4 CONt STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4
32' 04. MAX
1/2'"' A.M. 32, C.C,
'EMBEDMIENIT
'-2 W. CONT,
1-STORY
INT. BEARING WALL
NOTE� ;��ALE LIL/1, 1'-0'
'. . W440 UPLIFT OR
WAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS,
DOUBLE TOP PLATE
2x4 OONTINOUS STRESS
BLOCKING MID WALL
2x4 STUDS - 16* O.C. MAX,
UOR
I' T 4 G SUISPLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
IST FLOOR STUDS TO
2NID FLOOR STUDS
SIMPSON MSTA-36 - 32-
D.C. MAX
PRE-Ew. FLOOR TRUSS
DOUBLE TOP PLATE
2.4 CONTINOUS STRESS
BLOCKING MID WALL
2x4 STUD$ OZ. MAX,
LION.
1/2' GYP. WL. 50.
SECURE BT. PLATE TO SLAB
W/ 1'.%' ANCHOR BOLT W1 2'
WASHER SET IN SRI-SON
W*W S;=TW EPDXY 11
EMBED. MIN.
SIMPSON SPA - 32' D.C. MAX
L.B.W.
8 '112 "y
J, O.Sa SWEATWIW. OR P
COX PLYUVOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING LNDER
WALL STUDS SCURE
BETWEEN TRUSS SAYS UW
(3)12.1'. EAC14 END
2. DOUBLE TOP PLATE
STUDS - 16, O.C.
MTS.t2 - "R STUD
2X4 ST. PLATS
DORMER
ATTACHMENT
SCALE. 1/2'-1'-0'
DISIL. TOP PLATE
SECURE 2 X RIP TO PIT
W/2-MdS W-S'Or- MAX.
1/6, TEXTURED FINISH
lAr.' 085 "ATWNG
2 X A W O.C. MAX.
(WHEN OVER WN WIEGW J
2 X 4 tUWN OVER 16' IN HIEGHT.)
1/4' TEMPIRAD MASONITE
GLUE 4 MAIL Ilmd's 01-12, O.C.
F NEEDED.
2 X SOLID SLKI. - ARCH
SECURE W,12-12d EACW END
\�AwrTup'ER5 onva.
uo FRAME
+JOTE, NO GAP . WOW FRAME
TO EXCEED 114,
ARCHWAY DETAIL
qT'�_�AWAY
CU
> ALTEAM
2 X 4 (MN 2 X 3)1-3/6 TAPCON
OR DRIVE PIN (MIN SWANK, SIZEJ45
MIN HEAD SIZE .5M
MIN EMBEDMENT 1 114')
WFROM BAC44 END AND 10'
EXISTING BLK AS,
O'C' MAX, MIN I-V4' EMBEDMENT
I/4'TEXTURED FINISH
2 X b (MIN 2 X 3) 2�3A& TAPCON
I/6'TEXTURED rINIS14
OR DRIVE PIN (MI SWANK SIZE345
MIN 14EAD 8fZE 3�00
IA&'055 SWATHING
MIN EMBEDMENT 1 1/41)
6* FROM EACH END AND 18*
2 X 4 W OiC MAX.
O.C. MAX. MIN 1-1/4' EMBEDMENT
(WHEN OVER'16' IN WrIG"T.)
2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
IV IN WIGWt)
OR DRIVE PIN (MIN SHANK SIZE145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 114')
2 X SOLID ISLK�S - ARCH
SECURE Wa-12d EACH END
8' FROM EAC14 END AND 10'
ATTACHMENT PER
OZ. MAX MIN 1-1/4'EMBEC"ENT
MAMPArTURER'S $"CO.
MTL WCW FRAME
V4' TEMPERED MASCNITE
TE, NO GAP � WDW FRAME
4"OTE, No a
GLUE 4 NAIL W/fd'S V-12o OZ.
TO EXCEED 1/4
IF NEEDED.
ARCHWAY DETAIL
rp-� CUTAWAY
��SC�ALFIIV-V-V'
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOUN FOR
CLARITY (SEE
$14OP DU46.)
EXTERIOR WALL
(SEE
NOTES) FASTEN EACH STUD
TO DML. TOP I -LATE
UY LISP SPT24 NAIL
PER MAtLF, SPECS.
SECTION AT TOP
:OF EXTERIOR WALL
D2_1
ASPHALT SWR�S CVE`�
#30 FELT ON 1/16 0.815�
PR9-EW3 GABLE TRUSS
S" STIFFSACK.
(SEE SEALE, 9W.. PACK FOR
SIZE d CONNECTION)
2x4 SIFF BLOCKING BETWEEN TFAJSOES
WHERE lx'BRACW, IS PRESENT
OONT. 2x4 SPF RAT RUN '
SECURED W/ (2)12d'o * SAO
_W
Itm
(2) 2.4 -2 S.Y.P. DIAGONAL BRACE Wl (S�
12d'. - EACH TRUMS (DIAGONAL
X-BRACIW. TO COVER 5-TPUSSES
J'GYPSUM BOARD OR P
HIGH STRENGTH C!.Ck
NOTE: BOARD
DIAGONAL BRACE CENTER OF TFI SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE - ANY SPAN W-WOR CRATER REFER TO
TRU86 ENG. FOR ADDITIONAL 140MZCNTAL TRIJS8 REINFORCEMENT.
0'-0' TO 30'-0' (1) X-BRACIE
30'-VTO 60-0'(3) X-SPACE (1) X-ISRACIE - CENMR AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
@y_qABLE X-BRACING
lo GA.�j X
,...'�.�ACINI
SCALE!
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
Mft (3)[2cl NAILS Olt
MIN- (4) Wal GUN MAIL$
1.6 COLLAR TIE AT EVERY OTHER
RAFTER LL/
MR (3)12d KALB OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
b,S MAILER SECURE TO TFILISOES
BELOW Wl
(2)12cl NAILS OR
(3? 10d GUIN NAILS - E& TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
ROOr DECKING OVER
PRE-EW. TRUSSES
PIRE-ENG. TRUSS,
V !� �D ROOF
ALTER" COLA 1%
MSTA-24 FAM
BETU
V-0'70 WENRACE
30-f TO 60--0' (3) W SPACE
(I 'X BRACE - CENTER)
(2 WISFACE DIVIDED ECIUALY FROM CENTER TO END)
FISER%ffLASS SWINGLEB OVER
W FELT ON 1116' O.SS.
(2) 2X4 -2 $YP DIAGONAIL BRACE ---
tI.V 3-12d - EA TRUSS ( DIAGCNAIL BRAZE
TO COVER 5-TRUSSES
2X4 BLOCKING WHERE W SPACING
Is PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPF STFFFSACK
fSEE SEALD ENG� PAC*' , FOR
SIZE A CONNECTION)
1/16'095 SHEATHING
USE Sol NAILS AT
4' — EDGE W ". FIELD
11,461%.3 .3
,&X 2- 0. L/
OR MaTI-12 - _12' OZ. MA.
SHEATHING NAILING TO BE
V OC. IN FIELD
4' 0C..ALL EDGES W1Sd NAILS
(1-N �_O
TIQUSS 24' .4.
1/2' CLG� BOARD
NAIL CONT. RAT RUI4 TO
TRUSS UV (2)12d . EA. TRUSS
2X4 SYP RAT ADJACK
TO DIAGONAL SPACE,
OSL TOP PLATE
2X4 STUD TWOZ. MAX
1115 UPLIFT
SIMPSOM HTS'**o
LLVIC lod TO TRUSS
AND e4)114' x 2 1/4'
TAPCONS TO CZNT
POURED LINTEL
- 23" UPLIFT
(2) WIPSOM 14TOMO
INSTALLED ON OPPOSITE
PACE& OF BLOCK WALL
W/10 10d 70 TALISS,
AND (4)1/4* x 2 1/4'
PRE-ENG TRJSS
CONTINUOUS
BOND BEAM
9pul3_ �lm �O �
12 ;i
FINISH o LANDING y
3/4' PLYWOOD FF.
DBL, 2X(o __CL
17< 36" FINI&H
3/4' PLYWOVID WITH
4 2-D COMMONS WINDER DETAIL
LANDING DETAIL '
AILED THRU 3/4'
PLYWOOD INTO
FINISH a LANDING——\ EACH STRINGER
r
_r
3/4' PLYWOOD
3-2 12 SYP STRINGER 'D5L 2XI2
X D5L 2X
REINFORCED W/2X4 SFFCR
W/CONT. BEAD OF FLOOR IST
JOIST
SUM -FLOOR ADHESIVE
PL-400 OR SIMILAR
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
LU/(3)18 3' SCREWS 0 EA
STRINGER, UNTPRrEADED SHANK
TO EXTEND BEYOND THICKNESS
OF SU5-FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FMCR 5TH EDITION (2014)
MIN. TREAD 10', MAX. RISERl-3/4'
3/16' MAX. VARIATION IN R15ERS/TREADS
ADJACENT TO EACH OTHER
3/a'MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA,
TO ME 13/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPABILITY
WINDEIR5- MIN. ro' WIDE o NARROW END
MIN. 11' WIDTH 19 12* FROM NARROW END
34'MIN. HANDRAIL HGT.
LESS THAN 4'TYFI.
2XI2 TREAD lk-ETWEEN
SPINDLES
CUT TO FIT
IXa RISER
10,
� z
e
y
1/2' DRYWALL
IXIO TRIM----'
I' N05ING TYP,
(3) 106 CUT NAI
10 2X4 P.T.
SLEEPER INTO
SLAM
STAIR SECTION DETAILS
SCALE:
A R C H I T 9 C T 8-1
G rot
ZSO.n!
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32760
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA#:0003325
F-suimm. as LOW,
SILVERADO
LOT 28
BLK 6
PROJWT#
04128.000-028611
MOD31111,
4EAB
"1672-ARIA"
GARAGM 8'11111`WCt
RIGHT
PAGIM
misc.
DETAILS
150 Pli EXP. B
Irim 11/09/17
111111CALM 1/4"=V-0"
83mcmT
T%
D5
! I
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 30446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447•113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10456-R3
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 17236-112
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-Rl
LISP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-115
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FL 14039-112
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-113
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FL 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 15016-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL 5678•113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
OV01/2018
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265•112
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 4103-118
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-118
CASTCRETE
STRUCTURAL
LINTELS
2014 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 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM
WW W.FLORIDABUILDING.ORG
CONTROL DATE: 09/26/201
A R C E IT E C T 3
6
Design
Grou .ne.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7748078
FAK 407-7744078
www.abdeslgngroup.com
AA M: 0003325
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APPROVAL
LISTING
150 MPH EXP. B
DATM 11/09/17
sCAXJb 1/4"=l'—O"
Bloc"
D6
FORMED CONTROL JOINT
THICK 3 COAT CEMENT
4GE Or CONTROL JOIT'O.T
:-:r
UIRM TIED To LATH
"'Rr
MAX (VEIRTA NOTE, DO
BUILDING. PAPER
PASTSN CONTROL JOINT TO
L EVEN IF STUD EXISTS
DID EXCEPT STAPLES Wl
APPROVED METAL LATH
EG MAY BE USED TO TEMP.
FASTENED *'l' fVERTJ OC. MAX
URS WNTROL JOINT
AT SUPPORTS
ING. INSTALLATION
WR5 LAYER 'I
ENERS TO BE SPACED
STUCCO URAI�
O.C. MAX YERrICALL
Y7
WOD SILIEATILIIW3
.=LC�OT
T
L
bOU5.14 CONTRO,
4TS BUT SHALL
STOPPED AND
:) AT EACH SIDE
R A TM CI"3 PROVIDE 2X4 BLOCKING
a PLACED FLAT MAX W10 S'
JA FROM CONTROL JOINT UIWEN
ML 1-1 C4ONTR0L JOINT FALLS ON
NSTENERS FOR LATH TOUB NAILS OR- STRUCTURAL STUD
/ ISTM r
UsLES IN COMPLIANCE L _IM.,
HIRE TIES TO 15E (NO. 18) 0,0415- WIRE
�LOCKING. SWMN MAY BE IN ADDITIO/t
WALL STUDS REQUIRED PER PLAN
"M" TYPE CONTROL JOINT
I-t. A
(�) I---
Z CREASE 8
. c",sSE c
CREASE - PTI a
1—. --- A
I CRIIAW : �. :
3. CIESASN M.
A. POLD T, C � pt.
6 TIL M. C TOIJOHN8
Akm
re.. T—
o
SCY`�
KAWW
SEA��
bm cut,
J' THICK, 3 COAT CEMENT
I-LASTER 'Pits'61. W'2 C"T
CEM%W ftASTER (�l
UM LAYER -2, FORTFISER
MUILDIW. PAPER eMtAMI! �l
USES LAYER -t
STLICW UWAPam" CwLy)
NOTE,
APPROVED IBUILDIW. WRAP
-44ALL ISE LAPPED A MINIMUM OF
W 0 VERTICAL LAPS (ROLL
ENDS) A &' - HORIZONTAL LAPS,
ALL SEAMS NEED TO ISE 74PED
UlIT14 FORTIMER SHEATWWG TAM
I- LAP � TIETAL J�A-
LAT14 VERTICAL LAP TO ISE V
METAL LAT14
WRIS LAYER -4,
S'U.CC UJRAP
BUILDINd. �;AkR
@VAPER L�
SCALE, 1112'.1'-0'
(4) KICKOUT
DETAIL
0 FLANSL 07
bg �
OIL,
WAM 0. CIAI
KICK-= PL46HM e6lit
DETAIL)
SOLDIER QQlk2LQv
641 AT
UALL 0601"
r MN LATH
LAP 4. —
ALL LAP
VERTICAL LATH
& PAPER DETAIL
NOTE,
SIDE LAM OF METAL
PLASTER BASES SHALL
BE SECURED TO
PRAMINd. MEMBERS -
THEY SWALL BE TIED
SETUXEN SUPPORTS
WITH CAP415-N. (t2l-MM)
UJIRE AT INTERVALS NOT
MORE THAN S, (22S-Mm�.
AS PER A&TM C"31
1.81
FOR REPAIR Or TEARS
IN UM LAYERS, TEARS
MAY BE PATCHED
WA40USE UNIAP TAPE
PER MANIJF. SPEC. OR
PEEL 4 STICK
ROOF
il THICK. 3 COAT CEMENT
PLASTER
METAL LATH
WPM LAYER -2, FORTIFIBER
BUILDIW. PAPER
UPS LAYER M,
STUCCO WRAP
WOOD SWEAT141W.
WOOD STUC
SHEATWIN63
STUCCO
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING OR CMU
WRI5 LAYER 'I,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
I-LASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP 11R" ' TAPE OVER
ROCF/W ALL 5CREED
E,'X5' V TYPE CONTINUOUS
GALv. METAL FLASHING
(NAIL TO ROOF DECK, NOT
UJALL SHEATHING)
CAP SHINGLE - r->O NOT NAIL,
INSTALL UJITH ROOF CEMENT
I/-- ROOF PER EI-EvATIONS
L" FLASHING-
N.T.6.
4'x4* SELF-ADWERIN6, ME!" ��
m `BRANE
FLASHINd. (COMPATIBLE III/
UAPAP MATERIAL) OVER
R
AFT -ROVED WOUSe UIRAP.
FLASHING, TO EXTEND
I' OR LEOS PIPE----�-7\
PEwETRATioN
CUT AND OVERLAP ONE SIDE Ols�
SELF-ADWERING. MEMBRANE
FLASHING.
STEP 01
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES? AS —
REWIRED TO SECURE
PIPE/ UARE TO FRAMW.
I WRAP MATERIAL) OVER 4'.4'
SELr-ADHSRW3 MEMBRANE
FLA6WW. OVER AF"ROVED
HOUSE URAP.
CUT AND OVERLAP ONE SIDE OF
bELF-ADHEREIG I"IEMBRANE
STEP 02 FLASHING
UM LAYER -2, FORTIFFISER
BUILDW. PAPER
METAL LATH
9,'.&'SELr-AOHElQW. MEMBRANE
rLASWIW. OVER 4'.4-
SELF-ADHER0111 tIEMISRANE
FLASHING. OVER APPROVED
HOUSE OPAP.
FLASHINd. TO EXTEND ONTO PIPE
4*x4' SELF-ADLIERING MEMBRANE
FLASHI - OVER APPROVED
W
1401,16E P.
FLA81-11trATO EXTEND ONTO PIPE
%'CMT. BEAD OF: SEALANT
�NSTALL APPROVED HOUSEUPAP AIR
WILTRATION BARRIER OVER
SWEATWINGG
ELASTOMERIC COATW. OVER STUCCO/
CM. FINISH (SEE TYP WALL SECTION)
SECTION PER FSC . .1
Exharlor latifft wrid
E.t.fio,— of prSsW o-art *.W
shag co�
"'I"v'tl""wlosl-
"'.&ASTMCWS-12A.
IrRtallation of exterior latdng and ft--kv
'�j —ply vAth ASTM C 1083A2A
F, I FE F�E N E T FRA T 1
A.T.5,
LEGEND
C)RAINAGE PLANE (WRB
LAYER 1*1, STUCCO WRAF)
WR5 LAYER *2 (FORTIFI15ER
5UILDING FAFER)
METAL LAT�4
STUCCO
F
X—X—X—X
WOOC) S�-IEAT�41NG F/-/7/7/7/7//-272
SELF-AD�--IE&IVE FLA6�41NG - - - - - -
NOTE:
METAL LAT�4: LAT�4 TO 5E FER F5C,
R-103.6.1 / ASTM C-a4l-O'-3, MIN. 2.5 L55.
FER 5Q. YARD (UTILITY OIR NOMINAL
LAT�4 POE5 NOT MEET SFECIFICATIONS)
A R C N IT I C T 3
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407'7744078
www.abdes
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ASSEMBLY
DETAILS
150 MPH EXP. B4O
4
I'van"
DATM ini/oulgi,
BCAXM 1/4"=1'-0"
Wac"
WAI
BACKER ROD
BACKER ROD
WIRE, LAYER -1,
ATI-Ir-r-10 WRAP
INSTALL W SELF -ADHERING,
MEMBRANE FLASWIW. OVER
TOP, SIDE(S) AND BOTTOM
FLAW.ES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHW, TO BE,
1. BOTTOM 2. SIDES 3. TOP
VENT CAP 18 TO BE SET IN BED
Or SEALANT AT TOP AND
SIDES ONLY' SEALANT 15 TO BE
TOOLED 80 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER Or
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Y4' CAULKING * JOINT
ALL AROUND
PER FBC R703.6.11
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply vAth the applicallon
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
HOODED VENT
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WIRE, LAYER -2, FORTIFIBER
BUtLDIW3 PAPER
WOOD SWEAT141W.
DRYER
VENT (FRAME)
WOOD __
CONSTU.Tk�,�\
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING; PAPER
—METAL LATH
VINYL CASING BEAD
r., RAISED BAND
X, To V
WEEP &CREPn
WWIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z PLASHIN5.
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKI
LEGEND
DRAINAGE PLANE (LUR5
LAYER 1*1, STUCCO WRAP)
WR5 LAYER *2 (FORTIF15ER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO L__-_
6ELF-AD�IE&IvE FL,46�41NG
NOTE:
METAL LAT�4: LATH TO BE FER FBC
R103.6.1 / 45TM C-641-013, MIN- 2.5 LIBS,
PER 6Q. *rARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
ro' SELF ADHE51VE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUIP. DRYER
V`ENT CAP (SET IN
CONT. SEALANT)
SEALANT s
TOP 4 SIDES
(�4 DRYER VENT (BLOCK)
5ulLDIW. PAPER
OVER'QUICK
FLASH'
PIPE THROUGH —
WALL
r.' SELF ADHESIVE
FLASHING; (INSTAL
PER MANUr, SPEC
5UILDIW. PAPER
UNDER 'QUICK FL4
VENT PENETRATION
SCALE: N.TS.
ELEC. METEf
VERIFY LO
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
C. METER FIELD
IFY LOCATION
ELE
VEF
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCY,4NOTE-POLY5LEND FOAM
�R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC_ WIRE PENETRATES
CONSTRUCTION
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
THICK, 3 COAT CEMENT
.ASTER
3s' TO Ya* MID -WALL
WEEP 5CREEE)
6' 5ELF-ADHESIVE
FLASHINCz
WOOD FRAMED
WALL
- , k�:
HORIZONTAL WEEP SCREED
(FRAME TO FRAMEJ
7,0 SCRATCH
COAT LARSER THAN THE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
@ELECTRICAL CONDUIT
) PENETRATION
CUT OPENIWG IN
APPROVED WOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER *1,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FA(
IEDC,E
APPLY E-Z
OVER 60 MI
CiRADE *D'
FELT-PROvI
SEALANT AT
JOINTS AND
INTERSECTIC
SHEATHIN�S
UMM LAYER -1
.STUCCO tkAP;
LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD TEXTURED
CONSTRUCTION FINISH . WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER 4 V O.C. MAX
a, CMU
V TOVMID-WALL
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
v IMININ4 - MASONRY
(�oHORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
&TEF *11
&TEF #3
WR5 LAYER 01,
STUCCO UJRAP A
CUT 'X* INTO
SELF-ADHERINr. X
MEMBRANE FLASWW3
I t_�
APPLY SELF-ADHERINC.
MEMBRANE FLASHIW,
OVER BOX Q4r_> OVER
,APPROVED IURB LAYER
I
5TEF #2
UJRB LAYER 01,
STUCCO WRAP
APPLY trg>� MIN —SELF-ADWERING
r
GRADE EL� MEMBRANE FLASHIWS
OVER
6ELF-ADHERING
FLASHIWG OVER
APROVED
WOUSEWRAIP
3 LAYER 02, FORTIP15ER
BUILDINCz PAPER
6 T E F *1-4
ELASTOMERIC
COATIWS OVER
STUCCO/ CV. FINISH
(SEE TYPICAL WALL
SECTION)
ra 4-METAL LATH
STEF *5 5TEF
(�) ELECTRICAL RECEPTACLE
A R C N I T E 0 T 8
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744078
FAX, 407-7744078
wwwabdesigngroup.com
AA #: 0003325
N
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POOR a. Lo .4
SILVERADO
LOT 28
BLK 6
FMJMT#
04128.000-02861
AWDENU
4EAB
"1672—ARIA"
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RIGHT
PAGIIIII:
WALL
ASSEMBLY
DETAILS
,%,150 MPH EXP. Boo,
I T�
EXT. WOO
COLUt"N SHEATHING
A R C If I T E C
WOOD SHEATHING
WALL
WRS LAYER -1,
LIJEAT14ER RESISTIVE
STUCCO WRAP
SUIS-FLOOR DECKING
M
WOOD WRB LAYER -2, FORTIFIBER
FINISH LAYER (2 LAYER 3' X 3' 26 GA, GALv.
��54RRIER
WEAT14ER RESISTIVE
CONSTRUCTION BUILDING PAPER
PRE-ENGID TFFwiw5s
............
METAL DRIP EDGE
PEEL 4 STICK) SET IN FULL BED OF
BARRIER -2
HAT C14ANNEL THICK, 3 COAT CEMENT
W/%' TYPE 'X' DRYWALL PLASTER
LLEAT14ER RESISTIVE
BARRIER -1
6' PEEL 4 SEALANT MIN.
STICK DRIP SPACE DRIP
r.' SAP
PEEL 4 STICK
r%ae'
I n
b* SAP. TOP Or WEEP SCREED
WEATHER RESISTIVE
EDGE TO FACE TO TREX
I Ya'x3' 'L' FLAS441W.
gyPne.
GW
02.
TO SHEATHING BEHIND WEEP SCIREED
BARRIER -2
DECK
FULLY EMBEDDED
WOOD SHEATHING 4' POSITIVE DRAIN
WEEP SCREED
J' THICK 3 COAT CEMEN
PLASTER
v 4RIE5
IN ROOF CEMENT
I h' X 3' 2r. GA. GALV.
1441 N. RONALD REAGAN BLVD.
METAL LATH
Y�' GAP FOR BACKER
METAL DRIP EDGE
L rj
LONGWOOD, FL 32750
'0
WRIB LAYER
STUCCO WRAP
WOOD SHEAT14w.
I Y,'Xl %. P.T. OR SIMULATED ROO 4 SEALANT
Y4' GAP FOR BACKER
SET IN FULL BED OF;
SEALANT,�'MIN.
PH: 407-774-6078
THICK, 3 COAT CEMENT
WOOD (TREx) FILLER,
VINYL CASING 5EA
S WT_1�6
ROD 4 EAL,
JT&
SPACE FROM DRIP
FAK 407-�774-4078
PLASTER
AM&&-WRLC-1S0 CUSTQn CA,%WA.E1EA2_ IT11 i I , I W5ELF-ADPEIREING
FLASHING WRAPPED
CONTINUOUS
WATER PROOFING lot WEATHER RE51STIVE
VINYL cAsiwa BEAD
PACE TO TREX WEATHER RE SISTIvE
BARRIER -1
www.abdesigngrou com
g.g_uP
AA #: 0 2
OP OF WEEP SCREED
TO SHEATHING BELOW
EXTERIOR GRADE
DRY WALL
LA R (2 LAYER EL 4,,
STICK) WRAPPED FROM I -
IIEAT14ER RESISTIVE
WATE NG 11
R PROOR
WEATHER RESISTIVE
BARRIER -2
BALCONY DECK TO
BARRIER -2
LATER (2 LAYER PEEL,
EXTERIOR COLUMN
WIRE, LAYER -1,
4'POSITIVE DRAIN THICK, 3 COAT CEMENT
CANTILEVER
/
4 STICK)
COLUMN SHEATWIW.
STUCCO WRAP
PLASTER
WEEP
6' PEEL A STICK 0
4—
-2,
SCREED
—V INYL COSNER BEAD
DRIP EDGE TO DECK
DECK MEMBRANE,
EXTEND OVER DRIP
\PEEL 4 STICK
1, &' SAP.
WRIB LAYER PoRTirsme
V
NO GAP IN FIE INYL CASING BEAD
SUB FLOOR
EDGE
I)V.3- 'L' FLASHING
---------------
BUILDING PAPER
(SWOUN FOR CLARIFICATION
3' X 3' 26 GA. GALV.
\FULLY EMBEDC >ED IN
--
SEPARATE ACCES50RIES ONLY)
m;:TAI nwlp EDGE
ROOF CEMENT
SET IN FULL BED OF
e,' SELF-ADWEREING.
FLASHING WRAPPED
1)�'Xl VA' P.T. OR SIMULATE
SEALANT, Jj' MIN�
I Y�' X 3' 26 GA. GALv.
METAL DRIP EDGE
WIRB LAYER -1,
STUCCO WRAP
0 CORER Or CANTILEVER
WOOD (TREX) FILLER,
CO NTINUOUS
SPACE FROM DRIP
FACE TO TREX
A
INXIVP.T. OR SIMLA
T
WOOD (TREX) FILLER,
WOOD (�R
SET IN FULL BED OF:
SEALANT, Jj' MIN.
-AC
SF _E FROM DRIP
AMICO AM&(p-WmWC-'ISQ
CUSTOM CASING BEAD
WEEP
SCREED
T)Y4' GAP FOR 5AC!T
R -ERZ
ROD 4 SEALANT
WATER PROOFIW
3 lot
CONTINUOUS
S I
Y4'GAP FOR SEALANT
FACE TO TREX
VINYL CASING BEAD
------------
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
OPT, BACKER ROD.
PEEL 4 STICK)
STICK) WRAPPED FROM
WATER PROOFING lot
NO GAP IN FIELD
ANTILEVER DRIP
3/4 RESILIENT
HAT CHANNEL
BALCONY DECK TO
CANTILEVER
MODIFIED SO
3/4 RESILIENT
LAYER (2 LAYER PEEL A
STICK� WRAPPED FROM
(SHOWN FOR CLARIFICATION OF
@P�AM
10
Y CAISIW3 BEAD---\
THICK, 3 COAT CEMENT
HAT CHANNEL
BALCONY DECK TO
SEPARATE ACCESSORIES ONLY)
EDGE
VINYL
Y,
PLASTER
VINYL CASING BEAD ---
CANTILEVER
CASING BEAD
nrPT fA% r' A'kTrP
5/8' TYPE 'X'DRYWALL
METAL LATH
WOOD SHEATHING
J'TWICK, 3 COAT CEMENT
PLASTER
W/TEXTURED 4 PAINTED LUEAT14ER 51STIVE 5/5' TYPE 'X'DRYWALL METAL LATH
BARRIER -1 'NT
'ND FINISH '_—WEATHER RESISTIVE W/TEXTUIQED 4 �P_AINTED�'
LEGJEJ J' THICK, 3 COAT CEMENT BARRIER -2 FINISH — WOOD SPEATHINd.
PLASTER 4' POSITIVE DRAIN J' THICK, 3 COAT CE 4'PXITIVE DRAIN
NOTE: DRAINAGE PLANE (WR5 VINYL CORNER DEAD WEEP —$CREED PLASTER MENT
INC% BEAP-
LAYER *'I, STUCCO WRAF) VINYL CA89 VINYL CORNER BEAD (SHOUN FOR CLARIFICATION OF:
MET,4L L,4TH: L,4TH TO 5E PER F5C; (SHOWN FOR CLARIFICATION OF: VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
R7103.(o.1 / ASTM G-a4-1-0�, MIN. 2.5 L55. WR5 LAYER 02 (FORTIFIBER SEPARATE ACCESSORIES ONLY)
PER 50. "IARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP
LAT�4 20E& NOT MEET SPECIFICATION16) X_x EDGE INSTALLATION EDGE INSTALLATION R COLUMN
METAL LATP X—X— (W/"L" FLASHING)
SCALE: NTS
WOOD CONSTRUCTION STUCCO L WOOD SHEATHING
'4
WEATHER RESISTIVE
-,,—BARRIER -1 WOOD 5�4EAT�41NG 2x FRAMING MEMBER WRB LA
STUCCO WRA
RESILIENT ',—tLEATl-ER RESISTIVE
I T CHANNEL R BARRIER -2 THICK 3 COAT CEMENT
WOOD SHEATHING
VINYL CASING BEAD 6ELF-ADHESIVE FLASHING — — — — — PLASTER WRB LAYER 42, FORTIP15ER
BUILDING PAPER
THICK, 3 COAT CEMENT 7
PLASTER 2 112' CORNER BEAD 1- 1
WRI5 LAYER *I,
5/s, TYPE w DRYWALL METAL LATH FASTENED TO SHEATHING
W/TEXTURED 4 PAINTED METAL LATH STUCCO U)RAP
WOOD SHEATHING .2D I' O.C, MAX,
-114
FINISH
J'THICK, 3 COAT CEMENT (2) 2xI2 HEADER THICK, 3 COAT CEMENT UJIRB LAYER 02, FORTIFIBER
PLASTER
PLASTER BUILDING PAPER
LUR5 LAYER 01, &ISELF-ADHERING METAL LATH
VINYL C ER BEAD STUCCO WRAP rLA5HING
THICK, 3 COAT CEMENT
WOOD SHEATHING FOR PLASTER
(EXPLODED
VIEW
VINYL CASING BEAD IN FIELD A CLARITY)
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP
DRIP EDGE
INSTALLATION WRB LAYER 02, FORTIFIBER
BUILDING PAPER UJINDOW FLANGE
L YER M,
STUCCO WRAP
WOOD CONSTRUCITON CORNER BEAD 0i) FRAME
14A
WEATHER RES ST VE 2 1/2
--BARRIER -1 -�=JM= == Ar, WRB LAYER *2, FORTIFIBER
'"V
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SILVERADO
LOT 28
BLK 6
PROJMT#
04128.000-02861
MODZU
4EAB
"1672-ARIA"
GAM&CM 8WDfCk
RIGHT
PAGM:
WALL
ASSEMBLY
DETAILS
150 MPH, EXP B
H PER
BUILDING PA
WEATHER RESiSTi .. i I.,. I
VE (FA5 ENER 4 SPACING 6 1' O.C.) ARC+FrECT.-
"--BARRIER -2
STAM-4DF FL0PQA
METAL LATH
VINYL CASIW >
3 BEAD THICK, 3 COAT CEMENT
PLASTER THICK, 3 COAT CEMENT
DRYWALL METAL LATH PLASTER
W/TEXTUFi!ED'X'
5/a' TYPE 4 PAINTED WOOD SHEATHIWG
FINISH WSELF-ADHERING 01
THICK, 3 COAT CEMENT HEADER/BEAM CMU FLASHING
PLASTER
5/j,' THICK, 3 COAT CEMENT
ORA
NER BEAD VINYL CORP. 4' DRIP CAP AR NO 93723
PLASTER APPLIED - — ------ - --
WEEP SCREED DIRECTLY TO MA50NRY WINDOW FLAINGE F-PRINT
VINYL CA HW, BEAD IN FIELD DATE, 11/09/17
(SHOWN FOR CLARIFICATION OF DCAXAb 1/4"= 1'-0"
SEPARATE ACCESSORIES ONLY� CASING BEAD 0S) WINDOW B*IMZT
@DRIP EDGE INSTALLATION (FRAME, NO BAND.) WA3
WOOD SHEATHING
WRB LAYER III,
STUCCO WRAP
WRB LAYER '2, FORTIFISER
II PAPER —
METAL LATH ------- *11
J'TWir-K, 3 COAT CEMENT
PLASTER
ro'SELF-ADPERING—
FLASHING
VINYL ANGLED
II BEAD ---
DRIP CAP
WINDOW FLANGE
I WOOD SHEATHING
METAL LATH
WRIB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
IBUILDING PAPER—
J' THIC<, 3 COAT r-Et-lENT—
PLASTER
VINYL ANGLED
CASING 5EAD
VINYL CASING 5EAD
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER *2, FORTIF15ER
5UILDING PAPER
METAL LATH
J" TPICX, 3 COAT CEMENT
(EXPLODED
VIEW F
PLASTER
CLARITY)
WRB LAYE
STUCCO WF
VINYL
WRB LAYE
BLIILDI�G I
METAL �Al
J' THICK, 3
PLASTER
& . SELF -A
FLASHING
DRIP C
WINDOW I
V' GAP TYP
J* THICK, 3 COAT CEMENT
C_A6ING 5EAD PLASTER
TO TRIM, METAL LATH
Ix TRIM MEMBER WOOO SHEATHIWG
o STUCCO TO
SIDING TRANSIT;IcO�N WIRE, LAYER -2, FORTIFISER
BUILDIW3 PAPER
51DING
WOOC) SHEATHING
WRB LAYER -1, 'E' LAYER I,
R
STUCCO WRAP 8WTUCll W1101
CASING BEAD
V (o' 5ELF-ADWERElt-*
FLASHING OR FEEL 4 STICK
SIDING TO STUCCO
C������A D�
1000 CONSTPUCTION
BEYOND
UJOOO 81-11111
ION
WEATHER RESISTIVE
BARRIER 'I
ILEATWER RESISTIVE
ol
BARRIER -2
>W
JE
WSELF-ADWERNS
FLASHINa
WSELF-ADWERINS
FLASHING
JJEATWER RESISTIVE
BARRIER -1
STARTER STRIP
lz
IIJEATHER RESISTIVE
BARRIER 12
DO NOT CALLK OR
61 SELF-ADWERINd.
FLA&41W.
GALVID METAL
GALVID METAL
'PZ�FLASWM
WFLASWIN0.
L��&'SIMULATED—
TRIM MEMBER
QASWQ v
V x 6' SIMLATED
WOOD Ill MEMBER
��AL':
P WICAULKIN5,
OR APPROVED SEALANT
9R& c4am
SIDING TO STUCCO
(9) BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO IBE PER F5C
R103,OJ / ASTM C-841-013, MIN. 2.5 L56.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEC IFICATIONS)
WRIB LAYEfR *I,
UZIOD CONSTPI —
BEYOND
>
>>
STUCCO WRAF
WOOD SWEATNW.
UIEATWER RESISTVE�
>
BARRIER -1
*4
>
>
UNATWER RESISTIVE
BARRIER -2
>
>
WfR5 L,47'EIR 112, F0fRTIFI5EfR
1'� LAP SIDII
Y/. 'RE AL
>
BUILI)ING f=,4f=EfR
FLASWING
>
x �'IETAL LATH
STARTER
1&5m OR
THICK, 3 COAT CEt-lENT
(EXPLor->ED
VIEW FOR f=>L,45TEfR
CLARITY)
GALVD METAL —
'Z'rLASWIW.
I)',' X 9,' SIMULATED ----
ILOOD TKIM MEMBER
BACKER ROD)
6' SELF-ADwrmt!2��
PLAAANG
CASING BEAD RAISED
17A BAND (FRAME)
SCALE: 11/2"al'-V
v
-Al.. RESISTIVE
_V WER
JJEATHER RESISTIVE—/
BARRIER -4 \ �.A
UJEAT14ER RE \�E-Z BEAD VINYL CASING,
BARRIER -2 (W/%'FLEXIBLE PVC
& �E* ROD
4cr
SIDING TO STUCCO UNA714ER RESISTIVE
05> FRAME TO FRAME BARRIER -2
@ TRANSITION
SEALANT
WINDOW FRAME
lol/
--------------------------------------------------------------------
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
7
WRE, LAYER 02, FORTIF15ER
BUILDING PAPER
E -Z 5EAD VINYL CASING
(W/3/s' FLEXIBLE PVC BACKER ROD)
WI LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
M/ MEMBER
ro' SELF ADHESIVE FLASHING
2X FRAMING WOOD SPEATPING
MEMBER DETAIL BELOW EXPLODED
LH FOR CLARITY
---------------------------------------------------
)/4" C.Af- TTP THICK, 3 COAT CEMENT
CASING BEAD PLASTER
SEALANT TO —METAL LATP
UEAT14EM RESISTIVE
BARRER M TO LAP
MIN. ABOVE Top
OF WFLASHIm.
'1+11JEATHER RESISTIVE
I
BARRIER 'I
UEATWER RESISTIVE
BARRIER -2
P GALVV METAL
Zi' FLASHINd.
Q, K OR
SEAL OPENING
RESISTIVE
I TO LAP
IOVE TOP
,SHING
'X 6' SIMULATED
>00 TRIM MEMBER
WIRB LAYER 02, FORTIrler:R
WINDOW FRAME BUILDING PAPER
WOOD SHEATHING
WI LAYER 01,
STUCCO WRAP
(o' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
F-Z BEAD VINYL CASING
2X FRAMING (W/3/e' FLEXIBLE PVC BACKER ROD)
MEMBER APPLY FULL BED OF: SEALANT BETWEEN
BUILDING F.LANGE I BUILDING WRAP
WRAP
FA MOM '�
i I
BEAD WINDOW CASINGI
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
IBUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
5ELF-ADHE51VE FLASHING
F-A R C N I T I C T $I
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LONGWOOD, FL 327W
PH: 407-774-6078
FAX: 407-77!4,4078
www.abdosigngroup.com
A 0003 5
111i. A #,, 3�2
EM
rOUDDIV. & LO
SILVERADO
LOT 28
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0412B.000-02861
MOD211,
4EAB
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GAP_WZ DVnNCI--
RIGHT
PAC]Ilh
WALL
ASSEMBLY
DETAILS
150 MPH EXP. Be
7
I IIIIII 1/4"=l'-0"
mcm
WA4
CUT I-IOUSEM
AT 45* ANGLE
MODIFIED 'I'CUT
IN HOUSEWRAP
LINE OF WINDOW -
OPENING
APPROVED HOLISEWRAP
OVER SWEATI-11W. OVER
WD STUD WALL
STEP 1
INSTALL 6'
SELr-ADWE
FLASWIW. c
NAILING FL.
JAMBS
EXTEND FL
I' BELOW 6
FLEXIBLE f
DO NOT BE
FIN
TEMPORARILY
FOLD -UP 4SEC
WOUSEWPAP (0
TUCK FLAP LIND
at I-EAD
FOLD WOUSEU
IN AT JAMES 4
SLOPE SILL R
INSTALL 6'
5ELF-ADHE
FLA84-41W. C
VINYL 14EAI
r
.LAS44ING
DAMS) NAIL
rLANSE
EXTEND
SELF-ADHS
FLASHING I'
BEYOND
rLASHIW.
INSTALL VII,
CAP
ALIGN FLASWIN6,
W/ INT. EDGE Of:
SILL RO.
ME04ANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS T�-
FLASHING AT THE
FOLD
DOLLIN
DIAGC
ACROI
IUINDO
�PPLY sqa- Ncm�
�ONTINUOUS BE,
)F SEALANT AT
AMISS AND HE�
�PPLY TO SACI
)INDOW NAIL ING
LANGE IN LINE
�RE-PUNCWIED
ICLES OR SLOT
UIDE ADHESIVE -
-XIBLE FLA944ING
VER DRIP CAP
"ECTO-11RAP
ECIUIV)
WINDOW FLASHING
INSTALLATION DETAILS
T VIULL WRAP)
6CALE.- NT6
STEP 9
INSTALL
PLUMB, L
AND SOL
MANUFAC
WRITTEN
INSTRUCI
— A Ly
MEZPANE
FLASI4ING
.Ml"
VIER JOINT
1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY Or ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF-ADWERIW.
FLAS44ING MATERIALS USED DURING CONSTfWICTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
ANTS MAY REACT ADVERSELY IF NOT
NOTE:
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
�DOW IllbS FOLLOWING COMPLETION Of:
EXTERIOR RETROFIT WORK
NOTE:
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTErD AT ALL LUINC>OWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
U)]Nt>OUJ OPENING
T
T
�SEAL INTERI PERIMETER OF: WINC)OW WITH
ALANT
A It C N I T E C T 8
6
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GRO UU, 00. n2c..
i"I N ' RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
L Ww7designgroup com
'&'#:O003325'
121
M.
F-BUNDIV. lk X.0
SILVERADO
LOT 28
BLK 6
PROJWT#
04128.000-02861
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4EAB
"1672-ARIA"
GARAGM DWING:
RIGHT
PAGM
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B )
F-PlUNT
]pA,Tjlb 11/09/17
DCAXJb 1/4"=l'-0"
s man
WA5
sh
Is
a
_7
----------------------------------------- ----------
- -- -------
ii 2Xro SU5-5ANb
/1_ZZ7_Z Z z W/I'x4' NOTCH 0
-----------------------------------------------
END, WRAPPED IN
-cl PEEL 4 STICK
DRIP EDGE
t
I/S' TEXTURED
F-IN16H s WOOD
el
'1 1/0" 1/2* TEXTURED
FINISH a CMU
METAL FASCIA
WRAP Ye* FROM
STUCCO, I' FROM
------------
-------------------------- WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2X(�p
METAL FASCIA WRAP
2XIb SUB BAND—// �11
FLAN 5
_.SK OUT REMOVED
I SUB BAND ONLY FOR CLARITY
rA�ELEVATIQN
\77�
--- \v_ROOF DECK (BEYOND)
EDGE, I' OFF WALL
XNOT INTO STUCCO)
I'l/V TEXTURED FIN15P ID
WOOD, 1/2' TEXTURED
FINISH * cMU
-,,Z_2xro SUB-eAND W/I'x4"NOTCP 'D
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BANE) 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT ID
WALL LINE TO AVOID CONTACT
W/TEXTURED FIN16H
2'x4'x4'-V
SCABBED TO TRUSS
W/126 NAILS &'-V
OZ� MAX.
2x 5UB-BAND W412'x4'
NOTCH Q ENID
METAL FA6CIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
I/a' TEXTURED
FINISH * U00D,
1/2' TEXTURED
FINISH * CM
METAL LATH
x x x
WOOD SWEATIHIWS
:)R CMU
x x x x x
UFZ LAYER -1,
x
x x x x x
STUCCO WRAP(FRAME ONLY)
WRB LAYER 02, FORTIFIBER
5UILDING PAPER
x x x x x x x x x x x
x
(FRAME ONLY)
ROOFING. CEMENT
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
DRIP EDGE
x x x x x x x x x x
x x x x x x x x x x
METAL KICK OUT
x x x x x x x x
x x x x x
SUB BAND DETAIL (6) WALL
SUB BAND DETAIL @) WALL
W/KICK—OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN.Y4" A50VE 50TTOM OF
DRIP EDGE
2x SUB -BAND
W/0/2'x4' NOTCH a
END, WRAPPED IN
FEEL 4 STICK
-ROOF CEMENT -m
ROOF EDGE
OMITTED FOR
CLARITY
AME OR CMIJ
�LL KICK -OUT FLASHING
LT PAPER
,IP EDGE
EFERENCE POINT
ILY, FOR WALL OFF
T OF COMPONENTS)
TAL FLASHING, WRAPPED
4. Y4' ABOVE E30TTOM OF
DIP EDGE
SU5-5AND
�'x4' NOTCH -0
D, WRAPPED IN
EL 4 STICK
:)OF CEMENT 6
ROOF EDGE
OMITTED FOR
CLARIT*T'
A R C H I T 11 C
G oupn
MO.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32760
PH: 407-774-6078
FAX: 407-7744078
www,&b=-Com
Ell
rBUDDIV. & W74
SILVERADO
LOT 28
BLK 6
Pnoj=T#
04128.000-02861
monzu
4EAB
"1672-ARIA"
GARAGIC WWWO:
RIGHT
PAGM
WALL
ASSEMBLY
DETAILS:
SUB —BAND
%, 150 MPH EXP. B J
rpan"
DAM 11/09/17
sclktm 1/4-=l'-0"
WOE"
WA6